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Permit Wind/Door 374 Magnolia 2011 $ fi k � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J k. ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002550 Date 8/31/11 Property Address 374 MAGNOLIA ST Application type description WINDOW AND /OR DOOR Property Zoning TO BE UPDATED Application valuation . . . 3900 Application desc door /window replacement Owner Contractor PISCITELLI, STEVEN V. AMERICAN WINDOW PRODUCTS 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731 -2247 Permit WINDOW AND /OR DOOR PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . 35.00 Issue Date . . . Valuation . . . . 3900 Expiration Date . 2/27/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total 35.00 35.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 109.00 109.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION a CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 I I 3L .f (904) 247 -5826 Fax (904) 247 -5845 Job Address: 3q4 mat3nrolia. Permit Number: / / c ,- S 0 Legal Description 1 o - 15 1(o- 25 - 2 E ..56C. Z Parcel ©t-t y Oc, c ,yr oor A ea o q. t. q. t Valuation of Work $ Proposed Work heated /cooled non- heated/cooled Class of Work (circle one): New Addit lteratiory Repair Mov molition pool /spa window /door Use of existing/proposed structures) (circle one): Commercial If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # ice - For multiple products use product appr orm Describe in detail the type of work to be performed: 1 4p1Ca ll1 $ ink-10 ad 'ge't f . 2 Guam e `3 CILeens ���JJJ Property Owner Information: 1_ /� Name: Sf hen ' ' � i S � i Address: l� I + M lta- ' City ! State Zip 3 2-2 � 3Phone 9/0 - ��� E -Mail or Fax # (Optional) '"' 4,7.1-14p,,,, Contractor InformatioAMERICAN WINDOW PRODUCTS, INC. g �__ ,, iikass Company Name: 2633 POWERS AVE. Qualifying Agent: ' Address: JACKSONVILI - 1-L 32207 City State Zip r Office Phone '—/ S I - 2 2 `f 7 Job ite/ Contact f, _ _ — 2 ,. 1 State Certification/Registration # C-1,-C-12--1 `S 12 ; y 91 1 I �w , _ C.. 11, Architect Name & Phone # • • . � • �_,,Y Y f l I T * ` r Engineer's Name & Phone # Fee Simple Title Holder Name and Address ��� ��( Iwo,- • ID DI'z'IONAL �r Bonding Company Name and Address 4i • % • • `� m i r Mortgage Lender Name and Address y v izi+,gnta7_ritt ,.a1�I ; Application is hereby made to obtain a permit to do the work and installations as indicate. cer 1 a n. " '"7.. "‘ . ' ,77.7.. '7 - "'" - "."' — • -- - - aced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction This permit becomes null and void if work is not commenced within six (6) onths, or if construction or work is suspended or abandoned for a_period of six _(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. 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 YO NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whet specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, s; •,�= law regulating construction or the performance of construction. A >- Signature of Owner ` Signature of Contractor Print Name h SK --k--‘ Print Name Ill �� Sworn to and subscred before me I( Sworn to and subscribes before me this 7 Day of L.kTLL , 20 this . 'y ay of •{ l..e..Y1t-, , 20 II ,thillibi Notary Public pp, N - -`� P R 41otary Public `�' 2 9` ,, e <, < , BETTY FELDER ,e... BETTY FELDER * ( _) * MY COMMISSION # DD 702756 * �( A )5 ,, MY COMMISSION # DD 702756 Revised 01.26.10 iuu : EXPIRES: December 7, 2011 lit EXPIRES: December 7, 2011 dr � T F OF,, ,, Or Bonded Thru Budget Notary Services r^.r,.,,F rov§) Bonded Thru Budget Notary Services Doc # 2011021890, OR BK 15497 Page 1955, Number Pages: 1, Recorded 01/27/2011 at 03:18 PM, JIM FULLER CLERK CIRCUIT CO DW COUNTY RECORDING $10.00 4 • NOTICE OF COMMENCEMENT Permit No. 1 r 02 X50 • State of Florida - . • County of i1 vw — The'undersigned hereby gives notice that improvements will be made to c ert n .property, and in accordance with section 713:13 of the Florida Statutes, the following information is provided in this • ' NOTICE OF COMMENCEMENT. . Legal description of property (Include Street Address, If avallabie)_ 19 0 4 4 t — 000 0 ' 10 - I S , % t - 25 - ZGi E 2. c3.11-:ca..L. ' . General description ofiimp{ovements IC�,2PI . tern �i ,y i Owner 'T'efheta rr54,if el (r' r . _ • • Address ViLi Mra. Rolla S#-. At . r--t. '2- Owner's Interest In site e' the Improvement Fee Simple Title holder. (if other than owner) . Name Address '� . .. • • Contractor AMERICAN WINDOW - D 1i000t. a,1N F . . • T Address ; P _ e000 •r�^v�ca� • w Surety • • .1AGKSONVILLE, FL. 32207 i'' .