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571 Selva Lakes Cir PPI20-0002 window & wall repair permitOWNER:ADDRESS:CITY:STATE:ZIP: BLACKBURN LESLIE 571 SELVA LAKES CIR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: A.J. WELLS ROOFING 5432 WELLER PL JACKSONVILLE FL 32211 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172027 5528 SELVA LAKES UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 571 SELVA LAKES CIR PRIVATE PROVIDER INSPECTIONS ALTERATION RESIDENTIAL WINDOWS AND COQUINA WALL REPAIR $27000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $104.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.21 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.14 WORK WITHOUT PERMIT 455-0000-322-1000 0 $214.50 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: 4/7/2020 PERMIT NUMBER PPI20-0002 ISSUED: 4/7/2020 EXPIRES: 10/4/2020 PRIVATE PROVIDER INSPECTIONS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD TOTAL: $424.35 2 of 2Issued Date: 4/7/2020 PERMIT NUMBER PPI20-0002 ISSUED: 4/7/2020 EXPIRES: 10/4/2020 PRIVATE PROVIDER INSPECTIONS PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -s�.�J,; City of Atlantic Beach APPLICATION NUMBER �s ._ Building Department (To be assigned by the Building Department.) FM s i 800 Seminole Road P P t Z_D—CX)O Z_ r� Atlantic Beach, Florida 32233 5445 LJ hV��..JJ Phone(904)247-5826 - Fax(904)247-5845'-e it 0 E-mail: building-dept@coab.us Date routed: z/Z3/Z-O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: E ( ( SGi.vp LA l«S _De,panment review required Ye No (_Buildin Applicant: IA .� AJ ELL_ Planning &Zoning I Tree Administrator Project: \',� /V lI��OU3C0GOKA Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District - Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. Yrenied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: _ Zc-)2v TREE ADMIN. 2r— Second Review: proved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: fn., Date: 3/30/2C) FIRE SERVICES Third Review: Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 03rf '�� Building Permit Application OFFICE COPY Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY -£Jit Phone: (904) 247-5826 Email: Buildiing Building-Dept@coab.us IS REQUIRED. Job Address.. ) 5eitU� La-te-s (� 41-1441+76- 644 3 Pie m Number: P P12_0 - 000 z_ Legal Description-}3'I I )1-3S `aq / va Lae-es Urn 4- 7- Ltt (o L RE# 1']01 o a'1 -522-g Valuation of Work(Replacement Cost)$a'] DOB.00 Heated/Cooled SF iScc Non-Heated/Cooled 1997 • Class of Work: ❑New ❑Addition KAlteration Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial %Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes to • Will tree(s) be removed in association with proposed project? EYes (must submit separate Tree Removal Permit) 14LVo Describe in detail the type of work to be performed: C.. ��//{I� /d2 / /xc ./r7y s d1C t l - �('/vp l-era r ons C P/ lL') et.Als, (.lWait E./tram Florida Product Approval# 0,9 mOrke (. 51/As-or multiple products use product approval form Property Owner Information Name L (tom Alpfettarn Address SI 1 Salvt (�'C City R-�-tart-1l ' State � Zip 3Z-2-33 Phone 6104 - 1 E-Mail / ses L C Liatc y0 \Gkcc .e�v.� Owner or Agent(If Agent, Power of Attofney or Agency Letter Required) Contractor Information�nlnn l Name of Company K-welts R.O6 n COs k-Lon Qualifying Agent (=h'�u,r IA)'Q-tt Address5j S) CO /Leld 4t"f City�GLx, State 0, Zip 3 22-1 Office Phone gD'4 6S2 -00 "/ Job Site Contact Number q Oq -1}4(o —Ci/ ' l(a State Certification/Registration# ('b /S'/1227 2- E-Mail 14,1 m �J hee1(s Cf . Gt7n�-i Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer fBrt d t ft 6-(a OR Exempt❑ Expiration Date 0S-2,1 -2020 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING • • ' OTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contracto Si ed and sworn to(or affirme. bef.re me this day of Si . d and sworn to(or affirme.) before me t�his�da lay of 7i)20,by i� kir 64)/ 2020,b i41-447 Si, :t r- .f.. . ' _ • • ' y�Ng, Notary Public State of Florida et Notary Pudic Stag of Florida i' Kimberly Wilds Kimberly Wilda [/J`Reisonally Known ORMy Commission GG 936971 •• sonally Known OR - , My Commission GO 936971 Produced Identification Expires Oe/26/2o2t ( i or Expires 04/284021 Produced Identification Type of Identification: Type of Identification: OFFICE COPY LEGACY Geotechnical&Materials Engineering&Testing ENGINEERING, INC Calibration&Product Testing 6424 Beach Boulevard Phone 904-721-1100 Jacksonville, FL 32216 Dispatch 904-735-1100 E:dpotter@legacyengineeringinc.com Cell 904-322-4797 PRIVATE PROVIDER CONTACT INFORMATION CONTRACTOR CONTACT INFORMATION Services be provided: 0 A(4\k( Plan Review Primary Contact: ❑Inspections(Foundation/Slab) 0 Inspections(Above Slab) �t9h� Position: ❑Inspections(Mechanical) 0 Inspections(Electrical) SLI r/ ❑Inspections(Plumbing) 'Inspections(Complete Permit) Phone#: 904—T`Tl0"DU'I(0 NOTE. Private Provider to perform all inspections in the category selected. 