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720 TRITON RD - REVISION 1/18/18 • E------:Ho...tvi-,-, JAN 1 g 2018CITY OF ATLANTIC BEACH • 800 Seminole Road T.5 „,..._______/ Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 112 IIS Revision to Issued Permit /Corrections to Comments Permit# A C 17- 0062 Project Address /20 Tri +oil Rd Contractor/Contact Name 6€(9 re- Prc1a n D Phone ( O9) 9 7 0 —31 @' 7 Email %Orr g,(0 j/-74'7aA L • C0/4-1 Description of Proposed Revision/Corrections: Permit Fee Du• $ 5c9, OC.) Zvi Si-Ai Yi, 17 wivldou-ts P1w c, si-uds o Gt d- :earl n3 434 n a 't4 vl lc, \lett -icaCP}6'Q o OSl'; tv��t i.eL1hO A)taut 6%pst $card �;t w - e fctkd ,,,n ou,S . Additional Increase in Building Value $ n �- Additional S.F. By signing below,I ZO RN I I Z A PR ODA-to affirm the Revision is inclusive of the proposed changes. (printed name) 07' 677 // 12/.70/S' Signature of Contractor/Agent(C. actor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Plea3f /?ave Zorn 14 AA Ali av'1" 4..J La S F pa 'e d R 4A4 i=?L- -ir 2 h Am vi•a.'.oil 51.%De i , loo f a, Department Review Required: ° S' wilding7)1 Planning & Zoning eviewed By Tree Administrator Public Works Public Utilities -- /— ;0? Public Safety Date Fire Services 720 TRITON RD - EXISTING STRUCTURE 4 IIMMEN PROPOSED CHANGES IN FRAMING: - REPLACE OSB BOARDS, INSULATION,AND GYPSUM • SECTION LOCATION BOARD WITH FIXED PICTURE WINDOWS BETWEEN 1%\,%.41 EACH PAIR OF ADJACENT STUDS AS SHOWN \\ NO CHANGE TOA EXISTING STUDS - NO CHANGE TO EXISTING FASTENERS SCREEN ENCLOSURE /./‘ < 17 uPVC WINDOWS(14" x 64")TO REVISION 2x8 HEADER BE INSTALLED BETWEEN EACH PAIR OF BP#ACC /7- co ba f \\ r 2x6 STUDS I DATE V- / I / �o/e' • i i SIGNED �j'1- I ii Hi [ itc:nv ,,j/ CAST CONCRETE OFFICE COPY SUPPORT io i I CMU BLOCKS - V Ilial;ii{tiii{!li!iif,liillii!liliii 51'4" SECTION (NORTH—TO—SOUTH) (1/8"=1') r PO # / 6, __.] </A i leMew ., WINDOWS & DOORS Proposal / Order 13340 International Parkway Bldg.3,Jacksonville, FL 32218 Phone 904-647-822 / Fax 904-738-8784 www.eagleviewwindows.com Name: G'-''` '!�2 I r -' �` Shipping Shi in Address: Address: `7) `' / ( ' f 1 I. Phone#: 44/ 67c4 ,l'L 32-233 Fax: Work: Mobile: y 1Q r Q Email: Sale Representative: ince 5s_c.Jt 237 - 5 4/51 Ref: Date: Qty Series Description Units Totals 1. `I (5-a0 3-7X59 '% EltWi.):f HP&AwF f.( z4,-- I450 l6ZU '' 2. I36.k 37 f'1 1 I y o l4jl.3 3. 1 53"5-4 -2. 1021C 4. 3 606 � ?"„ 5G1. /65C :' 3150 5. /7 `✓ i ii xeoD p <<'' gb'yc /43i. ii 6. --771-4 , 75 7... e.. (-- 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. i LtJte c"rti pill/ pc.r 41.f` F=r 4 c44 ;y ,::.P-..1:2_50/ 20. Special Instructions , i- Sub Total 7 5 Z a � /A,:� p p r° 1 r1 a 1 1`-e 3 o - k l4 ,,i f, �r x Tax ‘-/-72_,4Y --�' Labor i /5O ; J INs-67//`4'0'' /5 71-c.. p(9p(i/ ..k-s ^' Permit _ `c.t„S•71'i c.2 -.c,N cy . . r4 1:-."-f Total X37 cf. �Cj • 25 Fe r cA.,,.-•dt...-r — 1 So �,. s de) Deposit C.O.D. Customer Signature: Date: Salesman Signature: iE ihn 4- 1/18/2018 Florida Building Code Online PL IDA O11PARTM1NT OF •�-�1 Li► Business & Professional Regulation 4•• r :gig BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map Links ; Search FI rida Product Approval /USER:Public User OFFICE COPY Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL16625-R3 SECRETARY �O Application Type Affirmation Code Version 2017 • Application Status Approved Col Comments Archived W CC Product Manufacturer Eagle View Windows and Doors Address/Phone/Email 13340 International Parkway Jacksonville, FL 32218 (904) 661-1200 parsenault@evw-corp.com Authorized Signature Paul Arsenault parsenault@evw-corp.com Technical Representative Robert Amoruso Address/Phone/Email PO Box 520775 Longwood, FL 32752-0775 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist-Hardcopy Received Certificate of Independence FL16625 R3 COI CI 2247 Revl 415-0222 SH8500 ss.Ddf FL16625 R3 COI CI 2351 Revl 415-0222 SH8600 ss.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDA 101/I.S. 2 1997 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e0pUwmi8Psb9sTPrFosFtBPCwcrPbpbOlA%3d%3d 1/3 1/18/2018 Florida Building Code Online Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL16625 R3 COC Affirmation FL16625 417-1005 ss.odf Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/14/2017 Date Pending FBC Approval Date Approved 12/17/2017 Summary of Products FL# Model,Number or Name Description 16625.1 8500 Series 8500 44 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0001 RevA 8500SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: FL16625 R3 AE PER 2247 Revl 415-0222 SH8500 ss.odf Created by Independent Third Party: Yes 16625.2 j 8500 Series 8500 48 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0001 RevA 8500SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J. Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-25 Evaluation Reports Other: FL16625 R3 AE PER 2247 Revl 415-0222 5H8500 ss.pdf Created by Independent Third Party: Yes 16625.3 8600 Series 8600 44 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45/-45 Evaluation Reports Other: FL16625 R3 AE PER 2351 Revl 415-0222 SH8600 ss.pdf Created by Independent Third Party: Yes 16625.4 8600 Series 8600 44 x 72 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J. Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-SO Evaluation Reports Other: FL16625 R3 AE PER 2351 Revl 415-0222 SH8600 ss.pdf Created by Independent Third Party: Yes 16625.5 18600 Series 8600 36 x 84 Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL16625 R3 II EVW0007 RevA 8600SH.PDF Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +55/-55 Evaluation Reports Other: FL16625 R3 AE PER 2351 Revl 415-0222 SH8600 ss.odf Created by Independent Third Party: Yes .,.;-k INi,i1 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?perem=wGEVXQwtDgsHepng4%2fS6e0pUwmi8Psb9sTPrFosFtBPCwcrPbpbOlA%3d%3d 2/3 1/18/2018 Florida Building Code Online 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 dick here. Product Approval Accepts: ® ® ® Ell III Credit Card Safe • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e0pUwmi8Psb9sTPrFosFt8PCwcrPbpbOIA%3d%3d 3/3 4 m INSTALLATION ANCHOR SCHEDULE MIN. MIN.SPACING(IN) N i o INSTALLATION FASTENER MANUFACTURER AND/OR MIN.EDGE 4 SECTION VIEW FASTENER SIZE SUBSTRATE EMBEDMENT BETWEEN FRAME ANCHOR CAPACITIES BASED ON In TYPE HEAD TYPE SPECIFICATION (IN) DISTANCE(IN) ANCHORS v �m stU <= g CONCRETE ITW TAPCONS(1) 1 1-1/8 3 MIN.2000 PSI CONCRETE S HEX HEAD 3/16" O o N cu r Z U STRENGTH CONFORMANCE TO cC ¢Q o THROUGH SECTION A&B MASONRY(BLOCK/CMU) ITW TAPCONS(1) 1 2 3 ASTM C-90,MEDIUM WEIGHT Q_ E w FRAME ANCHOR (SHEETS 7&8) ANSI B18.6.1 (WOOD SCREW)(2) a N x PAN HEAD No.10 WOOD GRADE 2 EQUIVALENT 1-3/8 3/4 2 1/2 WOOD WITH A MINIMUM ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. GRADE 2 EQUIVALENT w r' E, SNAP-ON ANSI B18.6.1 (WOOD SCREW)(2) z p FLANGE WITH SECTION A&B GRADE 2 EQUIVALENT WOOD WITH A MINIMUM g� -i THROUGH (SHEETS 9&10) PAN HEAD No.10 WOOD ASME 818.6.4(TAPPING SCREW)(2) 1-3/8 3/4 2 1/2 SPECIFIC GRAVITY OF 0.42. ?o w FRAME ANCHOR GRADE 2 EQUIVALENT L90 ANSI A ANSIB18.6.1(WOODSCREW)(3) v) �Sw NAI LI NG FIN SECTION A&B GRADE 2 EQUIVALENT WOOD WITH A MINIMUM oo .6 y PAN HEAD No.8 WOOD 1-5/8 1/4 1 0 0:N w~ a ANCHOR (SHEETS 5&6) ASME 818.