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1955 BRISTA DE MAR CIR - WINDOWS rfr. ' s, CITY OF ATLANTIC BEACH \\., H-, > 800 SEMINOLE ROAD 151/ x j ATLANTIC BEACH, FL 32233 0.7119 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0186 Description: replace 18 windows Estimated Value: 8011 Issue Date: 10/5/2017 Expiration Date: 4/3/2018 PROPERTY ADDRESS: Address: 1955 BRISTA DE MAR CIR RE Number: 169506 1664 PROPERTY OWNER: Name: VAN LIERE FREDRIK NELSON Address: 12448 GATLEY RD S JACKSONVILLE, FL 32225 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Window World OF Northeast Florida Address: 8110 CYPRESS PLAZA DR APT 405 BRIAN WALL JACKSONVILLE, FL 32256 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i�.:L�� City of Atlantic Beach APPLICATION NUMBER �� Building Department (To be assigned by the Building Department.) r 800 Seminole Road �/ c f�1 O p 15 -,- Atlantic Beach, Florida 32233-5445 G J l 0 1n Phone(904)247-5826 • Fax(904)247-5845 D / a �' --oJ !- E-mail: building-dept@coab.us Date routed: `7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (aS- 6(15-\--4 DL 04.1 C f. e nt review required Yes No ' \ _I Wing Applicant: W e 11i- W O R CL Planning Zoning Tree Administrator Project: (L$CtLt 1�a 0 W ta,taN) S Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature tem ` 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. nDenied. nNot applicable (Circle one.) Comments: No - BUILDING PLANNING &ZONINGC� Reviewed by: Date: '� / 7 TREE ADMIN. Second Review: nApproved as revised. nDenied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. nDenied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 C, o F �( 020�,, Building Permit Application Updated 5/5/17 fofr OFFICCCTV of Atlantic Beach `� ` ����, E Co800�eminole Road, Atlantic Beach, FL 32233 I ry`°i Phone: (904) 247-5826 Fax: (904) 247-5845 SEP 2 6 2017 Job Address: J S tr.)-t0 AA Oa. et i Permit Number: t 5 11 Legal Description 1/0 ' 3.7"• he/ vas aq t- Se1 *,_]V'QY l.(; Lirvtiz Valuation of Work(Replacement Cost)$ )1l Heated/Cooled SF Non- Heated/Cooled s� • Class of Work(Circle one): New Addition AlterationRepair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialesidenttal • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 1 1 ems, 1 g L,�1�ct c5- s �, � s i � Florida Product Approval# for multiple products use product approval form Property Owner Informa to _ ����� �cl�e Name: —FOCI rt. Q i Li e, Address: ,ass ✓tJ c City Am .IL. _' A_ State ( � Zip 2 Phone qo-1 '- ,S c—Q ti�S E-Mail GIAA.hQjS'1 (P • 'kl51A . cft Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail Architect Name& Phone# Engineer's Name& Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date 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 regulationg 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. 