1 '' (1'' /' f1q(Neerbi Tv• Secondary Contact: 1 Mh (�l (� Name of Firm: L (�/ t S� Primary Contact: J h �O Position(:� T�'tL /�-' q, Phone#: Iny -721 � vo() Phone#:- /o4-(jS3 -t(0 OWNER&PROJECT INFORMATION \/ Permit Number: I -Residential 0 Commercial Address: �l1/( pp �/'/ S CA t Property Owner: LAS(1 e. &tLt(�K-J�(,LINI Indivi ldual�(�❑�Corporation 0 Partnership N Primary Contact: L` Phone#: t/� —J—! ` ' I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s.553.791,Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify,defend,and hold harmless the local government,the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall,within 1 business day after any change,update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. NOTARY AS TOO N I attest this information i true and accurate to the best of my Knowledge. �, 20 � ^ w n Before me this day of! // �� (/�//C l0, 4 Personally appearedYI 4/"�N�' a c• Ea Pro Owner Signature 0 Owner Authorized Agent Who executed the foregoing instrument,and acknowledged beforerq cai a A-r-4-tutc me the same was executed for the purposes th ein expressed. Z Y 2W / 11/J Q Qf Type of ID produced: ' / l 0��� • Print Name wC/t� fa Notary(Signature): I 1 Printed Name: 1!x f ' ."41;') a5"-- aD - My Commission Expires • -2- Date Doc # 2020043672, OR BK 19115 Page 1216, Number Pages: 1 , Recorded 02/25/2020 09:55 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 OFFICE COPY NOTICE OF COMMENCEMENT eP (PREPAREIN DUPLICATE) Permit No: ? 0 °Z TaxFolio No. ••Stale ofFLO County of DUVAL To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Sectlon 713 of the Florida Statutes,the following Information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being Improved:43-11-17-2S-29E SELVA LAKES.UNIT 2 LOT 66 Address of property being improved: 571 SELVA LAKES CIR ATLANTIC BCH FL 32233 General description of improvements:ALTERATIONS AND REPAIRS Owner LESLIE BLACKBURN Address 571 SELVA LAKES CIR ATLANTIC BCH FL 32233. Owners interest In site of the improvement PRIMARY RESIDENCE Fee Simple Titleholder(It other then owner) Name . Address Contractor AJ WELLS ROOFING AND CONSTRUCTION Address 5651 COLCORD AVE JACKSONVILLE FL 32211 Phone No,904-553-Doss Fax No. 904-328-3754. . Surety(if any). Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of parson within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Uenor's Notice as provided In Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a ; different date is specified): THIS SPACE FOR RECORDER'S.USE ONLY OWNER Before me this day of • 0e1hF_ +TE In the to County,�r Q0y �td�,���psraonslly=•peered ' ! i herein by himself/herself and eftlrtns that ell statements and declarations herein41101`. 11 imbue and accurate Sfr . ice , , No=ryPublicatLarg-, eof Coon of My commission expires: 9L�.f Personally Known or Produced Identification �� OFFICE Cr"" • Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ,f _ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 n ;= Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: P1'I"a 0-000 a, ❑ Revision to Issued Permit OR Lld Corrections to Comments Date: 5 IcY 3 Idnr Project Address: 5 9- 1 S-LA v c1 Lci u S C((►( Contractor/Contact Name: A - W L iA S VObc;(\.LJ Contact Phone: ID 4 4 9 (D otp t (d Email: CLr -mutt 3 u).0.. ( C(. hdo• Cdr • Description of Proposed Revision/Corrections: \L- pi odLvt 49(LJa\ A tm ls-e✓ S I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*Yes (additional increase in building value: $ _ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �� (Office Use Only) LNApproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments p.4IY n-k i 1' R,2 Ad e i S Sc/-eel Dei. -nt Review Required: Bui • Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 3/30 / )03-C.) Public Safety Date Fire Services Updated 10/17/18 3/19/2020 Yahoo Mail-RE: [EXTERNAL] Fw: Emailing:pr for 571 Selva Lak Ci ,stuccoand windows Pamir-e4 pief 2 0 -- o 2 RE: [EXTE NAL] Fw: Emailing: pr for 571 Selva Lakes Cir., stuccoan indows From: Kevin Stokes (JXVL WNDW) (jxvlwndw@lansingbp.com) To: arthurjwells@yahoo.com OFFICE COPY Date: Thursday, March 19, 2020, 08:44 AM EDT Here are the FL#'s for what windows you got for this job �f • 1.1 olv4On RP40101., Vunii36- 5 lop ;t . R� 5179.13 --- 2 lite Slider ? I�J� kjJ� rj MAR 20 271 2020 1). 