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42. z LL rn cJ7w '¢ z GRADE 2 EQUIVALENT w~z, i NOTES: x f 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. J g>w L11. j s•g 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.090"PILOT HOLE(DRILL SIZE 43).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL '.:tUv,� pa wUJ s` 0.121"PILOT HOLE(DRILL SIZE 31). in w= 3)FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45). ry ..w ' a O Ms, Z L wo Q B gS 2X WOOD FRAMING. SEE EDGE € • q# ANCHOR SCHEDULE ON EDGE EDGE I DISTANCE EMBEDMENT SHEET 2 FOR DISTANCE DISTANCE SUBSTRATE VARIES. SEE EDGE �J 2X WOOD FRAMING. REQUIREMENTS. ANCHOR SCHEDULE ON ,,..,.. DISTANCE SEE ANCHOR SHEET 2 FOR I SCHEDULE ON SHEET REQUIREMENTS. 2 FOR , r " %�""� REQUIREMENTS. / EDGE DISTANCE At ' EMBEDMENT y � EMBEIDMENT EDGE DISTANCE ...... 'I ���� Robed J.Amoroso,P.E. 1 � i� Florida P.E.No.49752 INSTALLATION ANCHOR. SEE ANCHOR ."Ip pfflf1 114 SCHEDULE ON SHEET 2 FOR INSTALLATION ANCHOR. SEE %%%% �N - Aif i REQUIREMENTS INCLUDING SIZE, TYPE, S INSTALLATION ASHEET 2SFOR ANCHOR ;•% *C %%%%%%%%%•EN'• O sem EMBEDMENT AND EDGE DISTANCE. I ANCHOR SCHEDULE ON SHEET 2 c G 8'•.�.Q FOR REQUIREMENTS INCLUDING 0:\. F G SIZE, TYPE, EMBEDMENT AND REQUIREMENTS INCLUDING SIZE, TYPE, `O: EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE. Q• No 49752 EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE : _• WUCC ylz9�-sem_ NAILING FIN FRAME INSTALLATION THROUGH-FRAME INSTALLATION SNAP-ON FLANGE THROUGH-FRAME INSTALLATION 9•• STATE OF e. 1f�fs;0 N A:EN:% . H REVISE!)OFFICE COPD EAGLE VIEW WINDOWS4 SERIES 8500 VINYL SINGLE HUNG WINDOW o 0 NU GENERAL NOTES: INSTALLATION ANCHORAGE DETAILS s7 41: u= _ INSTALLATION NOTES: =e 4 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.TESTING WAS o o R 4 CONDUCTED IN ACCORDANCE WITH AAMAINWWDA 101/1.5.2-97. a r y 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN O �o THIS PRODUCT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE CC a F o 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.02-48976.01 AND 02-48976.02 AND DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, 0- g w ASSOCIATED LABORATORY DRAWINGS BY ARCHITECTURAL TESTING,INC. FOAM,BRICK VENEER AND SIDING. , 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a GRADE SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING v7 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM z RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE EDGE DISTANCES. F RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO Z RECORD FOR THE PROJECT OF INSTALLATION. O z g o EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OU o 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK OF IMTHU FENESTRATION SHALL PRODUCT. ZOcoL 5 2.2. MINIMUM EMBEDMENT BE BASED ON PENETRATION INTO MAIN WIND ZO m DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS FORCE RESISTING SYSTEM SUBSTRATE. 3 w d o THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. a ,, 3. SEE SHEETS 5 THROUGH 10 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. ca Zi_ 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENING 3 •.=•tl PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTIONq.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION p a'N W a < DEVICE. SHOWN. LL (DI- 6 re z 3tZulZ i i 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE 3~Q LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. w K<JO 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END 5 n=ZF 6, 8.WINDOW FRAME MATERIAL:VINYL(PVC). DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT w OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4. t7 o a rig 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a. 5.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE < U co LS' il iji a ELEVATIONS ON SHEETS 3 AND 4 ARE ACCEPTABLE. w LnZ " 10. DESIGNATIONS"X"STANDS FOR OPERABLE LITE/SASH AND"0"STANDS FOR FIXED LITE. - 5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES w CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING 4_4 r,_ 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS ANCHIREM �2 1 'i 5.4. ANCHOR QUA TS. 6 QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF Z INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN J g g e. PRESSURE. e8 � 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. Z g ff ` 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF (7 gB 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF WOOD TABLE OF CONTENTS COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. S w SHEET SHEET DESCRIPTION 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS ANCHORS INTO MORTAR JOINTS. 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 3 48'x84"WINDOW ELEVATION/COMBINED ANCHORING LAYOUT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH 4 44"x 84"WINDOW ELEVATION/FIN FRAME ANCHORING LAYOUT SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. Robert J.Amoruso,P.E. 5 44"x 84"WINDOW ELEVATION/THRU-FRAME ANCHORING LAYOUT Florida P .No.49752 6 VERTICAL CROSS SECTION-NAILING FIN INSTALLATION .`�%%%% JA E N d4 i,� 7 HORIZONTAL CROSS SECTION-NAILING FIN INSTALLATION PERFORMANCE RATING .�40�'.•••• G $lL• �G.0 8 VERTICAL CROSS SECTION-THRU FRAME INSTALLATION :Qt. No 49752 ••J0• GLAZING DETAIL 9 HORIZONTAL CROSS SECTION-THRU FRAME INSTALLATION MAXIMUM WINDOW SIZE DESIGN PRESSURE(PSF) IMPACT RATING ii<c, �*(SEE SHEET 12)10 VERTICAL CROSS SECTION-SNAP-ON FLANGE THRU FRAME INSTALLATION ylZ9�1 �'B(FIXED LITE) : : STATE OF :�U/11 HORIZONTAL CROSS SECTION-SNAP-ON FLANGE THRU FRAME INSTALLATION NOMINAL 48"x84" +/-25 • C(SASH LITE) NONE �it,•"•� P •��z12 GLAZING DETAIL AND GLAZING NOTES A(FIXED LITE) SEE NOTE 6 •C O R �•'C7�,�` 13 BILL OF MATERIALS NOMINAL 44'x84' C(SASH LITE) +/-40 '..ij'/ON AL'C' . �.I/Ifl.liff,: Ci NAILING FIN INSTALLATION ANCHOR o ° 8" O.C. SPACING (TYP.) • A A A SHOWN. THRU-FRAME INSTALLATION L' -- 4" MAX. (TYP.) --N.