�---- • ' Address - - Amount of bond $ /' • Any person making a loan for the construction of the improvements: Name , . Address ' Person within the State of Florida designated y owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, Florida Statutes. Name i Address ,--'" • in addition to himself, owner designates . Of to receive copy of the Uenor's Notice as provided in Section' 713.1 (1)(b), Florida Statutes, Expiration.date of Notice of Commencement (the expiration date is one (1) year from the dated reco ess different date Is specified) • Sham •• ) 5 1 4/// . . 3 • Printed Name of Owner • . 1 . . N otary Rubber Stamp S eal 1 t dive rel • the upon roubwiag,rderdificuion ofthe Affiant Sworn wend subscribed before me this , dal' ol�a/7 20 j/ ___: ,? f tLeiti . - - °tar/ gaaore 6 d ' our� . '•1 ■. • M ' . . : . • � r .' . ; 'r • 0, • • ` ... * 9 '' t '� * sr couu Sorbed EXPIRES: 1;2012 13 Y, . No tary semen . 4 y n - o ° -i �e , _. I `Lj > �.. :/-, l r C >. '� v C/) O go O tt ,.,,Cr , .9 • . r o = o' va o •s AD 0 0 G c `.< :; .� A: b . O ``° C4 O 1 i o. v N O '. to Q. O a. w O N S \1 � Iro � I C k . ' ice 'w Z g 1 CD DD =a a� V� 0 g �. Io � 3 • o o C j r ^. co o C7 M , as ca. _° n N 1 = H I o' °, �( n = 0 ro H ■ r �° -• 2$ ° . i o :co o o .- ^.. < O 4s, o ta Pil o cu o 02. t" { ij cA 0- It co n si I U .4 tt ,s Vi i^ DID p- O' n = Or0 it • 4 a ►G w`( Cis CD O (D 0 0 0 to N � O i ...--3 G� Vi � W N a to a O O c4 G . .." n - 1 „ • 0 O O n r o o 0 n 0 i : 6" 1 : ■ ►•ti C i t O , Q. 0 n .► d 2 A Z. r. ..• lz r7. 0 O to A AD A o 4 1 0 A AD r 4t I I • • 1\ ■■••t,. ; I I I C) 57 I r I ; r. I • C1 • •••,„ .6"'• Florida Building Code Online Page 1 of 2 si t r, w kra tsa k r s. ova . M + m% . CONTACTOCA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search ► Product Approval ," i US ER : Public User Community Affairs i Product Approval Menu > Product or Application Search > Application List > Application Detail INEMENIMMIMMENN -�s FL # FL320 -R4 g , Application Type Revision r v, Code Version 2007 Application Status Approved lokmorANIENT *Approved by DCA. Approvals by DCA shall be reviewed and THE ratified by the POC and /or the Commission if necessary. ;,:),,,'CRETqfY ` -` Comments Archived Product Manufacturer Armor Screen Corp. Address /Phone /Email 1881 Old Okeechobee Road West Palm Beach, FL 33409 (561) 841-8890 dougt @armorscreen.com Authorized Signature Douglas Turner dougt @armorscreen.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Shutters Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Mlaml -Dade BCCO - CER Validated By Warren 3. Von Werne, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL320 R4 Equiv M -D - FL320 - 07 Code Letter ,pdf Product Approval Method Method 1 Option A Date Submitted 11/03/2010 http:// www. floridabuilding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgtdGm6vrgJgxm... 8/24/2011 Florida Building Code Online Page 2 of 2 Date Validated 11/05/2010 Date Pending FBC Approval Date Approved 11/11/2010 Summary of Products FL # Model, Number or Name Description 320.1 {Series 2000 Flexible Wind Abatement / Impact Hurricane Protection Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL320 R4 C CAC M -D NOA 08- 1008.03 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/07/2014 Design Pressure: +130/ -136.5 Installation Instructions Other: FL320 R4 II M -D NOA 08- 1008.03 .pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next - __...1 Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487-1824, Fax (850) 414 -8436 m 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 Pluo - in Software I Customer Service Survey I Contact Us Product Approval Accepts: fe6 vxrl:: re. AFE 1'ru�t4tl - v f k•! w i http:// www. floridabuilding .org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgtdGm6vrgJqxm... 