5177.14 --- Fixed 5414.5 --- Single Hung Kevin Stokes Clit/r/if eAW f Window & Door Specialist I, 12740 Kenan Drive J 1/ EZ L s /'n o i// Cfil/V5740/C'0 Jacksonville FL 32258 904-519-1227 Ixr#10 it/e-LL5 jxvlwndw@lansingbp.com 4, ,,,,‘/‘ a k It)&1/5rtliea ., ceypt From:Arthur Wells <arthurjwells@yahoo.com> Sent: Wednesday, March 18, 2020 2:34 PM To: Kevin Stokes (JXVL WNDW) <jxvlwndw@LansingBP.com>; Open (JXVL IS) <jxvlis@lansingbp.com>; Open (JXVL IS) <jxvlis@lansingbp.com>; Kim Wilds <kim@ajwellsrfg.com>; Heather Wells <heather@ajwellsrfg.com> Subject: [EXTERNAL] Fw: Emailing: pr for 571 Selva Lakes Cir., stuccoand windows 1/3 ,c., -,r\J, ,, CITY OF ATLANTIC BEACH ;._, j 800 SEMINOLE ROAD Z!: ATLANTIC BEACH, FL 32233 COPY (904) 247-5800 \-'JFf1)'r OFFICE BUILDING REVIEW COMMENTS Date: 3/3/2020 Permit#: PPI20-0002 Site Address: 571 SELVA LAKES CIR Review Status: Denied RE#: 172027 5528 Applicant: A.J. WELLS ROOFING Property Owner: BLACKBURN LESLIE Email: ARTHURJWELLS@YAHOO.COM Email: LESLIEBLACKY@YAHOO.COM Phone: 9045530069 Phone: 9049944771 9044460616 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Commen : _) 1. Only 1 FL: , as submitted for a single hung-window. There was insta . 'e I instructions submitted for a fixed ' dow and installation information for Simonton window mullions. Be of these items require the F #s be submitted. Building Mike Jones ✓ln 3( 5*oz.0 Building Inspector/Plans Examiner ` City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: e,DQ die) co r" re%-*A 4s it7/a rxy All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Doc # 2020043672, OR BK 19115 Page 1216, Number Pages: 1, Recorded 02/25/2020 09:55 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 .00 JOB COPY NOTICE OF COMMENCEMENT : LEGACY Geotechnical&Materials JOB COPY Engineering&Testing ENGINEERING, INC Calibration&Product Testing 6424 Beach Boulevard Phone 904-721-1100 • Jacksonville,FL 32216 Dispatch 904-735-1100 E:dpotter@legacyengineeringinc.com Cell 904-322-4797 PRIVATE PROVIDER CONTACT INFORMATION CONTRACTOR CONTACT INFORMATION Services to be provided: 11 ,, ��� n'' US❑Plan Review Primary Contact:A/4W �C 0 Inspections(Foundation/Slab) 0 Inspections(Above Slab) Position:0129h 9h er ❑Inspections(Mechanical) 0 Inspections(Electrical) ID �Inspections(Plumbing) 1.1 Inspections(Complete Permit) Phone#:c9O1.L./�`f(p� O CI NOTE: Private Provider to perform all inspections in the category selected.se /.E'�j1 cel iY1G (Neel1/lg t y►NC� Secondary Contact: 1 Name of Firm: �__ J� .1 Primary Contact: DGW Position( Phone#: 9 —221 — I VDU Phone#: 104 S3 &(46 OWNER&PROJECT INFORMATION \/ Permit Number: / Residential 0 Commercial Address:5 7 Les Property Owner: Les(1 e p 104 kloux yUndividual ❑Corporation 0 Partnership Primary Contact: ('tk Phone#: 1014 4- L 7 ( I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application,as authorized by s.553.791,Florida Statutes.I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes,except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected.I agree to indemnify,defend,and hold harmless the local government,the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections,and enforce the applicable codes within his or her charge pursuant to the standards established by s.553.791,Florida Statutes.If I make any changes to the listed private providers or the services to be provided by those private providers,I shall,within 1 business day after any change,update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code,land use,environmental or other codes. NOTARY AS TO 0 N`E� �,,/ a �H I attest this information i e and accurate to the best of my Knowledge. Before me this 7 day of r1(.�(,L l 20 2-0, s s_ N a / ��QQ Personally appeared 4 cur 9 a ' r a Pro Owner Signature 0 Owner Authorized Agent Who executed the foregoing instrument,and acknowledged before g Aril-ttuf 1me the same was executed for the pA�/ses thgvrem exp ed. bzYZW Wf� s Type of ID produced: ' J ' U cAtio ��l/V i/« g Print Name Notary(Signature): /,` •r Printed Name: I r .o ' CO/td f malas 13000 _ . Date My Commission Expires • Fl 5- l77 . lI{ JOB COPY 4 I F a✓ I 2 I 1 REV. REVISIONS REVISED BY: DATE: NO P.E. SEAL REQUIRED t MODEL DESIGNATION' Simonton Series 43-17 Vinyl Fixed Window INSTALLATION SUPPORTED 1 CORRECTED SERIES IN MODEL DESIGNATION. T.D.D. 10/17/08 MAXIMUM OVERALL N2MINAL SIZE: See Size Chart BY AAMA TEST REPORTS 2 ADDED 74 X as AND AU x 48 HER lESt REPORT//8B9309.01. T.D.D. 11/30/09 3 UPDATEINOTES,GENERAL DESCRIPTION AND T.D.D. 03/31/11 DESIGN PRESSURE RATING: See Size Chart ANCHORAGE PER NEW TESTING 4 ADDED FLASHING NOTE. T.D.D. 05/11/10 )ISARI E CONFIGURATIONS: 0 5 ADDED GLAZING DETAILS. T.D.D. 136/0B/11 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". INTERIOR /6 X 1 1/4"MIN. WOOD SCREW WITH 1.00"MIN. SILICONE CAULK EMBEDMENT INTO WOOD 0 SP B 2X BUCK 3/16'ACER ANNEALED B 0 II— — � AIR SPACE MAX.2" AMAX I MAX. I _-' SIUCONE CAULK F2,1. 