- 6 8 10 ANCHOR QUANTITY AND SPACING u -m " MAX. (TYP.) 7 f SAME. SEE ANCHOR SCHEDULE ON t-o t SHEET 1 . w oN x -`-�� ° ~° B \ DENOTES FIN FRAME d o 11 ANCHOR LOCATION w • B 43 3/8" FIXED LITE • -maF 9 WIDTH D.L.O. • • B • �_ Z� 7 • V • J 12ff ' [u m x 6 N ZQ • 0 • 1- ..,-=LTJ pKN LU < y \x 3 J J Z2 t Z • • a i 3r-Zin8 g g i 0-- 7 5/8" O.C. SPACING (TYP.) 0n g z o a 2 5555 x J F G Q f$ L.cr Y• ® C4 0 w3 • "�f° OR, * w^z , gig/ ,„ 9 • 42 3/8" SASH _� • ' `€� WIDTH D.L.O.AISI r c i 9 -. of . .i x N N M W M 1. J • X • Robert J.Amoroso.P.E. 5i" MAX. (Typo) 4" MAX. (TYP.) J/ \ Fmrme P E Na.49752 • • • • 140 1 45 3/8" ��.`�%Q.�,�GEEN A'I!0 ., MAX. SASH WIDTH �.��0�:•N,� `slC'•, �S 48" Q: No 49752 0 MAX. FRAME WIDTH 7 ••13: •. ).A k illtlbqcr i SERIES 8500 VINYL SINGLE HUNG WINDOW - 25 PSF DESIGN PRESSURE T.13• STATE OF W; EXTERIOR VIEW-SPLIT LITE WINDOW(48"X 84"NOMINAL SIZE SHOWN)-GLAZING DETAIL B&C ''.F''c o R��' 0$ FIN FRAME ANCHOR INSTALLATION SHOWN-THRU-FRAME ANCHOR INSTALLATION SAME ��os`;�NA.�.,•`�� NAILING FIN INSTALLATION ANCHOR 7 1/4" O.C. SPACING (TYP.) — A SHOWN. SEE ANCHOR SCHEDULE ON N 4" MAX. (TYP.) . -- 6 SHEET 1. N si" MAX. (TYP.) �� f a N 4) DENOTES FIN FRAME # m ANCHOR LOCATION U F' g • • • • • w oR x Qo 8 • 4 °o w • • a• B • • I-- . _ 7 1 I— g J § LL • • 0 3 V' o Q cp wJ 2 IIw • • r Ix 35 1/2" O.C. SPACING (TYP.) O 0NZQ�_ �• • g 2 N � ama39 3/8" FIXED LITE _ °,�M g 1.-' i • WIDTH D.L.O. • w w i LL i i I Li r 66 • • am m=Q ZZO 21tl co WR 6 • • W �ip1. . Um ..Acs RA, w3 O • a w p ' aN • V1Z °g'"y� • 38 3/8" SASH _� • 3u4 WIDTH D.L.O. L ag15 4110 Id .1 . � � s • , I • SS J0 c v UI p S H • • i0S O._ N W N 2 • X • • • 5," MAX. (TYP.) 4" MAX. (TYP.) // ,/ • • • • • •�j Robert J.Amoroso,P.E. 1 1 Flonda P.E.No.49752 I* I 41 3/8". /8" I X11111111/1.4 MAX. SASH WIDTH ,���%%%AWES q *se 44" *k3;•v;G E/4 F 9�PG0ii MAX. FRAME WIDTH ...4'.." tP. @. No 49752 1.0 SERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSURE -0 yl = 13 STATE OF . W? EXTERIOR VIEW-SPLIT LITE WINDOW(44"X 84"NOMINAL SIZE SHOWN)-GLAZING DETAIL A&C o,�...� F •��, FIN FRAME ANCHOR INSTALLATION 1''.FS'c o R 1.. 0,... ..%%%%%%%%%%%%%%%%%N . Q � 7 i/a" O.C. SPACING (TYP.) A A THRU—FRAME INSTALLATION ANCHOR o 1 o a" MAX. (TYP.) 8 1 SHOWN. SEE ANCHOR SCHEDULE ON ul 7 SHEET 1. __. DENOTES THROUGH FRAME LL V V V V V . 'ANCHOR LOCATION U 0 4 w o p w6 o , a Q B gw m ai 11 o B5 9 , W a , 3z 3$ 0 00 wJ Zo N L0 3Za a 0 r t�a 11 . _ a� N � w 7 5/8" O.C. SPACING (TYP.) �x oo J ¢ r Q 39 3/8" FIXED LITE = Z LL J z WIDTH D.L.O. w 3 N= I 3 w I qa >t W �� >m 2 Z s y Wig>2 a�1 ANCHOR NEAR MEETING 0Dw 1,i X Vl W RAIL SHALL BE "f° 01%, M 3 LOCATED AS REQUIRED gio Azis �TO FACILITATE / tINSTALLATION. I ' 38 3/8" SASHL 1 WIDTH D.L.O. -1.- eIV,,9 C o = E 4i 9 10' , 1 jJ A •O m f� io6m= N0 NN ii 4" MAX. (TYP.) = J. Nro P.E. lontl .E. .49752 MAX.4SASH 1 8FIorda PE No WIDTH -No ,�..` JpMEs q p� 44.. n�OfC;.�G E N SA•.;P**0. MAX. FRAME WIDTH �' �O ¢�: No 4�9752�- SERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSURE �_. r y */OA cr_ EXTERIOR VIEW-SPLIT LITE WINDOW(44"X 84"NOMINAL SIZE SHOWN) GLAZING DETAIL A&C 1.A0% STATE OF :iu THRU-FRAME ANCHOR INSTALLATION �.�cc*• 0 R 10.••• ?,- �..i�S�ON At-`'*** F m SEALANT BETWEEN FIN AND 2X WOOD Ij2X WOOD FRAMING. SEE FRAMING BY OTHERS ` ANCHOR SCHEDULE ON N EXTERIOR FINISH / SHEET 2 FOR u BY OTHERS REQUIREMENTS. # to 0m PERIMETER i w o R SEALANT BY8 Q 4 0 OTHERS Li 1/4" MAX. I a °a SHIM w 1:=1:1-i] © a ❑ O o , INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE 3g a g ° ON SHEET 2 FOR REQUIREMENTS INCLUDING SFRI W-;w O SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. 3z 3 0 r 0I ®vil ° ZLL w o�NSz a F a ZLL�u-i t$rt Z Wil wm JLL ZZ' 6 1�m 3~Z IMM IP_ 1 J 6 Pt.), 1; a V 2wUi 5p O In' O N w SCREEN wQ II EXTERIOR INTERIOR Eli i5 g SCREEN 0 uA. 0 PERIMETER © LiLll1/4" MAX. SEALANT BY SHIM OTHERS WEIVAIN Robert J.Amoroso,P E. SEALANT BETWEEN FIN =� ` 2X WOOD FRAMING. SEE Flonde P E.No.09752 AND 2X WOOD I �r ANCHOR SCHEDULE ON ��111p�g FRAMING BY OTHERS I` REQUIREMENTS. ,,���Q�SHEET 2 FOR �jpME$ q�, EXTERIOR FINISH .,:`(z)'��'NGENSF-�;.cPS BY OTHERS `` Q: No 49752 :0• INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE .1-01 IMit ON SHEET 2 FOR REQUIREMENTS INCLUDING '�'. STATE OF :14/Z: A VERTICAL CROSS SECTION SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. III: .:,4F'As4 O R 1QP�`�., 6 NAILING FIN FRAME INSTALLATION •,��SS:�........ N A,iN,%%% %%%%%%%%%%%%%% m N N O ZE ° 97 „m 2X WOOD FRAMING. SEE 0 X F Q ANCHOR SCHEDULE ON Li.i oR a SHEET 2 FOR o o L. REQUIREMENTS. a `� gw INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ` ON SHEET 2 FOR REQUIREMENTS INCLUDING r SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. z o � M Al f 1/4” MAX. SHIM g� s 4 o 1 P INTERIOR Zrn „, i e zN ZLL Z z0 N W J Q �� 0 =LLQ z ___ 2X WOOD FRAMING. SEE I-LL v,? EXTERIOR FINISH ANCHOR SCHEDULE ON w 4a z yo S BY OTHERS SHEET 2 FOR w g 5w �' ��� REQUIREMENTS. c�v gN w U mN a SEALANT BETWEEN FIN o INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE �o AND 2X WOOD 111 ON SHEET 2 FOR REQUIREMENTS INCLUDING Lo 4 FRAMING BY OTHERS EXTERIOR SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. nF , Eig PERIMETER p SEALANT BY B FIXED LITE HORIZOINTAL 1/4" MAX. SHIM oo ,3 OTHERS 7 CROSS SECTION w = i 8 NAILING FIN FRAME INSTALLATION11 O INTERIOR r el il� t EXTERIOR FINISH BY OTHERS ;_ . . . ® �'I 0 II= Robert J.Amoroso,P.E. Florida P.E.No.49752 SEALANT BETWEEN FIN %%%%%%%%%%./04 AND 2X WOOD SCREEN ��.•% AWES AM144 FRAMING BY OTHERS EXTERIOR ^�.<,c;•vCENSE�9GSi0 PERIMETER Q�t� No 49752 J'p' SEALANTOTHERS •SASH LITE HORIZONTAL =*r � * CROSS SECTION = O 1/0/4cr_ 9 tSTATE OF �� NAILING FIN FRAME INSTALLATION ''+�O'• 4 , El L- . .. ....�� � N SUBSTRATE VARIES. SEE o ANCHOR SCHEDULE ON EXTERIOR FINISH SHEET 2 FOR v N m wLL BY OTHERS • AA , REQUIREMENTS. Z L w o2 O r- m w K ar o PERIMETER 1/4" MAX. d .w SEALANT BYL-11111 SHIM a OTHERS OM o © ° ' io g w INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE -4 ui ON SHEET 2 FOR REQUIREMENTS INCLUDING gI 0 SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. 3? 