8/24/2011 ��lAM�DADE COUNTY, FLORIDA ^~~~~^ NE[KO'DADE FLAG LBRBUILDING COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCK) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA ]3|}n (305)375-290| FAX (305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.m6wmidodo.aov ^`����~ �"� ^~�=~~~ ~^�`�~ x ^`�^~� Armor Screen Corporation 2001-A North Congress Ave. Riviera Beach, FL33404 SCOPE: This NOA is being issued underthe applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be uscd in Miami Dade County and other areas where allowed by the Authority Having Ju.risdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the &}J (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purpooca If this product or material fails to pedbnn in the accepted manner, the manufacturer will incur the expense of such testing and the AJ{J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Armor Screen Series %00O" Flexible Wind Abaternent System A.PPROVAL DOCUMENT: Drawing No. &0-001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System", sheets 1 through 8 of 8, prepared, signed and sealed by Thomas M. Kelaher, p.E., last revision dated November 25, 2003, bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the ex irodoodatebytbnMjami-DadnCnuoiyProdactCuotndDivimion. MISSILE IMPACT G; Large and SrnalI Missile Irnpact LABELING: Each screen shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this . NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION ofthis NOA will occur a.fter the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produc1 for sales, advertising or any other purpases shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause fbriomoiou1|on and removal of NOA. ADVERTISEMENT: The NOA number preceded by the vvonJoK4iarni'Dudc County, Florida, and followed by the expiration date may be displayed i.n advertising literature. lf any portion of the NOA is dispiayed, then it shal) be done in its entirety. INSPECTION: A CO of this entire N()A shall be provided 10 t.hc user by the manufacturer or its distributors and shall be available for ins ection at the job site at the request of the 13uilding Officiai. This 'NOA renews NOA #Q7-U424.04 and consists of this page 1, evidence submitted pages E'l & E-2 as well as approval document mentioned above. The submittcd documentation was reviewed by Hc&amyA^. Makar, P.E., M.S. NOA No. 08-1008.03 mmxn |/ • aY " ' Expirudmml0ute:.0l/87D014 APPROVED Approval Date: ll/13/2O08 11/13/2.009 Page ) Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0526.01 A. DRAWINGS I. Drawing No. AS-001, titled "Armor Screen Series 2000 Wind Abatement 5:ystern", prepared by Thomas J. Rogers, P.E., dated June 28, 1998, sheets 1 through 6 of 6, signed and sealed by Thomas J. Rogers, P.E. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Armor Screen Series 2000 Wind .Abatement System, prepared by Hurricane Test - Laboratory, Inc., Report No. 0139-0305-98, dated July 23, 1998, signed and sealed by Timothy S. Marshall, P.E. 2. Test report on Static Wind Pressure Test of Armor Screen Series 2000 Wind Abatement System, prepared by Hurricane Test Laboratory, Inc„ Report No. 0139- 0604-98, dated July 23, 1998, signed and sealed by Timothy S. Marshall, P. E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Armor Screen Series 2000 Wind Abatement SYstem, prepared by Hurricane Test Laboratory, Inc., dated Ni9vember 24, 1998, signedbv Vinu J. Abraham. C. CALCULATIONS I. Anchor calculations, dated july 14, 1998, pages 1 through 10 of 10, prepared by Thomas J Rogers, P.E., signed and sealed by Thomas J. Rogers, P.E. 2. Anchor calculations, dated October 4, 1999, pages 1 through 6 of 6, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas .1. Rogers, P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties of Woven Monofilament Geotextile. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-1204.01 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. lmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-1008.03 Expiration Date: 01/0712014 Approval Date: 11/13/2008 E - 1 Armor Screen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0424.04 A. DRAWINGS 1. None. B. TESTS I. .None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None, 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test ofArmor Screen Series 2000 Wind Abatement System, prepared by Fenestration Testing Laboratoty, Inc., Report No. 5651-02, dated June 21, 2008, signed and sealed by Carlos S. Rionda, P.E., and Michael Plienzel. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. i Ce^ / 4-41‘.....1 110 y A. Makar, Product Control Examiner NOA No. 08-1008.03 Expiration Date: 01/0712014 Approval Date: 11/13/2008 E - 2 , „...,, 0 , I I 1A 14,11aplar.A.*1111U4 , , I ' ? REVISIONS OCT0082 22, nom August 27, 2003 CX As d'-` . ; ° • Al .ifinHoUlop 0 November 25, 2003 ... 1 . .