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 YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed) before me this a]0 day of Signed and sworn to(or affirmed) before me this day of k, - tr , by F( i-(( OJ*� -(Q , by (Signatur.,of Not. ) (Signature of Notary) =o�� o JENNIFER JOHNSTON ,•, MY COMMISSION#GG 042984 =* men EXPIRES:October 27,2020 Personally Known O'' ��i`-PPersonally =,FopF ,: Bon:Pt EttaryPublicUtOliteis [ ] Known OR [ I Produced Identificati [ ] Produced Identification Type of Identification: Type of Identification: �Lo or= T� c7 BuildingPermit Application OFFICE COPY b;_' p P J City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 �'r`''{.. Phone: (904) 24-1-5826 Fax: (904) 247-5845 imme IMQV Job Address: 1 ` 1 0.. , f-t J G6,, Permit Number: R 0(8 (0 Legal Description UD • 31' '25 '(DIE ('0 L (A ► 2. RI# Valuation of Work(Replacement Cost)$ WI ` Heated/Cooled SF Non-Heated/Cooled _ _ • Class of Work(Circle one): New Addition Alteration 0,101. Mo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial idential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performe 4,0,C1U 14b vo. , Florida Product Approval# for multiple products use product approval form PrgpertyOwne Information � 1 Name: r; • \cw�k�tAr� 1p Address: t 13n Sl c► I Ir(�low L1 -- -- -- -- City__ _ G IV State__EL____Zip '32233 Phone 't 4 - (oS S - 21.5 I E-Mail ....tML t So Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: WINDOW WORLD Qualifying Agent: BRIAN A WALL Address 9452 PHILIPS HWY STE 1 City JACKSONVILLE State FL Zip 32256 Office Phone 352-300-3360 Job Site/Contact Number 904-443-7001 State Certification/Registration# CBC1259710 E-Mail WINDOWWORLDPERMITS@GMAIL.COM Architect Name&Phone# N/A Engineer's Name&Phone#N/A Workers Compensation N/A Exempt/Insurer/Lease Employees/Expiration Date 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 regulationg 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. 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 YOUR NOTICE OF COMMENCEMENT. /L---•/ 1#\ ' (Signature of Owner or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me this day of SignedSiand sworn to(or affirmed)before me this day of C II _310__t_2_.by- — — 7tp't#wt , 260 ,by BRIAN A WALL ( ignature of Notary) (Signature of Notary) .0'N.,. MICHAEL BENNETT i MICHAEL BENNETT 1; MY COMMISSION#FF2368d2 MY COMMISSION#FF23f,682 I I Personally Known OR ;ti�,.6 •• I)(Personally Known OR • [ ]Produced Identification ?•,;� EXPIRES June:03.2019 ' [ ]Produced Identification .:47:1,7•,•6•39.,_42;7s, EXPIRES June 03.2019 "1°'''954;'5' rloriOalloa-Secvice.con'Type of Identification: Type of Identification: rroriaalloa•yservice.con. t ' 1 1 1 1 1 1 e 1 I 1 I : 1 . 1 1 1 , X111■ III 1 — . • , ; i -- 1 1 i i ! ', „ , , ---- t. X vi-Si.—-4- IIIIIIMMNIIIII1■ ; ' � ► -ri 711 . 4 ' . 1 j ( ' 1 a� X 411 ` • ► I ■Nn■111■Nm■■1.11111 �a X! ! c • I 1 1 1■�1■■1 1♦ !i 1 1 , : 111111111111111111111111111MINNIMINIONNIONINIMINI £5.4,,,-1- - sAhs 01 • i ! , ' ' ' 1■■■■1■■ -IT 1 ,g 'L ' 4lf'!h s { 1 I ■ g' at. "( h L • I! 1 I , ■■■■�■■■mmummuminumniummaim $(10-1'$/.1 9 . . 1 . 1 . 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Ni1■■■N■■1■ __ ___ ' ' ' 1111■■■�%■■N■ '� 0----- ---- , ■■ 1111 -- -_ ___ .._ . . „ , . • 1 ; i , I ! , . . ____._ . 1 ! ` ' i i ,.. i ! _ __ —_ _- - - , , • 1 AatMI , , : i is , i l • _ __ - T _ OFFICE COPY • PRODUCT APPROVAL INFORNIATLON SUJET FOR l III CITY OF ATLANTIC BEACH, FLORIDA Project Name: VAN LIERE Permit #,�/! —o/8 Project Address: 1955 BRISTA DE MAR CIR As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72, please provide the information and product approval numbers) 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 (product approval may he obtained at: www.floridabuildinb.orP.. , Category/Subcategor• Manufacturer Product Description Limitation of Use State# Local # A. EXTERIOR DOORS I. Swinging 2. Sliding , 3. Sectional 4. Roll up ti 5. Automatic 6. Other 13. WINDOWS 1. Single hung 2. I loriiontal slider AMI SLIDING 11141.9 3.Casement AMI DOUBLE HUNG 11720.4 4. I)ouble hung AMI DOUBLE HUNG 11720.13 5. Fixed . 