3 i H N z2 m ® E_- SEALANT BETWEEN FRAME a N w� $ F a D ILS AND SUBSTRATE BY OTHERS J LL Z= E Ce z M7 Now r� 52 z W,.,5ZO e ���� i (a8oN Ea N u¢`i . ® 'olio O • Wo SCREEN 0 wci kiI ill EXTERIOR INTERIOR g 884 0 € SCREEN— 0� PERIMETER © iiai ® I 1/4" MAX. SEALANT BY I F SHIM OTHERS ■_ �.m1= SEALANT BETWEEN FRAME AND 1 Robert.E No 49752o.P E ` SUBSTRATE VARIES. SEE **** P.E.lies SUBSTRATE BY OTHERS N*n�Nq • ANCHOR SCHEDULE ON �%.% WAES 470 SHEET 2 FOR �� ..( d1� i� EXTERIOR FINISH REQUIREMENTS. ^���QQ;••;GENS•F••.PG1i. BY OTHERS ` �� J' Qt No 149752 qqq(((_.1,_.4:2-.: INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE (:fl"V` ( y 9; STATE OF . 14/. ON SHEET 2 FOR REQUIREMENTS INCLUDING ,1-13". O•. �: A VERTICAL CROSS SECTION SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. '�,'�F'�C 0 q SOP c ,$, 8 THROUGH-FRAME INSTALLATION ,..SS�ONa'�N�s, a N N N i o O Lo V NY.It U T;7-- 4 SUBSTRATE VARIES. SEE p a ANCHOR SCHEDULE ON a a F N SHEET 2 FOR n w REQUIREMENTS. < iu INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS INCLUDING SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. o F `\ 1/4" MAX. SHIM !! - W PINTERIOR 3 W a i 1 SEALANT BETWEEN FRAME 111110110,1L111101' o u-`--' _ '- a AND SUBSTRATE BY "• 3 J LL�- , . OTHERS 0 b 1 SUBSTRATE VARIES. SEE w = "P ANCHOR SCHEDULE ON J A 5W !g ` Illi��! SHEET 2 FOR 0 v $V 1111 `L f REQUIREMENTS. W COU) ! EXTERIOR FINISH INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE �� y BY OTHERS EXTERIOR ON SHEET 2 FOR REQUIREMENTS INCLUDING n� 1F �a SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. z p,9 o PERIMl Mi SEALANTBYB FIXED LITE HORIZOINTAL ER ° h 1/4" MAX. SHIM t = OTHERS 9 CROSS SECTION THROUGH-FRAME INSTALLATION P 0 INTERIOR SEALANT BETWEEN FRAME ` ,I bk 1AND SUBSTRATE BY OTHERS � '� �rMI 111171 7i, ,� O Robert J.nm No 4 P.E. Florida P.E.No.49757 EXTERIOR OT EFINISH RS `: ���Q�•�GEENS Mo'9�ii SCREEN EXTERIOR "���'•N" ••.-.0- PERIMETER cP 1- ¢•: No 49752 :O' PERIMETER ?*••' `,� •* C SEALANTOTHERS 0 SASH LITE HORIZONTAL ; V� 1 1/q 9 CROSS SECTION 9: STATE OF 1 THROUGH-FRAME INSTALLATION #°,,,.9• %O R%�•'(s! •� '1 %4`170N. E.;0%s a � m 12 EXTERIOR FINISH 2X WOOD FRAMING. SEE N BY OTHERS ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. �w LL 6 :., w of PERIMETER � O w Z • INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE 'o m w SEALANTOTHERS 18 w� ON SHEET 2 FOR REQUIREMENTS INCLUDING a a o 1/4" MAX. J SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. W SHIM a el LSEALANT BETWEEN FRAME co i �` J 0 O AND 2X WOOD FRAMING BY W § : OTHERS ga o ZLL 0 N W �� iv ® AKN Ez� a F �I Z LJ-°'MiNLu.11I71 hi v,,,SCREEN O IsI D 0 ��642 q EXTERIOR INTERIOR q E 41g SCREEN (Ii ` b( SEALANT BETWEEN FRAME AND 2X WOOD FRAMING BY © i OTHERS ' 1/4" MAX. ® __ G SHIM PERIMETER Robert J.Amoroso,P.E. SEALANT BY • 2X WOOD FRAMING. SEE Florida P.E.No.A8752 OTHERS ANCHOR SCHEDULE ON �.�`llpMESllll��i SHEET 2 FORREQUIREMENTS. ���,itP�•,GE N•qM0 �i EXTERIOR FINISH �,� sF•':QG•.. BY OTHERS Q�:. No 49752��'J'pL o-0'; OW _ INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE .. : STATE OF A VERTICAL CROSS SECTION SIZE,ON TYPE,HEET 2FOR EMBEDMEQNTIREMENTS AND EDGENCLUDING DISTANCE. • %O�'••��O R 10:c.;•+,, 10 SNAP-ON FLANGE ,,,�i'`�ONA�EN.`%% THROUGH-FRAME INSTALLATION %%%H%%%%%%%%% a N N O N _ C vt .0 U T q 4 2X WOOD FRAMING. SEE w o R ANCHOR SCHEDULE ON O3 F o y SHEET 2 FOR X a- o REQUIREMENTS. a a INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE a f ON SHEET 2 FOR REQUIREMENTS INCLUDING • 111 SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. 0 \ ' z m 1/4" MAX. SHIM 33g a p o INTERIOR SEALANT BETWEEN \ , 0 3= i ,a FRAME AND 2X WOOD 01- FRAMING BY OTHERS ` 0 3 _ow zQ a `�n�i.; Z�coNn�g Z � a 11114•h, A 3JLL ZZ S Z I 0 2X WOOD FRAMING. SEE ¢z via g 8 EXTERIOR FINISH �` ANCHOR SCHEDULE ON >x1>-4 ?g§ BY OTHERS ! SHEET 2 FOR L i g 5 v� a e i r I'} ��r REQUIREMENTS. 0 v 8 Sz Pa INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE wv to u, ON SHEET 2 FOR REQUIREMENTS INCLUDING �uW SEALANT PERIMETER MTER ED EXTERIOR ` SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. No 4Wi ec 2 OTHERS B FIXED LITE HORIZOINTAL 1 `� CROSS SECTION / I/4„ MAX. SHIM E i ri- ll - SNAP-ON FLANGE , -' 0 INTERIOR THROUGH-FRAME INSTALLATION SEALANT BETWEEN FRAME AND h\�7-,I 2X WOOD FRAMING BY OTHERS ,"i IIE ((��t EXTERIOR FINISH BY OTHERS ® �.II O iii.. .. . .. �I Robed J.Amoroso.P.E. [i��, II m• Florida P .No.49752 PERIMESEALANTBY SCREEN .���,0<,Q�v GEN ....9 ••• OTHERS EXTERIOR a o r •�,•�. ZQr No 49752 •o• SASH LITE HORIZONTAL =* 1i ,' 7*3 ® CROSS SECTION =": iul1C ylZ9I� j 1.131 STATE OF :14/: SNAP-ON FLANGE 1.°i�' ..A(O R 1 01...... `' THROUGH-FRAME INSTALLATION .'•s,S/pN ALAN.`,, '''III'II'f\� a ciaN 0 u7 V ,E m It W E II�I�I(��1I U On ll, tI N O �� d o~ 0 © e © ao .W 1/2" GLASS BITE -O 1/2" GLASS BITE 14 -0 a MIN IIMI } FIXED LITE t FIXED LITE SHOWN AT HEAD. 3/4" OVERLL THICKNESS IGU: SHOWN AT HEAD. § - 3/4" OVERLL THICKNESS IGU: LOCK RAIL AND3/32" ANNEALED x LOCK RAIL AND 3 a g o 1/8" ANNEALED x AIR SPACE x JAMBS SIMILAR. JAMBS SIMILAR. S 1/8" ANNEALED SPACE x z 3/32" ANNEALED 03y 3 g taw GLAZING DETAIL A GLAZING DETAIL B o o s=° N APPLICABLE AT FIXED LITE FOR DESIGN PRESSURE z M-Ii >2 a GREATER THAN 25 PSF 3,,z, € ,Z 3/4" OVERLL THICKNESS IGU: > =z_w ?.1 3/32" ANNEALED x (t 5 q AIR SPACE x ¢e v�? 3/32" ANNEALED w �I mil! wO y w Ii5 A I 0 1/2" GLASS BITE & 8'' �II ig€ SASH LITE SHOWN © AT SILL. MEETING 1121 RAIL AND JAMBS SIMILAR. GLAZING DETAIL C Robert J.Amoruso,P.E. Honda P .No.48752 NOTES: �ttt s##### ES q ui, 1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE A DUROMETER .�....:;GEjyg•;QQ HARDNESS ARE REQUIRED AT BOTTOM(SILL)OF GLAZING LITES MORE THAN 3 FEET IN "p�f‘' 2••,,G1,•cr�. WIDTH. i Q'; No 4,9752�0� 2. AS-TESTED IGU SYSTEM SHOWN.OTHER SUBSTITUTES ARE ALLOW WHILE MAINTAINING *: �' INDIVIDUAL LITE THICKNESS AND TEMPER. ro ylF ¢: 1.0 STATE OF 44' ;'Q 7 m BOM NO. PART NO. DESCRIPTION REMARKS „‘' -°-'-, 1 7867 JAMB PVC N V 2 7868 HEAD PVC m 3 7869 SILL PVC &LIJ ii 4 7863 VENT STILE PVC �w 5 7866 VENT RAIL- SILL PVC i 6 7864 FIXED INTERLOCK PVC „) z; ,, 7 7865 VENT INTERLOCK PVC ° o,w o 0 8 6177 GLAZING BEAD PVCA 1 wE 9 6555 SETTING BLOCK NOT SHOWN ^ _` w. .EJ a Q H Q K-2 w m iK Z 10 7871 SCREEN LOCK PVC 3Z Z LOCK SET w„< J2 5g g' 11 9208 BASE NOT SHOWN w Cl op ;II 12 9202 LEVER NOT SHOWN 13 9203 CAM Ikql 14 9659 KEEPER1 c i g- 15 23718745 WEATHERSTRIP .187 x .230 FIN PILE GLAZING 16 WET GLAZING COMPOUND SILICONE 17A GLAZING 3/4” OVERLL THICKNESS IGU Robert J.Amoroso.P.E. %oda R E No.49752 DETAIL A 1/8" ANNEALED X AIR SPACE X 1/8" ANNEALED %,�.