„ c Ai , ,, , , 40 0 -- .. . 4,;. ...„ mosepoom col CP p - _ ---p 4 ....."„ 4.: . 414 a 1 ' . 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C 0 ''..+ ,2 ,,,,.-- „••■•• O... v,1 lg. • ........ 177 >■ '.. i4 (1) gi 1 net z 40 . 0 0 g E 3 .8 _E' -tr, xi -1-; e ....„ .4' ''.......••• 2 0 , ,R (..) 1, In reJ I W A "` <■i lc yeiN- k o t Z t 'Li .= ..,......E 4 7, -0 t E. 2 •§ *E z . ta- mod TI C° r op C re C ''''' F4' a g R Cr) (6 • ... 83 ' - ; " (T) .0 "0 " 0 0 NI *t• fir) ° Nr V' 8 fa 0.) tu es 112 I till 00 E '5 - th" , ' , :- 1 ..c t .0. 9 ,... °c .5 03 0 -0 K.) 0 le- co 04 o .§ a -,- 0. ca. (a 4) CP c a E 0 .c ' co 2 1:3 co * W 45 (s 0 Mi C Or) C CD e CC) Ng! ,ie ( " 7 ' .1 .4... Cl) 0 . a) c -- = -c 0 J1-' "a' 0 4, r:- t fp, z,..t% , .04 i'k`k. z 0 14 t.4 Z 1 . 2 ; t uj ai '1% E § 0) x al a c = a) 0 -ru 10 asc to T 01 0 C a to - • a. el, = = c ... i 46 11.1 ! E ` t • E E 5 E ...,' . ta t ,c .F., _k-. 2 z 91 cct ,...c“.) 5.7 -.) ' I it Drawl by T 0 td- n.01 ° z 1 . il E 65 g vi a) co .. 17 4 c l-- lij O cLal W O) 41 : -1 b E zi 1 i fg so a SgSE 4,1 0 C c11:35 2 3 . 5 E u" 111' t, ffiti SCALE NC SCALE a g 6 .c 43 C t .-= I T tc2ic-c" u j > it. 3, t.) >t C 0 46 (1) 0) 0 a) ct Ip ,a) >, ir l a = 0 2 > ,.... a 0 a) 13 - CD 2 ' "0"9' ' E c. z co .c Eg 0 C - 5 FO 17 1:1 a. 0 g el3 ri cr 0 ,2 " Q. iFgti.2 . DVG Nil AS-001 siar roal OF 0 0 ..c ,- 2 4.. g.P- .Ecl.c.9c)-- e 2 .1 g < 0 - ro '5 Go P- 0 Q. 5 < LI .c . • REVISIONS OCTOBER 22, 2001 Table 1 Anchor Spacing Anchor Choices * August 27,2003 Span Deflection 1' O/C 1 2' O/C 1 * 2 * 3 * 4 * November 25, 11 in feet in inches Design Pressure** 3 /8" open eye 3/8" bolt 112" open eye 112" bolt o $ 4' 5.5" 130 66 X X X X e l ' t� I 6' 6.7" 130 65 X X 6' 6.7" 92.75 46 X X X X � 1 8' 8.5" 130 90 X 7:;1! ! P O `•*4' $' 8.5" 130 W 65 X X 041 4 X ," $' 8.5" 115 58 X X � x w '' o • : 8' 8 68.76 34 X X X X U H . 10' 16" 130 90 X a. a a1 sa r3 ;,a 10' 16" 130 65 X X X 10' 16" 94.75 47 X X X X 12 21" 130 90 X \.. 12' 21" 130 65 X V X ", 12' ' 21" 120 60 X X X riN 12' 21" 69.75 35 X X X X �V, 14' 30" 130 80 X 14' 30" 130 65 X X 14' ' 30" 120 60 X X X 14' 30" 64.75 32 X X X X •,.. 16' 39" 130 - 76 X 16' 39" 130 65 X X • 16' 39" 110 55 X X X ottiilfrr 16' 39" 60 344.25 X X , ., t� jr / fj � , ,,.. > � i 20' 36" 5$.00 29.00 X X � � s t •' , 4 ; 24' 41" 48,00 24.00 X X 41"1"// c " '•. `� CONCRETE: x Table is intended for drop -in and LOT anchors in concrete x , c i icy r4 +. 7• si, 0 0 Go' .•.r:; xi :t gaf iyiSA 'Fa iNe no`s ,,,, :;11 'q' * F CC: mC . WOOD: Lag anchoring (incl. LDT) into wood as follows R, s , s ( pa ,�N'.G ©. " 4.1.7 � i'a - Column 1 *: 3/8" thread, 1.75" penetration into SYP (0.55 sg) f . ,E, s NoP , - 1 0 ° n ` r1 ) Z y t ` ! • ,, 3 Column 2 *: 3/8" thread, 3.1" pe into SYP F "c =btL� F.Q 7(��,►� ' - '� Column 3 *: 1/2" thread, 3 0" penetration into SYP �r `' Q vt Column 4 *: 1/2" thread, 3 7" penetration into SYP ni, YS � s�' � d ! I l t EARTH: ' Specified earth anchor may be used with any of table choices. 'i '`' `'`` HOLLOW BLOCK: Column 1', approved epoxy anchoring system for 3/8" & 1/2" thread. NOTE: **Design pressure may be increased by 5% for negative toads f TRACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners per cteat,as follows: - into hollow block, min. 1 1/4" embed can be installed as in column 1` - into concrete, min. 1 3/4" embed can be installed as in column 3" , - into concrete, min. 2" embed can be installed as in column 4' - into wood (SYP. sg, 0,55), min. 1" embed can be installed as in column 1* Qty a d "'*' - into wood (SYP. Sg, 0:55), min. 2" embed installed as in column 3' "''t` �1 't 'jai 1uc �' tt NOTES: A'- % t 1 a 7 -b p tat w 1 a Anchor Spacing: vanes inversely with pressure and is subject to rational analysts ' l :n' 41 1 ` , r § 4 Span: is measured anchor to anchor, • ffi Deflection: is minimum glass separation measured at mid -span of screen. 4 � a �M• f ..,.., a ii ANCHOR SPECIFICATION ret137kr; ; '�i 'G3dts "S ; '' y - tt Part numbers: 3/8" Lag Anchor (AS9038S)`''eo °C • Y o 1/2" Lag Anchor (AS9012S) ci Tapcon 5/16 ", 3/8 ", and 1/2" LOT can anchor in both wood and concrete Drop -in Anchor: 3/8" Steel Drop -in anchor in 3000 PSI (min) concrete, 1 5/8" min (:- ' 0 m embedment (H3038S) a 6 1 & 1/2" Steel Drop -in Anchor in 3000 PSI (min ) concrete, 2" min. embedment (H3012S) Earth Anchor: Proprietary System Stabilized 1/2" x 30" shaft with 4" helix Drawn by: TG, f0 - 22 - 01 Working load 3150 LBS. (E7912P) SCALE NB SCALE Soil Class: 5 (medium dense coarse sand) Epoxy Anchor: Equal to Red Head umbrella inserts and screens with C7 adhesive. DVG Pi! AS -O01 VETT . REVISIONS EXISTING WO IMF TRUSSES OCTOBER 22,2001 AT R#• LLC. CAPABLE tif SUPPORTING moms VERTICAL August 27. 