3/16" ANNEALED —L /1 4"MAX. SHIM 1/16"X 1/2"r -1I I) EXTERIOR I TAPE(VENTURA)uZING 4 '''6 0.500"GLASS BITE 1 HEAD 4X SCALE GLAZING DETAILS x c2 ci v Q 2X BUCK o a ri SILICONE CAULK 21 1/4'MA%. SHIM_ 1 /6 X 1 1/4'MIN. WOOD 1/4" MAX. SHIM SCREW WITH 1.00"MIN.a � S: - SWCONE CAULK II; z ��.' EMBEDMENT INTO WOOD o /6 %1 1/4"MIN.WOOD �� 2X BUCK SCREW WITH 1.00"MIN. _ a EMBEDMENT INTO WOOD .�� - SILICONE CAULK (�_ i SIUCONE CAULK 4 O 4X SILL D JAMB SCALE X SCALE ONOTES: 1,,‹ 1. This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure L J requirements os determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed - - - - - the design pressure ratings herein, for use outside the H.V.H.Z. Q -r 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall "W"MAX.OVERALL FRAME WIDTH dressing or stucco and into wood. A 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, A or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims ore optional. Max. shim stock is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impoct resistant SIZE CHART shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is OVERALL SIZE being installed. WIDTH HEIGHT' DP RATING MATERIAL: _SIZE:PRAYING NO.: REV.: MSCI OSORE Srn NT SIMON TON B I IN0278 5 of Si This document is the property of Simonton Windows,which RMS FINISH: Dimensional Tolerances 0 DRAWN BY: DATE: 96" 72" ±30 PSF retains all proprietary and other rights to its subject matter. rxr0YT Ac untr9 UnVas Otherwise Specified w 1 . o o w s T.D.D. 06/20/08 • This document o provided to the recipient on the expressed ALLOY&TEMPER: I Cochrane Avenue 96" 63" ±35 PSF condition that it is not to be disclosed,reproduced in whole or Perushoro WV 26415 CHECKED BY:DATE: Part,nor used in conjunction with the design,wonufocture or Wtipm, 7ULUML: Decimals Angles 74" 63" ±50 PSF raper of goods for onyone other than Simonton Windows SCALE: SHEET: APPRYD BY: DATE: without its consent. This restriction does not limit the — .0 3 .03 FIT 1 Dl I 80" 48" ±55 PSF recipient's rights to utilize information contained In this SURFACE AREA: PERIMETER: .XX t .01 0- 30 min. SERIES document which is properly obtained from onother source. .XXX± .005 43-17 PICTURE(FIXED)WINDOW FINISH TREATMENT: TITLE: FILE:IN027B 2%BUCK INSTALLATION 4 I 3 I 2 I 1 JOB COPY FG 5 Yl Y. C REV' REV190NW REVISED 8Y6 DATE: NO P.E. SEAL REQUIRED E MODEL DESIGNATION: Simonton Single Hung Series 43-17 Vinyl Window INSTALLATION SUPPORTED 5 UPDATED ANCHOR LOCATIONS PER NEW TEST T.O.D. 10/13/09 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY AAMA TEST REPORTS a UPDATED NOTES AND GENERAL DESCRIPTION. T.D.D. 07/08/10 7 ADDED FLASHING NOTE. T.D.D. 05/10/11 DESIGN PRELt RE RATING: See Size Chart a UPDATED 92E5 AND ADDED NOTE 9. TAD. 02/03/12 USABLE CONFIGURATIONS: 0 9 UPDATED ANCHOR SPACING PER NEW TESTING T.D.D. 08/10/12 X SIUCONE CAULK 10 ADDED MIN.EDGE DIST.NOTES G,M 06/17/15 #6 X 1 IMIN. WOOD 2X BUCK GENERAL DESCRIPTION; The head, sill, and side jambs are extruded PVC. The wall thickness SCREW WITH 1.00" MIN. r i through which the anchor screw penetrates is a minimum of 0.070". EMBEDMENT INTO WOOD MIN. EDGE DIST., SEE NOTES .'—'�_ SILICONE CAULK ill1/4" MAX. SHIM SIZE CHART I jt 2" OVERALL SIZE 2" __CI I� 8" O.C. MAX. WIDTH HEIGHT DP RATING O HEAD MAX. MAX. TYP. I "IN" " 1 4X SCALE 131 2X BUCK -- 148" 80" ±25 PSF j 44" 63" ±35 PSF SILICONE CAULK a 36" 76" #6 X 1 1/4" MIN. WOOD 1/4- MAX. SHIM M 36" 76" • ±50 PSF SCREW WITH 1.00" MIN.96 / , EMBEDMENT INTO WOOD Aril _LMIN. EDGE DIST., SEE NOTES a 0:— 1/4" MAX. SHIM /I _ 01CDSILICONE CAULK SILICONE CAULK J I�� i ' #6 X 1 1/4" MIN. WOOD ��■, SCREW WITH 1.00" MIN. 2X BUCK EMBEDMENT INTO WOOD '.� JAMB ' MIN. EDGE DIST.. SEE NOTESCI) 4X SCALE ISILICONE CAULK _ C) SILL W 4X SCALE m a J , . tJ aO Ix NOTES: om< 1. This installation has been evaluated for use in locutions adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed < the design pressure ratings herein, for use outside the H.V.H.Z. M 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. _ 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall ' dressing or stucco and into wood. ' 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and onchored properly to transfer loads to the structure. ' 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Glazing shall comply with ASTM E 1300-04. nl 10. Installation screws must be at least 1/2" from edge of the wood. MATERIAL 'SIZE ANWNG NO.: '°"R"-T"TE�e"T SIMONTON° B INOT62 10 'L i J This document is the property of Simonton Windows.which RMS FINISH: Dimansiond Tabrantes , BRAWN BY; BATE: ratans as proprtetry and other rights to Its sub moor. prsp�As Nd1m Uniess Otherrise Soaeifss T.D.D. 11/09/07 This document ie provided to the recipient on the e.pressed ALLOY&TEMPER:not to be d1 Cochrane Avenue CHECKED BY:DATE: condition toot x isdisclosed,reproduced n Mole or Palmin..WV 2h415 port,nor used In conjunction oith