� �pM E S q yO�i,,,i GLAZING 3/4" OVERLL THICKNESS IGU '�1)P•N.,�6E" F•:9a 17B ::(;),: Na as�s2 :`P I. DETAIL B & C 3/32" ANNEALED X AIR SPACE X 3/32" ANNEALED 'l,L _ INSTALLATION COMPONENTS �1••. STATE-01 vvvk o/F9 ��? 18 8461 SNAP-ON FLANGE PVC -,%��•�� OR%OP���,: '��,,,�_ N Al-EN,.," 1/18/2018 Florida Building Code Online KARMA OSPAMMSNr OP Business & Professional Regulation rosPR HOOE ABOUT 08PR OBPR 0:VISIONS CONTACT 08PR BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links ' Search dbr,apr � Product Approval USER:Public User Product Aooroval Menu>Product or Application Search>Application List>Application Detail ►OFFICE OF THE FL# • FL17200-R5 SECRETARY Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eagle View Windows and Doors Address/Phone/Email 13340 International Parkway Jacksonville, FL 32218 (904) 661-1200 parsenault@evw-corp.com Authorized Signature Paul Arsenault parsenault@evw-corp.com Technical Representative Robert Amoruso Address/Phone/Email PO Box 520775 Longwood, FL 32752-0775 (321) 690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2018 Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist-Hardcopy Received Certificate of Independence FL17200 R5 COI CI RevO 415-0503 FL17200 ss.odf Referenced Standard and Year(of Standard) Standard rear AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPWfa7XfSAp9Ce%2fl%2bzk3Gg7zLlQksr011Fg%3d%3d 1/3 1/18/2018 Florida Building Code Online Sections from the Code 1 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17200 R5 COC Affirmation FL17200 417-1005 ss.odf Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/14/2017 Date Pending FBC Approval Date Approved 12/17/2017 Summary of Products FL# Model,Number or Name Description 17200.1 9500 Series 9500 Vinyl Sliding Glass Door-96"x 96"XX,OX,XO Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0009 RevO 9500SGD XX XO-OX ss.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL17200 R5 AE PER 2322 RevO 414-0709 9500-SGD-OX- XX ss.odf Created by Independent Third Party: Yes 17200.2 9500 Series 9500 Vinyl Sliding Glass Door- 144"x 96"OXO and 192"x 96"OXXO Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0010 RevA 9500SGD OXO OXXO ss.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45/-45 Evaluation Reports Other:Without Sill Riser Reinforcement shown on FL17200 R5 AE PER 2323 Revl 414-0709 9500-SGD-OXO- Installation Drawing No. EVW0010, Sheet 6, Detail A. OXXO ss.odf Created by Independent Third Party: Yes 17200.3 9500 Series 9500 Vinyl Sliding Glass Door- 144" x 96"OXO and 192"x 96"OXXO Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0010 RevA 9500SGD OXO OXXO ss.pdf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2323 Revl 414-0709 9500-SGD-OXO- Drawing No. EVW0010,Sheet 6, Detail A. OXXO ss.odf Created by Independent Third Party:Yes 17200.4 9500 Series 9500 Vinyl Pocket Sliding Glass Door- 144"x 96"XX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0011 RevO 9500SG0 XX-Pocket ss.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL17200 R5 AE PER 2337 RevO 414-0709 9500-SGD-XX- pocketDoor ss.odf Created by Independent Third Party: Yes 17200.5 9500 Series 9500 Vinyl Sliding Glass Door- 144"x 96"XXX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0012 RevO 9500SGD XXX.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45/-45 Evaluation Reports Other: Without Sill Riser Reinforcement shown on FL17200 R5 AE PER 2352 RevO 414-1102 9500-SGD- Installation Drawing No. EVW0012, Sheet 6, Detail A. XXX.odf Created by Independent Third Party: Yes f - https://www.floridebuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPWfa7XfSAp9Ce%2fi%2bzk3Gg7zLlQksr011Fg%3d%3d 2/3 1/18/2018 Florida Building Code Online 17200.6 19500 Series 9500 Vinyl Sliding Glass Door- 144"x 96"XXX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0012 RevO 9500SGD XXX.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, P.E. FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2352 RevO 414-1102 9500-SGD- Drawing No. EVW0012, Sheet 6, Detail A. XXX.pdf Created by Independent Third Party: Yes 17200.7 9500 Series 9500 Vinyl Sliding Glass Door with or without Pocket- 185"x 96"XXXX, XXXXP, PXXXX,XXXO,OXXX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0014 RevO ss.odf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, PE FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014,Sheet 10, Detail A. XXXX-PocketDoor ss.odf Created by Independent Third Party: Yes • 17200.8 9500 Series 9500 Vinyl Sliding Glass Door with or without Pocket- • 140"x 96"XXX,XXXP, PXXX, XXO,OXX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0014 RevO ss.pdf Approved for use outside HVHZ:Yes Verified By: Robert J. Amoruso, PE FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014,Sheet 10, Detail A. )()(XX-PocketDoor ss.odf Created by Independent Third Party: Yes 17200.9 9500 Series 9500 Vinyl Sliding Glass Door with or without Pocket- 96"x 96"XX, XXP, PXX,XO,OX Limits of Use Installation Instructions Approved for use in HVHZ: No FL17200 R5 II EVW0014 RevO ss.Ddf Approved for use outside HVHZ:Yes Verified By: Robert J.Amoruso, PE FL PE No. 49752 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: With Sill Riser Reinforcement shown on Installation FL17200 R5 AE PER 2443 RevO 415-0503 9500-SGD- Drawing No. EVW0014,Sheet 10, Detail A. XXXX-PocketDoor ss.pdf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovnaht 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: Nrz Credit Card Safe uri,, ,11 I i;11 . https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPWfa7XfSAp9Ce%2fl%2bzk3Gg7zLlQksr011Fg%3d%3d 3/3 EAGLE VIEW WINDOWS SERIES 9500 VINYL SLIDING GLASS DOOR - XX, OX, XO THROUGH-FRAME INSTALLATION ANCHORAGE DETAILS »: U I W GENERAL NOTES: INSTALLATION NOTES: a m o 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION a IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES.INCLUDING BUT NOT LIMITED 1.1. PERFORMANCE STANDARDS USING IN TESTING: TO STUCCO,FOAM,BRICK VENEER AND SIDING. 