2003 . „n+NLnAn. TIM =SET PLATE 318"or1t2 Nov 25.2003 SEE: TAKE 1 «... • is l a . peirke,.....ttim....,-, J ......., .. wiimem. ,.♦...44...7 ALTERNATE ANCHORING r, sa r E LAG, TURNED EYE OR PLAIN 0 ' LDT t III TRACK t ' I w I1 REMOVEABLE LAG ; ' oa A a 3 s; AL t CY (AS3012S,A5g038S} I -' •, mI INSTALLED VERTICAL ONLY • - so e J e D...' .4 } INTO THE TRUSS MEMBER , .t +l 5 (LI WITH 314' MIN, EDGE 1.=, Q DISTANCE. e rr. Q. t : CO PROMICT rierciv,wrz ta\ > !a1 CLEARANCE t sosz - /Stl+ P y wRa C.v. tisi.Sdu W SEE TAXI NEL f " SHEET f DF 7 is l2 . y s WARMED AT KIR - SPAN 1..1 dJ :” Q . : ., 4.04- '.``►.. W OF St E'EN) y , g ,s. , KY1 o - 3,4)09 i LU M�11� �1 j [ 'd y i _r ` , v omit/J /1 3/8'or112 "DROP -IN ANCHORS ��``dG1.`'``•.,• &,`fi err ` EF 7 SEE SHEET I ANCHOR SPECS. a It —• G �••••••°- . °,, • M .• try eS,• = 11 =11 =11- Quir J +i t 9 .; , .,1f ; 3 . to 0 W 1 .. I' = 11 =11 - 11- • ,,,,,,___ 1 l t r. .3' ' ' p. cc . '1— —11 I! 1f 11 � b k • f a"T3!: rt " a • ire +t O; =' i II= 1 1 , -•milt 1r QO p O 0 • • 0„, a 0 tO 4 t. • d ° TYPICAL ONE STORY ASSEMBLY ' ,�¢ 1r "} t. °" . ., • ..' rt ff �r III C ar 1n• P. MIN CLEARANCE ° or BOLT y n DROP -IN SEE TALE SHEET i or 7 ' CHORS OFJtSiJtE'�t AT 'i : T ABLE 1 � ,i i I I TRACK) %, o c� a Bi m in � E i ji Q► Uw . 1 F.I. �- 1 a I o _ �. 6 CI t CONCRETE SLAB 2 5 A X • AIWA (4" MIN. THICKNESS) =11=11=11. `• • ti (3tl00P$IMin.) t w i g u =is =1 �R rd = 11 =11 =11- yr U-U- 11,,,,= ,,I = =,,, L' A- ti=ll .• • $ T .11.11=41..1=11=11=11 = p 1 =11 =11- I =13 11 - 11= — = re 1= 11 =11- =0 =I1- 11 =;1 =11= ALTERNATE ASSEMBLY Dmwn TO. 10.22•01 INSTALLATION SI.ALEt NO SCALE Y t AT EXTERIOR SLAB DWG Ha AS-001 ��� 2003 © ARMOR SCREEN CORPORATION SHEE NC3 OF 8 STORM BAR v.4.A K. REVISIONS ',N=0.11:14...7 �d� i' :,q e ij SPAN 4 5 6' 8' 9' 9" kis �1 r ; ' :yI ..: , i III _ tariet OCTOBER 22.2001 MAX. PSF 135 86 60 135 60 111104iLw cM August 27. 2003 DEFLECTION 5.5" 6,1" 6,7"• 8.5" 16" ^� ° f� <.g , " Q$'��?D • !J3 sw o ier7 a I y, Novente 25, SYP 2 "x6" X X X ALUM. TUBE X � �' '' ° 2 "x6 "x1/8" `` - p SYP 4 "x8" X e � ,» - DEFLECTION; ACHIEVED BY ONE OR h. ,,.1P`1 I PAr.k 41 z a . MORE STORM BARS AND MAY BE '� !��►.....�►��.�llti!Mf� 3 1 e WITH TH BLOCKING " i .� v f ° ALUM. TUBE TO BE TYPE 6061 -T6 .I N il r::: E E ' ° a 41 - ANCHOR ENDS WITH 5/16" x 1 -1/2" TAPCON ►. '. AIP. 1` (9 .. i a '€ MIN. OR WITH ALUM MTD BRACKET AND 2- 1/4 "x1 -112" TAPCON r - SUBJECT TO RATIONAL ANALYSIS II 14,1 ANCHOR ALTERNATE ,. POINTS CO d `.s gattageArtus tritU Igo lint a to 0 IN iiiIIIIIIIIir ,^N.v ,,,,t....1 - : AP - 0 , Op " fir: v sf 44.4' fi 3" .., , i x iii II w ,v0,111,1, „,/ 6/..,/„ 1,1_ ` � �' . •'�y i• � i cc -- 31 STORM BAR ¢ ; 4 ` - � a = L-4 i . DROP -IN ANCHORS CONFIGURATION s , 4 : tOD� . = v L• °• p„ 711 SEE TABLE I _ - =11 ' its ! %,� ��; • 0 G n -1i —u• i II � Ii 11 it� i °. 4 �IIi1 /of', ����� m 6 W 7 = 1t— IS =I►= 11- 11= 11 =11-u //e a I I, +� ;' -ii € 16 -it =ii a 11 =k1 =1E= PORCH INSTALLATION Y N En Z. Z clo m MIN CLEARANCE REMOVABLE EYE o e X6 nu, 0 I c lA 0 I m z A s ) t o PAVER INSTALL w ii ITH STABILIZER WITH 0 " w C �. `,, `, . STABILIZER - a 73 180 SQ. IN 4 1 J. r W ! =11=11=p.. • • • i VIP - 11 =11 . « i1l ' o it 11-91 °li � . Q H o. u. 'JO ` =)111- II ii =f1 — li =1i = ii= = ii li i1 =ft =i1= 6 OF 7 Drawn by: TG, 10-22.01 EARTH ANCHOR, 4" OIAM. HELIX SCALE' NO SCALE INTO EARTH I U m � HORIZONTALLY STABILIZED 24* 0.C, BEE TABLE I 20030ARMOR SCREEN CORPORATION DVG N0, AS-001 ALTERNATE ASSERT DiSTALLATIEN sitEr Na 4 OF 8 • EXISTING VII ME TRUSSES AT 24 ELM N.4 REVISIONS TRUSS =SET PLATE OCTOBER 22,2001 IIIIr August 27,2003 1 . " - •-• % , 444 November 25, 211 lk A A 41111 11 1 1 1& . 11 t, [11111111111 ... tt, - `11111111111111! 1 . , ili L 1... ---. '- .**• :1 ji ZItk ., O I • ; . 41 t ' q.). Ni ) ...r .. .9 ill/ t: : ' ‘ . : 1 a 0 '"N • 4 u t., F 0 74 c • Ci i,, ■ l' c) `,.. 4 z. i',14 g .-z. e - .e 1 ".) ... :FA v a. - a KIN CLEARANCE : " SI; 1 41 ti „II SEE TABLE 1 (i § -- (MEASURED AT MID-SPAN . \\\\\ - . to .4...