the design,manufacture or WEIGHT: MUM., Decimals Angles "W" MAX. OVERALL FRAME WIDTH repair of goads for anyone other than Simonton Windows SCALE: APPRV'D BY: DATE: without Its consent. Rile restriction does not(knit the .X t .03 TIT 1 of 1 recipient's rights to utWi:e information contained In this SuRF" AREA: PERIMETER: .XX t .01 0' 30 min. SERIES: dooumat which A properly obtained from another source. FINISH TREATMENT: .XXX t.005 43-17 SINGLE HUNG — ifiE: TILE:IN0162 2%BUCK NEW CONSTRUCTION INSTALLATION REVISIONS dplat,n REV. DESCRIPTION DATE BY 1 CObMNCAIM "NNlaRC9 r/+Mc, 3 04/15/2011 JRM Revisetl per 2007 Florida 8uiltlinq Code, Added Sheet 8. EXTRUDED NON—IMPACT VINYL MULLIONS per 2010 Florida Buildin WITH ALUMINUM REINFORCEMENT a Code, updated general notes sh?.1.01/20/2012 CAP 5 Updated DP ratings chart and ALL NON—IMPACT WINDOW SERIES 06/20/2012 T.D.D. added new mullion covers. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH 144'MAX.UNIT VeDTH 1..._ CHART FOR SINGLE SEE CHART FOR SINGLE TABLE A — MAXIMUM DESIGN PRESSURES CPSF) UNIT MAX.WIDTH I UNIT MAX.M10TN MULLION # CM0146 IndiLidtml Unit Width MMIO®ID�O®®0�0�® .:MEL " r ®®®®®®®0®®©®®®©®_®_®0®®_®0®®®MEIMMEMIME111 MEM ®®®®�0��00000®DA��O®®®®®®®®0�0®®AAIOIA®®®® J> F /® s g ®00®®0®®®®©©0_4 00®A®000®®®®®le �®0®DO®®®®A®®O®®®0®®®0000® ®0®0®®®AAO©®® 1111MMIZEIMMEMEMMEMIIMMEMMEMMICIIIIMUMMEMEMI1111181111 MAXIMUM SINGLE WINDOW WIDTH WINDOW TYPE WINDOW WIDTH 4 1/16" -- 3 13/16' DOUBLE HUNG 56" 7/16' 3 1/8" 3 3/e' HORIZONTAL SLIDER 72" f CASEMENT 36" FIXED 96" �() I y I •• �1-21-1jI n , MULLION TRIBUTARY WIDTH = SUM { I OF ZONE 2 WINDOW WIDTHS 3/16"—I = • ALL FIN & J FRAMES H—MULLION LARGE MULL REINFORCEMENT #CM0146 LARGE VINYL MULLION COVER #VPI-573 „,Ishii,.,,, ALUMINUM 6063—T6 EXTRUDED VINYL .071" MIN. ..'." oREW ,,, '61',\‘GENSeG42 . :v. No 58201 •'111 r.*; * ;*I �:• STATE OF /Is �i7 d.l RMO]148I7 .....4(<%,,,....0 �••,�, �:• ,i 51MONTON Im, 3-ID-06 �8`S•C.O R 10.•GA J, Ium •••••• D` ii/le/08 SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. �.OS70NALt.`P.., "'"°` • ""ri '••`o1.L L+•nva�•�'►p° Si:onz �...„IL/I..T�, a:i...•O^-n OL000JRtCEO AWL MULLIONS REVISIONS ailltAPF ON' REV. DESCRIPTION DATE BY 1 caWRAHCa .«x6-224. 26,115Pic 3 04/15/2011 JRM Revisetl per 2007 Florida Builtling Code, Added Sheet B. EXTRUDED NON-IMPACT VINYL MULLIONS 4 Revised per 2010 Florida Building 01/20/2012 CAP WITH ALUMINUM REINFORCEMENT Code, updoted generol notes shf.1. ALL NON-IMPACT WINDOW SERIES 5 Updated DP rotings chort and 06/20/2012 T.O.D. Dried new mullion cvers. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH 144•MAX.(2)UNIT WIDTH SEE CHART FOR SWCLE SEE CHART FOR SINCLE UNIT MAX.WIDTH UNIT MAX.WIDTH TABLE B - MAXIMUM DESIGN PRESSURES (PSF) 1111” P,111111111friniMr MULLION #16991 11dnid1361 Unit Width 23 13 32 36 40 44 48 52 56 e3 63 55 72 1404 73:5 ��� 1 75 75 75 75 75 75 75 75 75 75 as 75 ' 75 73 'S 75 '7<_ 73 75 73 75 75 13 75 52 75 75 75 75 75 75 75 75 75 75 75 75 75 a 56 75 75 75 75 75 75 70 A A 70 A 70 70 F. ft 60 75 75 75 75 70 65 65 65 60 60 65 60 60 a � 61 75 75 A 65 65 60 55 55 55 55 55 55 55 ! / /tr•iTF/.� - a ': 75 3 65 60 55 55 50 50 50 30 45 45 45 ® 10". /i ® x i ? 7. 73 A 60 55 53 50 45 45 45 45 40 40 40 /� � i 80 65 65 55 50 50 45 43 40 40 40 40 40 35 89 65 SS 50 45 40 40 40 35 35 35 35 33 / / 84 65 55 50 L 40 40 35 35 35 35 30 30 30 I / / 88 60 55 45 45 40 35 35 35 30 30 30 30 30 92 55 AI 45 40 35 35 35 30 30 30 Z 25 25 96 55 i5 b 40 ._ 35 30 30 30 25 2S 23 / 3 3/6' . 1 7/16' 2 7/16' 3 1/4' 1II� ' . 1/2' 2 I/4• IS I �I 1 3 1/6' ia , � , 2 11/1611 JrI ' 1 nL I - RETROFIT H—MULLION J 1 _ LARGE VINYL MULLION COVER #VPI-3543/16--I PROFINISH H—MULLION EXTRUDED VINYL .071" MIN. LARGE VINYL MULLION COVER #VPI-560 LARGE MULL REINFORCEMENT #16991 EXTRUDED VINYL .079" MIN. 3 3/B• 14,Hnr4nri4j� ALUMINUM 6063—T6 `���`p,NORE W Tei,. 7/16' 2 7/16' ;�p`?:' C E N,f't�•G13%, MAXIMUM SINGLE WINDOW WIDTH .- No 58201 •''P WINDOW TYPE WINDOW WIDTH (I 111 e SINGLE HUNG 52" • tU b: DOUBLE HUNG 56" '', U ,I I .9 m• w: STATE OF :• HORIZONTAL SLIDER 72" I 1..0% ,c .�: CASEMENT 36" Zt. FIXED 96" �, ,,'�SS�ONA'1E•?O�,` MULLION TRIBUTARY WIDTH = SUM 4000 SERIES RETROFIT H—MULLION E11t1 OF ZONE 2 WINDOW WIDTHS LARGE VINYL MULLION COVER #VPI-354 aSiMONTo EMMEN X� %....... jam EXTRUDED VINYL .071" MIN. ______ ��� SEE NOTES SHEETS 6. 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. I,: ".rm.4T. na>•a:r:n.x.� .,.»...,...c.o.....a.0.,rs rtsaro X.xi4.>♦r.Mam m•'�� REVISIONS Wi!AR IQM REV. DESCRIPTION DATE BY 1 COCHRANE AVE.PENN560RO..2655 PH.e00-426-2249 3 Revised per 2007 Florida Building 04/15/2011 JRM Code, Added Sheet 8. EXTRUDED NON—IMPACT VINYL MULLIONS per 2010 Florida Building WITH ALUMINUM REINFORCEMENT 4 Code. updated general notes sht.1.01/20/2012 CAP ALL NON—IMPACT WINDOW SERIES 5 Upd61 aetlted ew mullDP ration ings covers.chart cod 06/20/2012 T.D.D. 1 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH 144'MAX.