1.1.1. AAMANVDMA/CSA 101/I.S.21A440-08 s 1.1.2. AAMA/WDMA/CSA 101/I.S.2/A440.11 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,AND/OR • MANUFACTURER'S ANCHOR SPECIFICATIONS.INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO F 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. SUBSTRATE AND MINIMUM EDGE DISTANCES. O w om C9930.17-550.14(XO)AND C9930.18-550-14(XX)AND ASSOCIATED LABORATORY DRAWINGS BY 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL INTERTEK/ARCHITECTURAL TESTING INC. SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. U p 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEMw 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SUBSTRATE. O .. �� a C 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS 3. SEE SHEETS 5 THROUGH 8 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. P A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR 4.TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3 AND 4. co aE REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF O R vJ U < (9• , INSTALLATION. 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE z LL C7 O~ ..Z 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE §I u-0 Z I y �. 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON 3<Z 0 z y4 THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL SHEETS 3 AND 4. W K=00 a ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE 5.2. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS 3 AND 4 ARE >Man'- PROJECT OF INSTALLATION. ACCEPTABLE. W,, J1 4$5 t 5.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN.ANCHOR QUANTITIES CAN BE REDUCED WHILE [, <y t' = 6.WHEN INSTALLED IN LOCATIONS WHERE WINOBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS MAINTAINING EDGE DISTANCE AND O.C.SPACING REQUIREMENTS. w U U) PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN o— BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE. TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. 0 aj at c z 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. W O bfi 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. ? `RIES BY THE AUTHORITY HAVING JURISDICTION. SHIMS)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING Ut W & MATERIAL. 8.MATERIALS W 1 t 8.1. DOOR FRAME MATERIAL:VINYL(PVC). 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 0 8.2. REINFORCEMENT EXTRUSIONS:6083-T5 ALUMINUM. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04E01. INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. 10. DESIGNATION"0"STANDS FOR FIXED PANEL AND*X"STANDS FOR OPERABLE PANEL. 11. INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY.WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER TABLE OF CONTENTS AND/OR THE INSTALLER. SHEET SHEET DESCRIPTION Robed J.Amomao.P.E. 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS Florida P.E.No.49752 a" .4`%. 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE +°., .... 1't:'�Gl X�f':� oaf M �ataE �D 3 96'x 96'XX SGD ELEVATION&ANCHORING LAYOUT l il�. 4 96'x 96'XO OR OX SGD ELEVATION&ANCHORING LAYOUT %\STAVE'OF i40.'• PERFORMANCE RATING 5 XX VERTICAL CROSS SECTIONS :s;oN Ec: MAXIMUM DOOR SIZE GLAZING DETAIL DESIGN PRESSURE(PSE) IMPACT RATING B XX HORIZONTAL CROSS SECTIONS Digitally signed by Robert J.Amoruso, (SEE SHEET 9) P.E. 7 XO OR OX VERTICAL CROSS SECTIONS DN:cn=Robert J.Amoruso,P.E.,o=PTC 96'x 96'XO OR OX A 'I-50 NONE. Product Design Group,LLC ou=FL P.E. 8 XO OR OX HORIZONTAL CROSS SECTIONS SEE GENERAL No.49752,FBPE Cert.of Auth.No.25935, 98'x 96'XX A +/-50 NOTE 6. 9 GLAZING DETAIL AND GLAZING NOTES/BILL OR MATERIALS email=robert@ptc-corp.com,c=US Date:2014.08.27 07:58:18-04'00' INSTALLATION ANCHOR SCHEDULE a) 0 3 MIN.SPACING(IN) INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN. MIN.EDGE BETWEEN FRAME - TYPE SECTION VIEW TYPE SIZE SUBSTRATE SPECIFICATIONEMBEDMENT DISTANCE(IN) ANCHORS ANCHOR CAPACITIES BASED ON (IN) (SEE NOTE 3) CONCRETE ITW TAPCONS(1) 1 1-1/8 3 MIN.2000 PSI CONCRETE w HE?. HEAD 3/16" MASONRY STRENGTH CONFORMANCE TO a 8 (BLOCK/CMU) ITW TAPCONS(1) 1 2 3 ASTM C-90,MEDIUM WEIGHT THROUGH SECTIONS (DENSITY>117 PCF) FRAME ANCHOR ATHRUG ANSI B18.6.1 (WOOD SCREW)(2) (SHEETS STOB) PAN HEAD GRADE 2 EQUIVALENT (SHOWN ON No.10 WOOD (SHOWN ON SHEETS 5 TO 8) 1-3/8 3,4 21/2 WOOD WITH A MINIMUM OW HH-rs s 10 s) SPECIFIC GRAVITY OF 0.42. X O ASME 918.6.4(TAPPING SCREW)(2) O, 1gwYN DGRADE 2 EQUIVALENT , 0W 1 NOTES: ce 6 A O 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. to W 00o rd 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL0.112"PILOT HOLE(DRILL SIZE 34).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPOTTING IS A 0 LL n w m 3 ' CONCERN,DRILL 0.121"PILOT HOLE(DRILL SIZE 31). -'j LL L9 g € _ 3)TWO(2)ANCHORS PER LOCATION ALLOWED TO HAVE 2.45"SEPARATION.3"SPACING IS BETWEEN ANCHOR LOCATIONS SHOWN IN ELEVATION. w<¢4 'EtI B 'SSW 1!9 t,a Q}J I 2.45' (•/-1/4') ANCHOR w U Z 0 !a! FRAME ANCHORAGE • SEPARATION c s f ciii on N MINIMUM EMBEDMENT SEE ANCHOR SCHEDULE - §5 MINIMUJM EDGE DISTANCE. ON SHEET 2. MINIMUJM EDGE DISTANCE. `Mp IC AND EDGE DISTANCE SEE NON SHEET 2 II B HORDULE w I THROUGH-FRAME INSTALLATION OPERABLE AND FIXED DOOR PANELS < 410 4 (OPERABEL HEAD PANEL SHOWN) j `` ..•.",.. . MINIMUJM EMBEDMENT, /% % / SEE ON SHEETC2 DULE .. 'E owl J IW(pQ 1I 1—D JJ LO, Y 11 Robed J.M P.E. U Rookie P.E No.18752 01, f y No.4RDigitally signed by — ''—� Robert.).Amoroso, P.E. EXTERIOR i 4II INTERIOR 45:yirea Amoroso, FE, iv,/ e>u o=PTC Product '� Design Group,LLC, __ _i ?_a lw y7.'0./�xi ou=FL P.E No. ig ' °,'., E°.:.., 49752,FBPE Cert.of -,cii,-<.pn�oo r•„moNat.E,+ AUth.N0.2593$, emalkrobert@Ptc• corp.rom,c=US Date:2014.08.27 07,58:26-04'00' 96.0' FRAME WIDTH o 12.0' 8.0' — 8,0' 12.0' - - T 12.0' 12.0' — o 12.0' -- 0 12.0' -o 4.0' -- 4.0' BC a ,• 5i / 1' . 5 / a m 12.0' 6, 1 . 6 -- I5< e 0 12. 0' -Qzo a 4 .11.11 255 - I Oo¢�` S a N , Pli � i 12,0'/ 1 /L.7 Lo — I 71a g-9 w w = W M w = X X BID' • w�v>w ` W Q p 1 $X o Li_ a 8.0' $ J rnw ,6rF_ � • I w 160.4 °N CO in rii r, 12,0' 4g; 00 I 12.0' I I 12.0' f I J Robert J.Amoroso.P.E. 1 / Florida P.E.No.49752 O e 4,0' y�up gaENN .Ne .f.\-�. _ — 41.25' D.L.O. WIDTH -- INSTALLATION ANCHORS °FS-�,a,a.:o�,,Nt 48,375' PANEL WIDTH (SEE SHEET 2 FOR REQUIREMENTS. '"as'°,N..A,:.`••"^° SEE SHEET 5 & 6 FOR SECTIONS) Digitally signed by Robert J.Amoruso,P.E. SERIES 9500 VINYL XX SLIDING GLASS DOOR Product Group, P.E.o>,PFC Product Desgn Group,LLC,ou=FL P.E Na 49752,FBPE Cert.of Auth.No.25935, EXTERIOR VIEW(96" X 96" NOMINAL SIZE SHOWN) email=robert@ptc-corp.com,c=US Date:2014.08.27 073838-0400' t 96.0' FRAME WIDTH - D7 --- 12,0' 8.0' 8.0' 12.0' -f 4 12.0' -- 7r 12.0' --- 12,0" -3, 12,0' w 1 4.0' — 4.0' B 8 <i) C a 7 I ,.. , �/ 4,' 12,0' °� _ 1 I -- -- og 12,0' Z " ��aa N ZUZ °``P45.5 g2 H 0 1 0 1 e 1 12,0' 3FJZo 1 z H W I QZ'8...