• (4 r... ) u. OF SCREE10 t i E 11 6 i rower fiarNEVIR O c c ' ) „Li, sssataireer" % `k.r, Fritio : 1 . . R s &Mims CIN,".; ,, 'I: i " S d at . , 1 bisfrice Ilu•,...,,, . . -- 0 w %,,, ...,,,,.. !V ; - .. iia j- . • 1 I— a .. . 92 o IL- .%"--' (4"• P -4 Vrikitth3 Z.' FOR ANCHOR INSTALLATION .....,.. tlf tB MAINTAIN AT LEAST MIN. ce t- G \ ge EDGE DISTANCE AND FULL \ Qix 6 IF CAPACITY SPACING FROM ,„:‘, HANDRAIL ANCHORS BALCONY SCREEN - ..., is. ••,,. . L....4. r / 1 : .1 . ,:zr. KIT" _ . N. '• ,::: NI' ■**, .., h 4 •4 Ls. 4,... 0 .-,• 131 1.." • ....4 : * • LE * 'V 4t I " * illi i rc o:z 0 7 4...... liE . D INSTALLATION pids,,,,, •••• , • 0 i Co, •.. 3000 PSI to • ';fr 45 •• 4,3•. STRUCTURAL mast !III 4 Cr 7 le .e . ....... . - * ',•.% l'i .4( ni ilt.- : 0 ' g A - % -----. .,... ...... ii 94 1 , 0 .t1.41k4 4 ■ogb, , w co m ,n Pi A a MIN CLEARANCE SEE TABLE 1 1 CREASUREO AT M/D-SPAN «--,•:, , . 1 .... OF SCREEN) , o coll rli al11.110t ....".. F i IMMO 6 OF 7 f ...— , ),,4, . .... 4- ..... a i ... C t til • 1 , ••.:.• 1 co 2 CONR_ ETE FOOTIN .:- I , , .1.. , z 1 .. iipi 012121M.... ■ (---) - CLOSED ON SIDES AND ‹ .. . C - , .- 1".111 ' BOTTOM ANCHORED AT LOVER CORNERS • o , dit% WINDOW SCREEN Drawn by TG 10 - )1 1=11=11. 14=11= SCALD NO SCALE -7.11=i1=11=11=11=--11-14.-11= ..) DVG a AS-001 gar Na5 OF 8 2003 (0 ARMOR SC,RFFN CARPORATION V REVISIONS SEE VIV October 22, 2001 i tellariiini'y&CTALF F/lia (PRODUCT M. M-170H) August 27, 2003 TO BE SEWN INTO GEOSYNTHETIC M V QUAD FLAT FELLED SEN. MATERIAL R snap hook or 11-rIngu Part No. AS-5E14, H5100, AS9138, AS911a1 November 2003 .....„ o•. E .,cA,., Gm snrniertc POL.YPRO THREAD • 138 (7) PLACES iii h 4 g 1 s ,. r anti AT TOP AVRITION OF win FAN= S , . • . k it i :11:1 lilifr i 1 NGInTragAL4THETX a I f . 1 r; V IJ EF .'' .5. 7 .., : - 1. ra• IV — ,.. -•■■ TJ -; :, it. 1 CrifIGURA ii .i. ii. • .;......i..i ..!...!. • !pl. e..... ., #11.1 'A .0 11 !'• 1 ,:, ; ; ,.. ;-;, i. -,. 1 ft-tt .!, I _ _ , _ _ _ . .. ■.., ' id.., 04 0 PI ZZ {Z ""m 14 •-• r.-.3 '''' j STRAP DETAIL It L7 i F , N - s 4 '' . ‘TrIZN;'n77...t) ... 4'41 .;..',........:11 . , 1 !!‘) 0 0 7 Vt \ a to ',1”. *-"" '1 1"1"1.1' !"-!"' 7. ! '.'-' " =.' " *"Ill !..1 ; ; ';''..;' ; ; ';' ;_' ; '; ; i ; !.. 1 a a .f. a '.a' t.' al' !.... ',.... !apt! 178Z :.-.• , : ." fk , , , . ■ '''''.,,,,.. - - - - - ' - '-' - ;1■Ir ;Iii #;,,i1 ii ,ii i■iiii4tilii tisani k -,. i.i. i .i . At+Aill, lit lk......... WEAVE !CT SHOWN FOR X 1 114A , - amaYncuRAP WELLINGTON SYNTHETIC FIBER STRAP 14 \ • ‘ 111 ilitti ‘‘ '0 # / +.\ Ilk ... '17.. 1 / '4 "' * * ..* / FINISH • ' le PRODUCT ND. -170H MIR APPROVE)) ERLIAL) TO BE SEVN .. \'' N t % . *. a 4.- ,:' t I -. ` 4• .... , -. -"-"---"-" .-"-"-, INTO GEEISYNTHETIE FIBER MATERIAL 1=11-1;=1:=11=11=11 =11=11- , ..., ./N-C4 • 4.1 ••• *• .A1:- 1=11=11=11= - ' BUCKLE W/ STRAP AND TRIGUDE , ,..,:?' , , zr to . ., , ...,„ 4. 4. EARTH ANCHOR, - SEE SECTION "„bfi OF r .—.1 Z .2e cc, oar SEE ANCHOR SPECIFICATIONS - ON SHEET 2 OF 7, SOIL SHALL el) F BOTTOM STRAP DETAIL 7 . i ;•• ,..„. .....) ,,, • ...„ ... BE MN. CLASS 5 (MEDIUM 6 OF 7 , 1 • ' co -,7:. ... 0 . (AT EARTH ANCHOR)lz.x, nr DENSE COURSE SAND). .= . .7x21.t.u .. /..../ , ..k .1%, )\ .; ;-;.; ■.; ;1. i i ........ i. , .. 1 .:i , f. , .2. !.. .2.. •21.4.12. !iv, ..,.., , k..!:-.1.15..r.;.r,.r.... g.... 0 0 Of *0.5 , – ,... ..,,,„...,. ,,, ' ii ' '' ii ' i i i ii t 1 2 t !'! '4 1!" " ! ' i i lll ' „,/ lii !. I; iF !.!!ii.ii , i.....i .v Li.4 / Ili ';';';';' ;" ;";';''; a ';';';' ;';';';' ii';';' tir'!"1.1,.'"?'`a.1 kV , ' *... 4 . ... ..... ,... . . . . . , :.,... .... ... . . . . . . . .. ..... cn laveva.. it. ii=1., tem swum pr "..-...;=.%),..... _ z o g I CONC EXTERIOR L ill 1 SLAB ...--\\ OF ' X r • ii. AND STRAP i •, m4 WELLINGTON SYNTHETIC FIBER STRAP o ... i d Ri J \‘!) PRODUCT WI. /4-170H CDR APPROVED EQUAL) TO BE SEWN t.L.I i i 1 _ . • • • *. • '. ••".. • • INTO aEusrrairrIc FIBER MATERIAL • • .,. .... ire OR 2Ar PAL star-u MOMS . t= . Z SEE NOIR SPECS. ON SfiET 2 -• :, Wf " BUCKLE TRIGUDE, ii 11 SEE SECTION *J16 OF 7' • - , co , ; G BOTTOM STRAP DETAIL ' 13F 7 (AT ANCHORAGE INTO CONCRETE) 0 A * s c., ANIIK 'MIA E 0 €4 & -,,,, ,...., , , • OF 7 cc attlikMd , Drawn by : T G , 10 - 22 - 01 — SIPER CONTOURED MODEL BUCKLE .... BY NE:XLIS SCALE, MO SCALE 2003 0 ARMOR SCREEN CORPORATION WA fa AS-001 SHEET KO6 OF 8 ____ 3/8" STEEL REVISIONS LAG 'MEAD TURNED EYE BOLT 1 3/4 MIN ENDED. OCTOBER 22, 2001 III. ll'"*VA.gh iii "N• lit ia• fInLITZTAMITI11 yrrilll'Ill11111 111184 I/ I August 27, 2003 VIE AO m MUMS November25.24 d 2N + 4 43 ; +..;,. 