(2)UNIT VADTH - TABLE C — MAXIMUM DESIGN PRESSURES (PSF) SEE CHART FOR SINGLE SEE CHART FOR SINGLE MULLION 1116990 UNIT MAX. VA t UNIT NAX.WIDTH Individual Unit Width rIMIIMIllir , 24 28 32 36 40 44 48 52 56 ' 60 64 68 72 Ilpr - 40 75' `75 75 75 ;.:.,75 75 75 75 75 75 75 75 75 — 44 75 75 75 75 75 75 75 75 75 75 75 75 75� 45 75 5 75 75 15 75 75 75 75 75 7.5 75 75 I I� c _ 75 .5 75 75 75 75 70 70 70 70 70 70 70 56 75 75. 70 65 W 60 55 55 55 55 55 55 55 70 60 55 50. 50 45 45 40 40 40 40 d0 40 -i — N 60 45 50 40 4_5 35 40 35 40 30 35 30 35 a_ _. 30 -. 30 -- 30 _- 30 30 � 25 ®resrwo i..ri/ I= or j i40 35 30 25 5 25 20 .0 20 20 20 20 ZO s' ?6 35 30 25 20 'n 20 20 IS 15 15 15 15 15 16 A166 , Ahlh, Ailig 1/1111 2 15/16' —1 5/6•-----1: } 1-1 13/16• to n MAXIMUM SINGLE WINDOW WIDTH = I 1 _.1_ WINDOW TYPE WINDOW WIDTH iOI SINGLE HUNG 52" _ 1 1/4'—' DOUBLE HUNG 56" _ 31/I6' e 1/4--11.._ HORIZONTAL SLIDER 72"__ 2 13/16' CASEMENT 36" FIXED 96" MEDIUM H—MULLION VINYL COVER #V346A MEDIUM MULL REINFORCEMENT #16990 MULLION TRIBUTARY WIDTH = SUM ALL NEW CONSTRUCTION ALUMINUM 6063—T6 OF ZONE 2 WINDOW WIDTHS EXTRUDED VINYL .071" MIN. ,Ctttttttttttttt tttt,P pENS,TCi1Q`' .v: No 58201 Spm *: * i*- :13.' STATE OF ;� S(<''-.40R10P•.2., I.6`,,�ONAL �G�,` y2 n RMool5917 4j.nrnnlpP i'— (ij SIMONTO 61t(3 T/18/o6 ,onno„ ioo 9z/Ia�oe +'+'0.75.11.0"4.'8 "1F` °51 720/,2 SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. _ _ �,ALL MLLD RR UC1S ®arrvcAsmrvl.n nnc RLINFORLED VINYL MULLIONS REVSIONS •9UAONTON' REV. DESCRIPTION DATE BY 1 C006A69 AK P00493080.wv 26415 Pe.600-426-2249 3 Revised per 2007 Florida Building 04/15/2011 JRM Code, Added Sheet 8. EXTRUDED NON–IMPACT VINYL MULLIONS 4 Revised per 2010 Florida Building 01 2012 CAP WITH ALUMINUM REINFORCEMENT Code, updated 9enerol notes sh?1. / / ALL NON–IMPACT WINDOW SERIES 5 Updated DP ratings chart and 2006/20/2012 T.D.D. added new mullion covers. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Nate 1, Sheet 1 10/03/2017 LMH 144 MAX.UNIT WIDTH SEE COURT FOR SINGLESEE CHART FOR SINGLE UNIT MAX.WIDTH —r— UNIT MAX.WIDTH TABLE D MAXIMUM DESIGN PRESSURES (PSF) MULLION # 20634 \\\\//: / Individual Unit Wiith / '-I 1 28 32 36 1C 41 1 1S 52 1 56 60 61 68 7`,� 40 75 75 75 75 75 75 75 5 75; .75 75 75 1 / '44 75 75 �5 75 75 75 ?5 5 75. 75 75 JS 7S'*�w L' 48 75 75 75 75 75 75 75 75 75 '75 75 75 75 et � � 52 75 75 75 75 75 75 75 75 75 75 75 75 75 �� � .56 75 75 "8 70 6i NI 6J C>(1 CA f.4 fO 60 60 s35 75 65 CA 55 50 50 .15 15 45 JS 45 45 45 ® Von P U o 64 60 53 sD 45 o 40 35 �5 ;5 35 33 35 35 1 68 45 45 35 30 l0 30 25 23 25 25 25 z' 72 IUi,� 30 25 25 25 20 30 20 20 20 a2 76 _ ' 3U - 25 20 20 20 20 15 15 15 15 15 3 1/4" 1 5/16" --1- 2 7/6" 'jam—' ����'•••� MAXIMUM SINGLE WINDOW WIDTH '-- , 7/16 �t 11/16"�.{ 5/16" WINDOW TYPE WINDOW WIDTH i DOUBLE HUNG 56" 1 I ';,- HORIZONTAL SLIDER 72" 3 7/16. CASEMENT 36" 'o FIXED 96" MEDIUM H—MULLION VINYL COVER #VPI-436 1/4 FOR ANY RETROFIT HOOKED FRAME • MULLION TRIBUTARY WIDTH = SUM EXTRUDED VINYL .070" MIN. OF ZONE 2 WINDOW WIDTHS MEDIUM MULL REINFORCEMENT #20634 ALUMINUM 6063—T6 3 1/4 3 1 5/16I. ,,,,�y.PNpREWIT,4�. 1 G . JVP. wSESF••'AZ ^ .v No 58201 •.9 r .'S1• STATE OF :W 3 7/16• – 11::.0..,.% , ', 1. MEDIUM H—MULLION VINYL COVER #VPI-436 1, s. ••ONAL.Ee,,ss Ta� FOR ANY RETROFIT HOOKED FRAME ', `, 1 RM0015Rtr EXTRUDED VINYL .070" MIN. z.Z ej51MON TON" tiv 12o-a6 16/6/2a„ r 12/16/46 n e O ...'0.75.1 5.8—tele' rim/12 SEE NOTES SHEETS 6, 7, AND 8 FOR REQUIRED ANCHORAGE INFORMATION. - _ ...,ALL M LLO RRODUCTS .7:1.1..",=.Z.ear.r!a•ww .w. HLMI URCEU NNYL MULLIONS REVISIONS 51M9N70N REV. DESCRIPTION DATE BY I COCNRurt AK R5Rnsearo,AN MIS ALUMINUM MULLION EXTRUDED VINYLRevisetl per 2007 Florida Building eo.eOO-526-2249 REINFORCEMENT MULLION COVER 3 Code. AddeSheet 8. 04/15/2011 JRM EXTRUDED NON-IMPACT VINYL MULLIONS 6063-T6 giko, Re ised ver 2010 Florida BuildinWITH ALUMINUM REINFORCEMENT4 Code. updated generol notes sh1..1.01/20/2012 CAP ALL NON-IMPACT WINDOW SERIES l 5 Updated DP ratings ohart and 06/20/2012 T.D.D.II odded dew mutsg ccvers. � 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT L-BRACKET 7 Updated Note 1, Sheet 1 10/03/2017 LMH / / • BASE PLATE—X' / DETAIL A SCALE 1:1 SEE MANUFACTURER'S INSTALLATIONlilt _ INSTRUCTIONS FOR ATTACHING REINFORCED 6 MULLIONS TO WINDOW UNITS. TYPICALLY5/e" i 7/g 5/g USE SELF-TAPPING SCREW OF SUFFICIENT LENGTH TO FULLY ENGAGE THREADS THROUGH THE ALUMINUM REINF., AT THE ANCHOR SIZE MIMI MIN SPACING INDICATED IN THE APPLICABLE WINDOW PRODUCT APPROVAL FOR \ ATTACHMENT TO WOOD SUBSTRATE II G to tv \h L-BRACKET IS ATTACHED TO^ ---..\..„...