>- LTi .Q a W L = _-- - TI W _�> _ H w"_Jtn-w' -ED f w = 8.0' a v'zW til 0 X wa x O pe d d 8,0' ' o p o `uf Q l ,yyek--- I � iM w x l $ ON 412,0' I E _ 12.0' �_ I 12.0' I \ I j r / \ Amoroso.Nnoru .P.E. /,/ j Florida P.E.No.49752 A e p 4,0' Digitally signed by Roberti Amoruso. P.E. — 41.25' D.L.O. WIDTH — INSTALLATION ANCHORS DN:cn=Roberti. yMEB 48,375' PANEL WIDTH (SEE SHEET 2 FOR REQUIREMENTS. ,gat"° o prep u-ct ur. Design Group,LLC, SEE SHEET 7 & 8 FOR SECTIONS) i..-. :a ou=FL P.E.No. SERIES 9500 VINYL OX SLIDING GLASS DOOR `�°Fss.on.o?os.' 49752 FBPE Cert.of �yf NANE�,. Auth.No.25935, EXTERIOR VIEW(96" X 96" NOMINAL SIZE SHOWN) email=robert@ptc corp.com,c=u5 OX SHOWN (XO OPPOSITE HAND AND APPROVED) Date:2014.08.27 07:58:47-04'00' XX VERTICAL CROSS SECTIONS THROUGH-FRAME INSTALLATION o 9 a j j UBSTRATE VARIES.USEE :- - NCHUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON / ANCHOR SCHEDULE ON EXTERIOR FINIS j j SHEET 2 FOR SHEET 2 FOR Lu A. AL ""^a BY OTHERS /i /i'i./ fiPC °^'� a y BY OTHERS REQUIREMENTS. REQUIREMENTS. -C3 ES % ��,,,� EXTERIOR FINIS _n 0 PERIMETE' Q��y ��' PERIMETE' ::DoQ!r 0�P »" SEALANTERS u 1/1j.—._111U SEALANT HERS uis ` (n' �� 0 O ,III EALANT BETWEEN FRAME O -� U rM ii EALANT BETWEEN FRAME o QQQ _ U AND SUBSTRATE BY OTHERS 4 , AND SUBSTRATE BY OTHERS x ' o' • LLO O ;M, 1 NSTALLATION ANCHOR. SEE ANCHOR :" ��ti 1 NSTALLATION ANCHOR. SEE ANCHOR g 19 FN SCHEDULE ON SHEET 2 FOR I SCHEDULE ON SHEET 2 FOR EXTERIOR Ilk._ 4 REQUIREMENTS INCLUDING SIZE. EXTERIOR © (�----4 REQUIREMENTS INCLUDING SIZE, oc n c o W TYPE, EMBEDMENT AND EDGE ' - TYPE, EMBEDMENT AND EDGE Z PE �(1���1� DISTANCE. DISTANCE. N $O p 0 O U IN'T'ERIOR o a o w Q v; , I ( INTERIOR I I g LL LL L2 N €R azz� o HEAD CROSS SECTION 9HEAD CROSS SECTIONTI!ROUGIHFRAME INSTALLATION TIIROUGII-FRAMEINSTALLATION wOPERABLE DOOR PANEL OPERABLE DOOR PANEL L e U z 1 g w 5> MI"! x EXTERIOR Co rid INTERIOR EXTERIOR O � INTERIOR L-1 eat LEI) I' _ „ 9 mINSTALLATION ANCHOR. SEE ANCHOR m I A . i (est tel! SCHEDULE ON SHEET 2 FOR _ T pli _ 1 REQUIREMENTS INCLUDING SIZE, ", i4 C) 1�4440 1111 . i i TYPE, EMBEDMENT AND EDGE O '? �I' i. s O IISTANCE. `'II,111 O. (] SEALANT BETWEEN FRAME '4• 1 �` 0 """ SEALANT BETWEEN FRAME 'lo "O !,�11'II�((.�I ND SUBSTRATE BY OTHERS ,, d ❑ el 11IL AND SUBSTRATE BY OTHERS SEALANT BY i� �A�Q �I a , PERIMETER m 1„LI Q PERIMETER i� \_ -- SEALANT BY Isl ���d�tw. OTHER (�— OTHER Epnr— 70 orr li NI ir��l I������, ral I__I I I���IN 117,:r1 • Ni• \ ` SUBSTRATE VARIES. SEE EXTERIOR FINISH SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON Fio,aaJF E.No 49752 BY OTHER ` ANCHOR SCHEDULE ON SHEET 2 FOR _•.. \ SEQ REMENTS. \ \ \ "EOUIREMENTS. Digitally signed by EXTERIOR FINISH \ ` Robert J.Amoruso, BY OTHER - P.E. INSTALLATION ANCHOR. SEE ON:cn=Robert J. ANCANCHOR T 2 FOR ULE ON REQUIREMENTS d.01.7111440\�� Amoruso,P.E., f' SILL CROSS SECTION o=PTc Product INCLUDING SAE, TYPE, ?c " '°'6t Design Group,O SILL CROSS SECTION O THROUGH-FRAME INSTALLATION e• g LLC, EMBEDMENT AND EDGE I'E ¢-ou=FL P.E.No. TI IROUGII-FRAME INSTALLATION OPERABLE DOOR PANEL I!STANCE. o''•.fir"° .49752,FBPE Cert.of OPERABLE DOOR PANEL lifyF'•.<.on o�'`� .44ta„ii EM�oe Auth.No.25935, email=robert@ptc- corp.com,c=US Date:2014.08.27 07:58:57-04'00' m O a 4 7 F- U W cc E a XX HORIZONTAL CROSS SECTIONS THROUGH-FRAME INSTALLATION 1/4' MAX. x $ SHIM SPACE °"""a SEALANT BETWEEN FRAME SEALANT BETWEEN FRAME sot -W AND SUBSTRATE BY OTHERS ® AND SUBSTRATE BY OTHERS ul g 0 INTERIOR 0k W p o SUBSTRATE VARIES. SEE S— ANCHOR SCHEDULE ON F;% SUBSTRATE VARIES. SEE '-o U ANCHOR SCHEDULE ON SHEEP 2 FOR iQ mQ1 o o N a vi REQUIREMENTS. v p "�'" REQUIREMENTS. cC 5I�■ 1I / SHEET 2 FOR Oo � I,ILL JI7 ZSEE ANCHOR SCHEDULE \ El■ ® III O "Er �'�_�.�_�_�.�i/,j.�7 CI1\,�� •'-, 11 El SEE ANCHOR fl:fl RE� ` ' O Q INDING U>p, � EMBEDMENT AND EDGE \ r r, EMBEDMENT AND EDGE 55 DISTANCE. \,,}I,�i I � i�l Mirk DISTANCE. �X y ■ V 107 1� �� �,,,1/7 w Cepa \\ aQ _ I, oar � � `Iii . �-� EXTERIOR ° El PERIMETER PERIMETER EXTERIOR FINISH SEALANT BY SEALANT BY EXTERIOR FINISH BY OTHERS OTHERS OTHERS BY OTHERS INTERLOCK OJAMB CROSS SECTION JAMB CROSS SECTION O CROSS SECTION O THROUGH-FRAME INSTALLATION THROUGH-FRAME INSTALLATION Robert J.Amoruso,P.E. OPERABLE DOOR PANEL TI IROL'GILFRAME INSTALLATION OPERABLE DOOR PANEL Florid.P.E No.49752 OPERABLE DOOR PANELS erg6 4Y tSLeNa f Oy 13:3:''....,.9, TS E a, 0Oa IO!,O Com` Digitally signed by Robert J.Amoruso, P.E. DN:cn=Robert J.Amoruso,P.E.o=PTC Product Design Group,LLC,ou=FL P.E. No.49752,FBPE Cert.of Auth.No.25935, email=robert@ptc-corp.com,c=US Date:2014.08.27 07:59:10-04'00' OX VERTICAL CROSS SECTIONS cn THROUGH-FRAME INSTALLATION o UBSTRATE VARIES. SEE UBSTRATE VARIES. SEE U o j / ANCHOR SCHEDULE ON / ANCHOR SCHEDULE ON w EXTERIOR FINIS j SHEET 2 FOR � SHEET 2 FOR V BY OTHERS`, /r j,,' A. REQUIREMENTS. •�, OTHERS /� //i'jiE.IREMENTS d 'I v6„6. EXTERIOR FINIS ,wa PERIMETE• I21:ThilI vI[W'6� PERIMETE• polJ=1y=El ill'6` SEALANTBY 6Virl 0SEALANTEBY h di D1.I.10W�0 t lIN)J EALANT BETWEEN FRAME U� U" ��I EALANT BETWEEN FRAME x m 0 , AND SUBSTRATE BY OTHERS 0 —; AND SUBSTRATE BY OTHERS x01 i' O 1 MI 1 O ;P. 1 m NSTALLATION ANCHOR. SEE ANCHOR ® Oc �P 1 NSTALLATION ANCHOR. SEE ANCHOR 1 b. 1111 i. 1 SCHEDULE ON SHEET 2 FOR SCHEDULE ON SHEET 2 FOR s ie EXTERIOR I; 1 REQUIREMENTS INCLUDING SIZE, © I��4 REQUIREMENTS INCLUDING SIZE, i Z o m TYPE. EMBEDMENT AND EDGE EXTERIOR =-i TYPE, EMBEDMENT AND EDGE 3 '$U ��I DISTANCE. I 1 DISTANCE. t° ~ O rill INTERIOR O LL'I I I INTERIOR Zli u_ N mF m z iiz4ES ' >� �a B HEAD CROSS SECTION OHEAD CROSS SECTION w g�,RI ,' THROUGH-FRAME INSTALLATION TIIROUGH-FRAME INSTALLATION C7 v a y re 7 FIXED DOOR PANEL 7 OPERABLE DOOR PANEL a U Z W ul >> LLL li EXTERIOR 0 rill In EXTERIOR O410 t ! INTERIOR klili OD t IIo 61 INSTALLATION ANCHOR. SEE ANCHOR m . .l► E i C %_14 SCHEDULE ON SHEET 2 FOR •"""-'"1; t� REQUIREMENTS INCLUDING SIZE, 0 1; 1 TYPE, EMBEDMENT AND EDGE © '� �, I ©Q ;�; DISTANCE. gii Q ,III_lII Q 1. """ SEALANT BETWEEN FRAME 0 nNalk nn SEALANT BETWEEN FRAME 1 .. . Q AND SUBSTRATE BY OTHERS '` ' ''g I�� 1I ND SUBSTRATE BY OTHERS PERIMETER a1 tg� �\ �,J PERIMETER 1 ,D 0SEALANT BY \P r_7 9 0—A_- SEALANT BY , I 46 i OTHER OTHER (3fl1 1i n. ����%A�lf—I/11`•,.., LuJI Ni `I s Oil, • \1 \I ` \ \, \, ` Robert J..EAmoroso o.4 P.E. SUBSTRATE VARIES. SEE fbntla P.E.No.