4 i 4 i4 i. - y ili , i. i 1111 i i Evi 76' *..: 1 ligqi ALTERNATE 3/0' IDNI IIRCP-IN ANOCR GEO S'YNTHE'TIC HURRICAIN SCREEX ALTERNATE K TOP STRAP DETAIL Ca zo — mt, 7 OF 7 FoR OPENING 10 FEET nit LESS , -' I ,.:.- (IT \ STRAP DETAIL A T 44 Ei .0 a. TA '... ./ 0 8 :,Y, A V "0. ' • ■••• 1.4 P4 ALTERNATE CORNER DETAIL 7 Ir 7 ta. vs et -44 LTI M v.4 PR 7 OF 7 rim. ADJACENT SCREENS . q. ,. ... ,,,,, 1 1 ill hiliiii illifmiliTIFITTIM .... . . 511111111 SUNS 1111111S r" . Pr. ■Iiikiti.,,.”10.,...sorlat,imlit.lrivol ION !....t..:"...!". ,....)-. ». ....-33ull3.103ll4.---.3... • 6.... wim 1111141.11111110118.141.011.1,111/11110111.1491111111.1111 ..'..\ ' A ...a V.i.''i...V.i".i.9".i."......i.....i....F; 1■:::: : W O:: 1 '' 3 6 1 NM mom 1 foill+.11,1. awsio no,,,looltiweiro.mt, i \ resiimisomoisorol.toilimoloolimaimotoikalro•old* \ \I. 1,....L 4 it r . 1. SCREEN THREAD NOT SHOWN WM 011'33 13ifi) ' FOR CLARITY BUCKLE vi STRAP AND TRIoLinc ‘11111, 'i SEE SECTION 'J/6 OF 7' t T, * .0 WELLINGTON SYNTHETIC FIBER ST RAP \ ts, ,,\ sls.,"*...•,,,,. .. •.) / ■ PRODUCT ND, 11-170H • ;p.., CDR APPROVED EDU V AL) TO BE SF N ,..' ' -, No.„, A, th 0 INTO GEOSYNTHETIC FIBER Fie§ i .AL ::: Lil * 1" ft) " ...., 4. t o... (1 Anchor. Dye, r .." ...a = 7,S: . f "' v. * , cc: 4.c„_" NOTE: SCREENS MAY BE GROMMETED. ........-,,,.- -4, - ...1• M.*. D,.... - / ,, ••..... :\ 10'. . g , TRACK DETAIL ///1111110, 0' —1C INSIDE MOUNT CEILIr ( ii 1 = 2 :1: u1 2 8 Ge /t9r4.36t-PuntivaigJia. . .i 031"tli/ptekt:,' Pith at fiNIPA A ,..a. 1 0 uj ..IC ..... ratr10.1):C*3 t'r," ' v crs — ..... g 4:2 .ttnriDx:_yrrip, ...v. , .,..1, i a itaidra Of:I. 1111■;:, 1 IsilAIVU 0 ltlIg-IvrIr: V' I . f ,f.)../- y4 21. e) it o W r - WALL 2 k MOUNT (3 w g ,,... t.,.. Drawn by T G, 10 - 22 - 01 INSIDE MOUNT SCALE' NEI SCA' E FLOOR 016 Nil r ,‘ — 001 20030 ARMOR SCREEN C.Cr(PORATICt 1 SHEET NO. IF 8 REVIS: S Ncverber 2: .03 , e .1162 R L5.13 0 ty.: .0.-....-- 1.000 -4 TV 400 1 1 • ON TIP Oa 0.125+ ,r. 4 5. '411111 1,?5 R Tv a in e 1 ''`..- 1 ■ 1 6 . 4 L.44 1 I .."1- . .4 , — , _i_ TIP II 1."---••• L030 --4 , ,, . ,-- 4 0200 • BRACKET (PART 0 AST-110C 101 U .L '','", 1 ...: ,§ -1. ..7. ALUMNI.41 ALLOY CI , "s; t 7 1 4 6005-T5 FUU. /vr e I L-- 133 wt 7 ./---, - 'I* TRACK MART SAS•1000) 0.150 I ALUM ALLOY 6005-T5 '1 J .) Mil r ) , 111111111111 , , A ________ 11111111 ------, - - A \0001 • t , / , •'. .i , r.9 - / -- TYP E •-••• .: (.5„ D,.. :: Z, •-• , „4 k " ... .." 4.' .-... ': 4,;*, '..,„*.• Fa atr.;:i; ' :", ■ ,,...,„,, D—RING CARRIERS (AS-5214) C j — SPRING CLIPS (H-5100) I E5 ,. -..„............ i, NV KEYHOLE CLIPS (AS9138) 1/2" KEYHOLE CUPS (AS9112) 5/16 TAPCONS (FT1556) ....,.; .. • 04 3/T TAPCONS (FT1538) NIIMTWAV*V1111T-044-utvi 1/1 ) 0 q ...................... 112" TAPCONS (FT1512) 3/8" LAG ANCHOR (AS9038S) - 3/8" BOLT (131538S) _ ,... 7 1 E. 1/2' LAG ANCHOR (AS9112S) 1/2" BOLT (815102S) c ,.; IMAGES ARE REPRESENTATIVE AND NOT TO SCALE 2 1 , , ;r ' - - PAI1ON :. Florida Building Code Online Page 1 of 4 a . BCIS Home Lo I n User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Community t iNit Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail lIMMONMEMININIM FL11244 Application Type New 05014/41 Code Version 2007 Application Status Approved Comments ro'g ` >f Archived Product Manufacturer ProVia Door, Inc. Address /Phone /Email 2150 State Route 39 Sugarcreek, OH 44681 (330) 852-4711 Ext 1663 christopher.nolt @proviadoor.com Authorized Signature Chris Nolt christopher.nolt @ proviadoor.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By Luis R. Lomas P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/21/2008 http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgs6 WGOndIUH... 