6. Awning -. 7. Pass-through 8. l'rojected 9. Mullion AMI MULLION 12078.7 10. Wind breaker I I. Dual action OFFICE COPY 2. Other - Category/Subcatevry I Manufacturer Product Description Limitation of Use State 4 Isocal # Ii. NEW EXTERIOR 1?NVFIOPE. PROIItIt.l's 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 he approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: WINDOW WORLD BRIAN A WALL ♦ %�` ,a9" t,✓.✓7 Mailing Address: 9452 PHILIPS HWY STE. 1 city: JACKSONVILLE State: FL Zip Code: 32256 300-3360 Fax Number: ( 352 l 861-7587 Telephone Number: ( 352 ) ('ell Phone Number: ( j h mailAddress:WINDO1h(.\ACOBLDPFRMITS@GMAIL.COM Floridaliuildino ( ode Online Page 1 of I ° 4 4 'WA t,te r... Aar"1 ardidtr rAtrdratdMIO0 tatt-Mt , v -o:1":3-cA cot,-S.. Ram S=art, ft.,:aa,..-11:41, 4SC Staff SC:S SA*Mad balks Search r Product Approval 4.,j Li Appitcatton t.1st Search Criteria R.efinsLapar.ct FL= 12076.7 ALL Product Manufact.irer ALL ALL StIbCategory ALL ALL Compliance Method ALL Que,ity Assarance Erit:ty Ccn:act Expred ALL Product Cescription ALL ALL Apn-oved for use outside HVHZ ALL -!It ALL Design Pressure ALL ALL, Search Results-Applications MALILO.faCIUM I Valid•test ;Status ASSOCtated ftlatea Is Inc !Ryan J.King, Approved FL#:FL12078.7 Model:g. C-ClassSeries Str.,ctu-a<Mullion ;813) 767- . Description: Clapped Steel 2.0 ,2.25 and 2.5 Bar MiLiiiion for use on 6555 Wooe and Masonry Openings Category:Windows Subcategory:MLI,ions • , 'QZ-Sy It-e P3,7 t-e si or- TottehaeFee P 4?)9Q:More Et.S.41,1/.18,74 , , dd ottda AC'eNS S ,"4.1 4,1rV4. ,• C. a a. t, t. It, t "At afflacdtdot 555 .o.--dooar40 to a c,c,tt-ct-racords stechAst do t-t-ct -oat tc dct.t) : :ad.;; tact:sr or ce ,000ne La traCtrOctar na I,Ii yht,nada ani questroot,otease ooruc.550.457.1355 * ..an:It 4 S4.27 ,I; Stataes,erecter,/Ootohw t.2012,hcersees Irceot.er: cet Cnapter 455,FS.mtext peeve*the Deportment dr,tn aueme.lede,ess 'eve ooe The ermole novCed may Oa acre Co.offtctal commurocatton mtn the',canted Soy/ever emad addreSses ace pubic record It sod op no:rdtstt to trectcca Ldease orov-Ort the GeDbrONVII tOSS 611411 adoceds arc-Cr CA!:190 made adadsOld to Mt otrodc trete,-he..501,tre terteee„older "..'haOte-455.5 5..o east Ot-cAr te>, Product AaldnOder ACdept-Ar Card Sate http: \\xv.floridabuilding.()ru.'pr..pr app Ist.aspx 9;20/2017 -— 1 v\\11111 r1 t// ASSC3CIATED MATERIALS =s~ ' . 4441 �- : 2 + s n t w " 3773 STATE.ROA[) F,.....:&... .' c.4 e 0 Ct1YAHOrh FAILS, OH 44223 ' )'' ... - 'a "C-Class" SERIES STRUCTURAL MULLION r _ s yriZ [ • MAI COMI,NFOMAX COM!}INEO E W. F [..---___ �, --- - DIMENSION I$ 192 r? S/?Q II �fC OSMCNS10tJ 4 192' & 41 ,„,<1 ,1 I I ,v, II— W2 Wt w2 1 1 'g O ! `,% MULLION ANCHOR STYLE BRACKET GLAZING GLAZING <, • ?...,....A.,_,, 2x3'.rnnt+tvJ r MULLION Int ,trAO min 5111) CLAZ)NG ORUCF GLAZING 0., GlAZI CT GLAZING 1 RODUCl PRODUCT N w yfy • GFNEWV.NaTI:S' 'r. i /'o t t has ewon orphaned and t h(vrepionce vile,Rte SRr hutio'.120l t)1lpldo CWkarp c) •t I. Iisproductf Code(IBI:)o■cWdev,1 I1N+lk/Velocitylhmane rrnu trot conforms 101M roM,Yertsenls of TBC S] 1 (jldptd 17. 