„. VINYL MULLIONRCOVER AND `0 40 C� 40 MULLION REINFORCEMENT USING (2) RIVETS OR BARREL NUTS (305 LB. M 2 PLACES EACH L-BRACKETAX. SHEAR) H3/4• 3/••• 3/4" 3/4-1 (REFER TO TABLE 1) REINFORCEMENT BASE PLATE DETAIL .060" MIN. STAINLESS STEEL ANSI 302/304 ``�,s•'PNOREW,1,.,,i / :�y?:��GENS�G�Qti:„ z1 /6" TWO (2) 0]/4 HOLES �� No 58201 C.?t i BASE PLATE �9• STATE OF :CC.: PAK-WK SPACER 1 _ _ 1" X 1/2" X 1/4 THICK 1.O . �u: cI •t ter,'' O R ICP•'G\4. 'II MAX. (4)) REQ. (2) AT 1 n �,•;SS/ONA`•�`..� Q TOP & (2) AT BOTTOM l*--- - L-BRACKET w. r 1 : a SEE MANUFACTURER'S ATTACHMENT INSTRUCTIONS FOR ATTACHING REINFORCED i/Z, MULLIONS TO WINDOW UNITS kli_amASSEMBLED MULLION ATTACHMENT VIEW REINFORCEMENT L-BRACKET TABLE 1 - MULLION ATTACHING HARDWARE 0.076" MIN. STAINLESS STEEL RIVET .25 DIA. STEEL RIVET WITH A GRIP LENGTH OF .50 MAX. ANSI 302/304 NOTES: BARREL NUT #10-24 OR #10-32 STAINLESS STEEL BARREL NUT. 1. WOOD FRAME: USE (4) #10 X 1 3/4" WOOD SCREWS AT THE HEAD AND SILL THROUGH BASE PLATES, .250 O.D. X .25" LG WITH .125 MIN ENGAGEMENT WITH 1-1/2" MINIMUM EMBEDMENT INTO WOOD FOR MULLION ATTACHMENT. SEE SHEET 7 FOR DETAILS. 2 C R691502. MASONRY/CONCRETE: USE (2) ITW TAPCON OR ELCO ULTRACON ANCHORS �Z j SIMONTON°"'{w �lzo-os AT HEAD AND SILL THROUGH BASE PLATES. SEE SHEET 8 FOR DETAILS. °^ •°`°TM' x/ie/oe 3. TWO (2) RIVETS OR BARREL NUTS ARE REQUIRED TO ATTACH warm? " o.o • 015., """6"g P $i/zo/z L-BRACKETS TO ALUMINUM MULLION. SEE TABLE 1 (THIS SHEET). .3.1=4-.1..R-.4,-- -. m AL Ltto RR.waa Inc RLIWORCLD VIM MULLIONS REVISIONS &IMON10N REV. DESCRIPTION DATE BY COMMA.I wi BOO-426-2221e"fl 2e415 3 04/15/2011 JRM Revisetl per deed Florida Builtlinq Code, Added Sheet 8. EXTRUDED NON-IMPACT VINYL MULLIONSRevised per 2010 Florida Building WITH ALUMINUM REINFORCEMENT 4 Code, updated general notes sht.1.01/20/2012 CAP ALL NON-IMPACT WINDOW SERIES 5 Updated DP ratings chart and 06/20/2012 T.D.D. added new mullion covers. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH #10 X 1 3/4" WOOD SCREW, I — (4) EACH, HEAD & SILL 1INTO WENT 7:1111W6111.,....._---0011:!. INTO WOOD • / .........I'i 0.35 MI 10 X 1 3/4" WOOD SCREW, ,. 3.0� II , '111111,' �4) EACH, HEAD & SILL -„ ,-, 'VIII' RIVET OR BARREL NUT 0.4z --',�• f� III I (2) EACHLBRACKET HEET 6), 2.04 MULLED UNIT HEIGHT ...Oil 1 Mim ....T, A ''I I IAMil-111�i1' niam- nuu II1�I linoil . I;I TREATED WOOD BUCK TO BE 1 L a — TRANSFER DBY LOADS TOE SUTO BSTRATE. EM1 BtDMENT INTO WOOD E _it SECTION A-A ___>_ 10 X 1 3/4" WOOD SCREW, (4) EACH, HEAD & SILL VERTICAL CROSS SECTION WITH 2X WOOD SUBS IRA IE 1P-S.." `,,,"`PNOREW,l�,,, 1P-S..,,,N S�G"Pti .�• No 58201 ••�13! *; * :*_ NOTES: �= i+Z= 1. THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED VP.. STATE OF .k', SE OUTSIDE THE HVHZ. 2. THE TO UMULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. •�OiFs,' A��P�Cd\2` 3. ANCHORS SHALL HAVE 1 1/2" MINIMUM EMBEDMENT INTO WOOD AND 7/8" MINIMUM WOOD EDGE DISTANCE. ���i�SONA 1„ �`� 4. ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. 5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. y CI Rutgl,BI i 6. #10 WOOD SCREWS SHALL BE STEEL CONFORMING TO ASTM A 653. `� gi pSIMONTON°}S{w xa-Da 7. BASE PLATES AND L-BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302/304. �"'• o< p. ;z„sroe 8. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL. - ,,,,a - 1 tA_TI A.� ,",r 0 75.11"b"'7'," ST'oo/i x 9. WHEN INSTALLED IN LOCATIONS WHERE WINOBORNE DEBRIS PROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED. ""T"•°�a„,.•ti”' Kw.ALL MU tto PR UM122D+�+ .6�,.n rm .M: 01101 ORCED VIN1.MULLIONS REVISIONS &SIS REV. DESCRIPTION DATE BY I COCN2NNE5-022wv 16415 Cr eOO-419 3 RevisCode,ed perAdded 2007 ShFlorieetdaB.Building / /15 04 2011 JRM EXTRUDED NON—IMPACT VINYL MULLIONSRevised per 2010 Florida Buildin WITH ALUMINUM REINFORCEMENT 4 C . updated general notes sht1_01/20/2012 CAP ALL NON—IMPACT WINDOW SERIES 5 addeoteddew DP mullration ings covers.chart and 06/20/2012 T.D.D. add 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1, Sheet 1 10/03/2017 LMH CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 K51, MASONRY— STRENGTH CONFORMANCE TO ASTM C-90 ,3 1 >,g›z, INSTALL ANCHORS THROUGH OUTERMOST HOLES. 4 SEE NOTE 3 Q; 4 WITH 1 BY WOOD -' '- $ rn BUCK SHOWN d 1 1� 1 / immiii............m... 1.111111111. WAVE I "• ".....- 1111r..."'"'"' �I'I 1�• CONC./MASONRY ANCHOR, SEE NOTE 3. 11111111) MIN. 4" SPACING BETWEEN ANCHORS O O �' `11111 ,1111111 c e 0111 RIET OR BARREL NUT N o 1.111.111 5 E TABLE 1 ON SHEET 6), MULLED UNIT (2) EACH BRACKET 11111 HEIGHTA VIII �� �' 'll 11111 A WITHOUT 1 BY WOOD (IIII CONCRETE— MINIMUM COMPRESSIVE STRENGTH OF 2.85 KSI BUCK SHOWN 1'11111 MASONRY— STRENGTH CONFORMANCE TO ASTM C-90 1II1M__ 4 I aI zWWu SECTION A—A 4 e:Wi i so3� 7 nam • CONC./MASONRY ANCHOR. SEE NOTE 3. MIN. 4" SPACING BETWEEN ANCHORS ,,,,,,PNoR w,7-,,'� VERTICAL CROSS SECTION WITH C).