8/24/2011 Florida Building Code Online Page 2 of 4 Date Validated 11/07/2008 Date Pending FBC Approval 11/13/2008 Date Approved 12/10/2008 Summary of Products FL # Model, Number or Name Description 11244.1 Heritage Fiberglass Side - Hinged 6' -8" Opaque Outswing Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +85.0/ -85.0 Installation Instructions Other: FL11244 RO II Fiberglass 80inch Opage Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.2 Heritage Fiberglass Side - Hinged 8' -0" Opaque Outswing Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/ -70.0 Installation Instructions Other: FL11244 RO II Fiberglass 96inch Opaque Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.3 Heritage Fiberglass Side- Hinged 6' -8" Opaque Inswing Single or Double Door with or Door Unit without Sidelites l Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.5/ -50.5 Installation Instructions Other: FL11244 RO II Fiberglass 80inch Opage Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.4 Heritage Fiberglass Side - Hinged 6' -8" Opaque Outswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/ -50.5 Installation Instructions Other: FL11244 RO II Fiberglass 80inch Opage Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.5 Heritage Fiberglass Side - Hinged 8' -0" Opaque Inswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.5/ -50.5 Installation Instructions Other: FL11244 RO II Fiberglass 96inch Opaque Anchor Drawinq.pdf Verified By: National Accreditation & Management http:// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgs6 WGOndIUH... 8/24/2011 Florida Building Code Online Page 3 of 4 Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.6 Heritage Fiberglass Side- Hinged 8' -0" Opaque Outswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/ -50.5 Installation Instructions Other: FL11244 RO II _Fiberglass 96inch Opaque Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.7 Heritage Fiberglass Side - Hinged 6' -8" Glazed Inswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C C „C NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +52.0/ -52.0 Installation Instructions Other: FL11244 RO II riPe.rglass 80inch Glazed Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.8 Heritage Fiberglass Side - Hinged 6' -8” Glazed Outswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/ -55.0 Installation Instructions Other: FL11244 RO II Fiberglass 80inch Glazed Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Report=.- Created by Independent Third Party: 11244.9 Heritage Fiberglass Side - Hinged 8' -0" Glazed Inswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +40.0/ -45.0 Installation Instructions Other: FL11244 RO I1 F. :nrolass 96inch Glazed Anchor Drawinq.pdf Verified By: Nation:,! Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11244.10 Heritage Fiberglass Side- Hinged 8' -0" Glazed Outswing Single or Double Door with or Door Unit without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C Cr NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assuranc, Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +43.0/ -47.0 Installation Instructions Other: FL11244 RO IIFibc glass 96inch Glazed Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http: / /www.floridabuilding. org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgs6 WGOndIUH... 8/24/2011 Florida Building Code Online Page 4 of 4 1 11244.11 Heritage Fiberglass Side-Hinged 6' -8" Opaque Inswing Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11244 RO C CAC NI009172- R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/ -70.0 Installation Instructions Other: FL11244 RO II Fiberglass 80inch Onage Anchor Drawinq.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: C Back 1 [ Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 - 2010 The State of Honda. 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' wg i�yy 4 o Lii' gin Z Qa czo �N 4 , 1 ? { i' .SLC'C - I H� O I�� m i !I (A (.7 / •'•'( .ls c o ,H. 6 8 a w F cN 3 °mg tV M .4 ,v m v ,n w LIZ' C�u K OC OC City of Atlantic Beach APPLICATION NUMBER 6 Building Department (To be assigned by the Building Department.) r, y .�z 9 Y 9 j 800 Seminole Road j " v � Atlantic Beach, Florida 32233 -5445 // & r � d Phone (904) 247 -5826 Fax (904) 247 -5845 " f 31 >r E -mail: building- dept @coab.us Date routed: d / I/ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM ,j Property Address: // 71/49720 � �. Jr _ Department review required Ye o Building t Applicant: en-n /I)/ x).) Q /0 s arming & Zoning Tree Administrator Project: 0M. - ! /D// 0 tc) Zphi eevf M7 Public Works Public Utilities Public Safety Fire Services 2:0 a. I`'iff � "� P� � � - � r J .9" &�' �"91 � �� i � m �' r � ' � '�� �, I xi i � � � IF � a Ghro- 56��; "�a m i .w r r + � 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: ®Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING `� ((>_ Reviewed by: d Date: cf z96 TREE ADMIN. Second Review: Approved as revised. ODeni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ODenied. Comments: Reviewed by: Date: Revised 07/27/10