<9]52 EXTERIOR FINISH \ \ \ SUBSTRATE VARIES. SEE ` \ ANCHOR SCHEDULE ON BY OTHER \ \ ` ANCHOR SCHEDULE ON SHEET 2 FOR Digitally signed by \ SEQUIREMENTS. . •EQUIREMENTS. Robert J.Amoruso, EXTERIOR FINISH P.E. DN.cn-Robert J. BY OTHER -• INSTALLATION ANCHOR. SEE W.q.•`'"!q, Amoruso,P.E., ANCHOR SCHEDULE ON .r.:.C�`E"sE°`,� o=PTC Product SILL CROSS SECTION SHEET 2 FOR REQUIREMENTS : ' a'.�6�162y 0- Design Group,LLC, INCLUDING SIZE, TYPE, � `a Design P.E.No. SILL CROSS SECTION THROUGII-FRAME INSTALLATION EMBEDMENT AND EDGE a.a o4 r iw O THROUGH-FRAME INSTALLATION O OPERABLE DOOR PANEL 9ISTANCE. �;:'<ot,o•:'+ 49752,FBPE Cert.of FIXED DOOR PANEL *'r,oNn..E�' AutA.NoWE.25 S. email=roberttaptc- corp.com,c=US Date:2014.08.27 07:59:20-04'00' 4 I- I— o 0 F 0 o l' OX HORIZONTAL CROSS SECTIONS a THROUGH-FRAME INSTALLATION x 1/4' MAX. O SHIM SPACE 1O^"a O 1 i m SEALANT BETWEEN FRAME SEALANT BETWEEN FRAME AND SUBSTRATE BY OTHERS d' AND SUBSTRATE BY OTHERS I , INTERIOR DiD W p �i W SUBSTRATE VARIES. SEE O n ANCHOR SCHEDULE ONSUBSTRATE VARIES. SEE N F SHEET 2 FOR �we W lei ,±---.--'1-011j ANCHOR SCHEDULE ON , SHEET 2 FOR REQUIREMENTS. \ I j� "'p ......r..... ,_.,....,.,.ii. .IS ; REQUIREMENTS. O CC N rn aoi :: I: TALLATION LT ;1 CHOR. - .\\�~ : 7_ j SEE A CALLATION w S�=O QH0 0 _. i�l j > JLA OgN z.pAOaa>�+NT AND EDGE tu OZ,%:71111, ! 1 DISTANCE. c x Q_. . , oaf { w EXTERIOR 0 PERIMETER EXTERIOR FINISH PERIMETER SEALANT BY EXTERIOR FINISH BY OTHERS OTALANT OTHERS OTHERS BY OTHERS INTERLOCK OJAMB CROSS SECTION JAMB CROSS SECTION O CROSS SECTION O THROUGH-FRAME INSTALLATION THROUGH-FRAME INSTALLATION FIXED DOOR PANEL THROUGH-FRAME INSTALLATION OPERABLE DOOR PANEL Robert J.Moruao.P.E. FIXED/OPERABLE DOOR PANELS Florida P.E.No.49752 Digitally signed by Robert1.Amoroso, P.E. DN:cn=Robert J. °DIN s✓.E.,, Amoroso,P.E, w or°u�, o=PfC Product $Design Group,LLC, !$`.s a.ou=FL P.E.No. .ha4:2a.4°°' O----0°, Auth.No.25 35,of ""je email=robert@eptc. corp.com,c=US Date:2014.08.27 07:58:08-04'00' BILL OF MATERIALS BOM NO. PART NO. 1 PART DESCRIPTION COMPANY I REMARKS a,VINYL COMPONENTS 1' OVERLL THICKNESS IGU� ® Q ri 1 8591 FRAME MIKRON IND.INC. 3/16' TEMPERED x AIR SPACE x I -{ v 3/16' TEMPERED I 4 7701 PANEL STILE/RAIL MIKRON IND.INC. 00 4t FIXED INTERLOCKo o 5 7702 MIKRON IND.INC. 0 LLI 1.PANEL INTERLOCKIIFI O ri 6 7703 PANEL INTERLOCK MIKRON IND.INC. �1 a o 7 7704 INTERLOCK MIKRON IND.INC. Cl ;' 8 7715 PANEL TRACK MIKRON IND.INC. IC I/2'GLASS BITE rc 9 7706 GLAZING BEAD MIKRON IND.INC. 0 ;�' 1 11 7718 ANT1-UFT MIKRON INO.INC. v m 12 7709 THRESHOLD MIKRON IND.INC. g x ' g I LL 13 6152 SETTING BLOCK MIKRON IND.INC. ..C O o rn 14 7556 SCREEN TRACK MIKRON IND.INC. GLAZING DETAIL A W - i LL REINFORCEMENT p 18 7701.1.1 REINFORCEMENT-ALUMINUM ONTARIO EXTRUSIONS 6063-T5 co §O 19 7703.1 REINFORCEMENT-ALUMINUM ONTARIO EXTRUSIONS 6063-T5 g 0 EQ m ES: a COMMERCIAL DOOR HANDLE SET 1.NOTA MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 §t LL 0w i z COMMERCIAL DOOR HANDLE SET 3~Z Z O g R 0 24 6635-1038-01 AMESBURY WHITE TO 90 SHORE A DUROMETER HARDNESS ARE REQUIRED AT Lux=o z COMPRISED OF THE FOLLOWING jry =p ! BOTTOM(SILL)OF GLAZING LITES MORE THAN 3 FEET IN W 25 1988-PRN166MRS5 ROLLER AMESBURY WIDTH. <>� "L U2� 26 6541-1061 SINGLE POINT LOCK • AMESBURY COMMERCIAL 2. FIXED PANEL RAIL SHOWN.ALL OTHER GLAZING DETAILS W >F ` 27 6991-10XX FACEPLATE AMESBURY R Lu SAME FOR FIXED AND OPERABLE PANEL RAIL AND STILE g LD p 28 6635-10XX INSIDE HANDLE AMESBURY CSHAPESOLIDTUBE GLAZING. �i tee 29 6636-1OXX OUTSIDE HANDLE AMESBURY CSHAPE SOLID TUBE N i 30 6000-074-01KD1 CYLINDER-MORTISE AMESBURY .800 CAM vu'i K k 0@B 31 6000-082-01 THUMBTURN-MORTISE AMESBURY .800 CAM £E�I 32 6990-10XX STRIKE-COMMERCIAL AMESBURY COLLAPSIBLE 1 33 SCREW PACKAGE AMESBURY GLAZING 34 1"OVERLL THICKNESS IOU:3/16"TEMPERED x AIR SPACE x 3/16"TEMPERED 35 WET GLAZING COMPOUND SILICONE MISC. 36 QUIET FIN WEATHERSTRIP AMESBURY .270 High x.187 Back 38 #8X 1" WASHER HEAD TEK SCREW-PHILLIPS Robert J.Amoruao.P.E. 41 410 X 1-1/2" FLAT HEAD SCREW Florida P.E.No.49752 OPTIONAL LOCK A H NDlE SET-NOT SHOWN Digitally signed by 42 191014 SBML 2 POINT MORTICE LOCK INTERLOCK Robert J.Amoroso' P.E. 43 P501-0031 MOUNTING PLATE ASSEMBLY INTERLOCK ON:cn=Robert J. �j�MEdPE 44 PS01-3035 EXTENDED PINION GEAR INTERLOCK 1,,f<c4..... "'s Amoroso,duc 1 R�" 45 P501-0330 INTUITION HANDLE ASSEMBLY INTERLOCK " Design Group,LLC, 46 P501-3040 EXTERIOR PULL INTERLOCK `�. rr�r r 49752ou.FL P.E.No. Cert.of 47 P501-5030 M4%26 CSK FLAT 77 INTERLOCK NEED 2 o"esioN�;e�o+'�4Audi.No.25935, 'ynMun...� _ bertoptc- 48 PS01-5014 SCREW M4XSOCSKPOZITT INTERLOCK NEED2 co p.cm,c=US corp.com,r=US 49 PSO1-0060 21 MM ADJUSTABLE STRIKE INTERLOCK Date:2014.08.27 07:57:44-04'00' •• PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA f_ ,.,Q ,Project Name: 7„..2G � (7/ n Rd Pioda'n-o/i• — Permit # /QC / 7 0062 Project Address: ^7.2 0 1 i i"U n Rd, h'/ e lecaki-i c £-ea F L 32Z 3 3 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide .roduct approval may be obtained at:www.floridabuildin .o Category/Subcategory Manufacturer Jri Product Description J Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding ia' V, UA) ���1 '/:� ft/J?C ����' Y500 ,seri es 3. Sectional 4.Roll up 5. Automatic 6.Other B.WINDOWS 1. Single hung E d V i 66J g500 seri e5 (66,25, 2.Horizontal slider 3. Casement 4. Double hung CC''' � 5. Fixed C.:6120- i 85 09 du1 ea, ,G 2,1,1 6. Awning 7.Pass-through 8.Projected `, 9.Mullion REVISION 10.Wind breaker t '�-o062- 11.Dual action BP# �c DATE 11_ l2 ! SIGNED 12. Other Category/Subcategory Manufacturer Product Description `Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8.Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof S. S. •• 17. Other Category/Subcategory Manufacturer Product Description 'Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up - 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates • 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9.Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other • C. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State # Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. ✓�(Contractor Name) (Print Name) a Pdco._�1f'72/�� (Signature) Company Name: a w ner - ethr P17( Mailing Address: (((CO CO C O( ; zI Dr.- Civ: Ya c f S c 17v/ /[ e State: /' Zip Code: 3 2 Telephone Number: ( 33 - oZ 7/ 3 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: 11.