• �.cEnrSF•G�py MASONRY/CONCRETE SUBSTRATE ---J+. No 58201 %13.1 i' • i*E NOTES: 7.131. :CC: 1. THE MULLION PRODUCTS AND THEIR INSTALLATION COMPLY WITH FBC STRUCTURAL REQUIREMENTS AND ARE LIMITED TO % • STATE OF :4? USE OUTSIDE THE HVHZ. T.V.O•. ,c �� 2. THE MULLIONS SHALL BE USED IN CONNECTION WITH FBC APPROVED PRODUCTS. :�F'.,<0 p IOr.G�•?s .... • . TO 3. MIN. ORS IN EDGE DISROUT ANCHORSILLED MU NSOLID CONCRETE (2.85 KSILOCK (ASTM C-90 IdIN))SHALL SHALLBE BEI/4" ELCO 3/16" ITW TAPCONSSWITH 1 OR 1/4" ELCO UINTRACONBS WITHCK, AND MIN. ,s,ONA,� ,,, EMBED. TO CONCRETE, AND 1 1/8" MIN. EDGE DIST. 4, ATTACHMENT OF ALL 2X TREATED WOOD BUCKS SHALL BE ENGINEERED SEPARATELY BY OTHERS. CI RM9•1SBI7 5. WOOD SHALL BE TREATED 2X SPRUCE, PINE, OR FIR. Zz L;"/SIMONTON"i11w --2o-o6 6. BASE PLATES AND L—BRACKETS ARE STAINLESS STEEL CONFORMING TO ANSI 302/304. ,venin. °itrr nc/,e/2e 7. SIMILAR INSTALLATIONS ARE USED ON HEAD AND SILL a eem >r<.0.75:,I•a`8"8"T B" tr,2O/,1 va ALL MULLIO PRODUCTS 8. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION IS REQUIRED, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED. r_,.,,...•.K.aM.o,C.,e.ar .v4 RLINIORCLO rNn MULLIONS REVISIONS liOstrtoNTONr MULLIONS MEET THE REQUIREMENTS OF THE CURRENT REV. DESCRIPTION DATE BY 1 C00.4.AvE PENNSe0f0,WV 28115 PN.B00-"`-°'° FLORIDA BUILDING CODE. - Revised per 20x7 Florida Building EXTRUDED NON-IMPACT VINYL MULLIONS 3 04/15/2011 JRM Code, Added Sheet 8. WITH ALUMINUM REINFORCEMENT 4 Revisede. per 2d general Florida Building 01/20/2012 CAP Code, updated notes seri. ALL NON-IMPACT WINDOW SERIES 5 Updated DP ratings chart and 06/20/2012 T.D.D. added new mullion covers. 6 Revised per 5th Ed. (2014) FBC 04/25/2015 LAT 7 Updated Note 1. Sheet 1 10/03/2017 LMH LARGE MULLION LARGE MULLION MEDIUM MULLION MEDIUM MULLION REINFORCEMENT CM0146 REINFORCEMENT #16991 REINFORCEMENT #16990 REINFORCEMENT #20634 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 7-1 5U1 a jn 11_ — Li"-1 U u u L 5000 FIN & J FRAME VINYL PROFINISH LARGE VINYL PROFINISH MEDIUM VINYL RETROFIT MEDIUM VINYL H-MULLION COVER #VPI-573 H-MULLION COVER #VPI-560 H-MULLION COVER #VPI-346A H-MULLION COVER #VPI-436 EXTRUDED VINYL 0.071" MIN. EXTRUDED VINYL 0.079" MIN. EXTRUDED VINYL 0.071" MIN. EXTRUDED VINYL 0.070" MIN. �.....OREW,T,''. PRODUCT DESCRIPTION: y Il [i] y••'GEN ''•L�Q� MMIIIIII 1. ALL MULLION REINFORCEMENTS ARE EXTRUDED `` ' s.-' SF. y''. ALUMINUM 6063-T6. I Lucas No 58201 %:13r. 2. ALL MULLION COVERS ARE EXTRUDED VIN YL. SEE l Turner '* * *: ABOVE FOR INDIVIDUAL MULLION THICKNESS. 2017-10-18 ' • RETROFIT LARGE VINYL 11:15+20:00 9. STATE OF :L4, 4000 SERIES MEDIUM VINYL H-MULLION COVER #VPI-354 ';�T�;•.4Op1pP;. $ H-MULLION COVER #MP0347 EXTRUDED VINYL 0.071" MIN. '•.,SsioNA`ti o`s EXTRUDED VINYL 0.070" MIN. GENERAL NOTES: 1. THE FOUR (4) MULLION PRODUCTS MEET THE CURRENT FLORIDA BUILDING TABLE OF CONTENTS 11----: CODE SECTION 1709.8, INCLUDING L/175 DEFLECTION LIMIT, LOAD TRANSFER, SHT DESCRIPTION n ii —E. AND FIBERSTRESS ANALYSES IN THE DESIGN PRESSURES SHOWN IN THE TABLES IN THIS DRAWING. THE ANALYSES DID NOT ADDRESS AIR OR WATER INFILTRATION. 1 INDIVIDUAL MULLION APPLICATIONS OVERALL WINDOW ASSEMBLY ALLOWABLE DESIGN PRESSURES SHALL BE THE 2 DESIGN PRESSURES FOR REINFORCEMENT CM0146 4000 SERIES LARGE VINYL LOWER OF THE MULLION PER THIS APPROVAL OR THE SIMONTON WINDOWS PER 3 DESIGN PRESSURES FOR REINFORCEMENT 16991 SEPARATE PRODUCT APPROVAL. 4 DESIGN PRESSURES FOR REINFORCEMENT 16990 - H-MULLION COVER 4VPI-354A 2. PRODUCT ANCHORS SHALL BE AS itrl RM0�15BI7 5 DESIGN PRESSURES FOR REINFORCEMENT 20634 _ EXTRUDED VINYL 0.071" MIN. LISTED AND SPACED AS SHOWN )5.; ! ��j51MONTO.W" fiv T-'20-066 MULLION ATTACHMENT AND ANCHORING HEREIN. 10 0 m TT%3' 12J1°/0° 7 MULLION CROSS SECTIONS-WOOD FRAME SUBSTRATE �.•.+ •.SKr o.75a �•t.e•"'.9.6' '•i)'o7a '� K p" - - 17:1 NLMFORCLE NNT AULUONS 8 MULLION CROSS SECTIONS-MASONRY/CONC. SUBSTRATE .xa.�..+. w.a1•. ,. DESCRIPTION ACCOUNT QTY PAID PermitTRAK $424.35 PPI20-0002 Address: 571 SELVA LAKES CIR APN: 172027 5528 $424.35 BUILDING $104.50 BUILDING PERMIT 455-0000-322-1000 0 $104.50 BUILDING PLAN REVIEW $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $95.00 STATE SURCHARGES $10.35 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.21 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.14 WORK WITHOUT PERMIT $214.50 WORK WITHOUT PERMIT 455-0000-322-1000 0 $214.50 TOTAL FEES PAID BY RECEIPT: R14102 $424.35 Printed: Thursday, November 12, 2020 5:06 PM Date Paid: Thursday, November 12, 2020 Paid By: Arthur Wells Pay Method: CREDIT CARD 394576727 1 of 1 Cashier: JJ Cash Register Receipt City of Atlantic Beach Receipt Number R14102