10 minder loodf 10 the sto tyre ors0 be ro.'ie."ed A 2 wood bs,eb W often.must bel anchored lxespedY � L ill Sby the BukenD 0 Kk o1. .- IN 6t i s 3. m�ron o•xYw embed rlent tc base mC.akx shot bo beyond wW skenikq a th ex n. a 4. when used h an+x Ientcn0 vAM trait»debr8 protectWrs. prodKt doM rxu axpA'e ptO1OCNon I N S t..14 1 ha11 on ytlpsacl retistaN co +l0p when owes h Wfrd taws 1.7 and J ns do Anal by ASIM E 1496:h Wind I cne s,as defiled by ASTM.E 1996.Kis=duct rr use be protected ted with on nspect resMont yy� y coveting caxnply'rQ wilt,Section 1609.12 d theW.C. MAX COMBINED ....T C + MAX.ENCOMBINED — DIMENSION IS 192' :_ t 1.606 vMfi Mena m,Alote owe,be submitted t- DIMENSION CN t _ r �J S. Sopaal0 abduct 3nplCvKsh fcx eod112aeIKE Irodec 1 �_.,..._.W 1.._ _.I WY - C [$ okvp*111 1111 nl\fion pmducl opprovd. w}..-�- m-.- I ly L � —� �''S'o (. An,,,,p 0'eoen pyir�prndutt sot'^eraAm vr11 be m shONn h each WYhhxs'pWs7n� �+_ •s_ .__ .. &.. 'Q GLAZING GLAZING I GLAZING Any codtionsnotcovetal.0INsevduodonores't fC110teporbsoenpneev'2ovo4onon. GLAZING ( r PRODUCT PROOt1CT i n rPRODUCT o_.0 W Z;I i &. mulch Deslp+Prasare 2orF.p.tae todJ P.o'np lie S'1eet1 2 N*ouv"2 0'mt d'c�*16 PRODUCT ` GLAZING p n i g $1 r 9. Die design pressure ration 04 the assembly Oat be Ihes h for of he bend CopOcRY bt the mu&tn os -^ J determined u sIN Mit approval a Ilse de9{Y+pressure ndlog of the Individual plassrrs products used.. ." ._...m-=.,. PfLAZI N T' a ^' , nal be eQuo1 to a less Ass me n+r lnrgdo GLAZING } GLAZING GLAZING Ir. Bo1/nd'+n tsar M'wsiau to D�rT'e 'ti0Q06 GLAZING PRODUCT PRODUCT -'-"2 8 A etasianftewn^eless PRODUCT PROOIJCI o.m 2/12/09 + rout[or coNnxr - _ N sou NIS prscam mW in DWS 2 ) 20 uuuld+Out MOLE 1711wo0 ___MJCHW6 co x 1SS C 2R�ssiKlJpH lMD sAPtC foe.CA++CSR[tC SRM -..._ owwr.�w.: '—e 272-lIU11RMtI D TABU roe eaOD w ANC —... TYPICAL MUI_LfON CONFIGUNl1T10NS E Ft-17078.7 • y 2.;13'WUIUW LOAD,MX(Wva Tacarrr icarve mostiRb 6 T1 w-tJ10N LOAD [ARIL JtW eUCiDp SCREW ANCHORS SCRIM,ANOIa15... xti T d o I 73'for LWe_AKNO9 CONplfrr __- 1 3 _ ,tulwr . cran_i Aisuto.Isrt.,ls—�__ _ �- - M ;6TITYTIE/ - WOOD "C-Cla,ss'STRUCTURAL TMULL/ON LOAD L TABLE(PSF)-2.0 * 7 ....,.s.,.... SCREW UAYWDTH -1-- . , ANCHORS 34 13 44 SO 51 ; 0 . 1r1EIA9 ..... ...........-•1.,,,e.„.i-, ,- ttA NI, I I 1 1 SC TI:I I ITO 140 130 ' -0 , ;90 I 100 N.A . N.,. NA N:. 7.°i 41 .7-IT I ' "' I . . • se 2., '1W Is o IA a •2 0 1- II 0 1 100 10 C NA I -4---__ ut. .._ NA -.I.41/....• 0 C.-68=., • NA . NA ......4.,.. . : • --•:.`t; A.E7,. 23 0 1 *90 160 *50 17 0 1 12.0 1. 11.0 160 NA NA NA NA NA -:: ••.. ...• L ,, ......... .......,, , iio• 25 0 I 200 *10 16.0 .. *40 130 *20 ¶10 *00 NA NA NA NA .,,, •• -..'•:'. '. i I.1 63- 270 1 770 100 170 100 14.0 ¶3*) 17.0 *10 ¶00 NA '"gii, ‘i. _... 29'9 1 240 700 180 r 16 0 15 0 ; 14 0 ¶2.0 11C 10.c., ,`: T ' '''• 4/. I , , . I. ,I 544- 1 I 2 I 7I;0 720 20.0 ; 11 0 16.0 I, ¶,0 130 12: i 1 c 10: 1... NA , _.... ...,..,...._ _. Br 3.4 777 I 7(7) 73 0 71 3 18 0 i7 3 15 0 14's 12: ,1 C 10 0 *03 v., L%' \ 17\. fi • 80" 360 i 30 0 250j710 190 18 0 15.2 15.0 i:u. 12,:, no in 0 NA \I 0 !".• ..... _. r rr -3111 0 1 31 0 27 0 73 0 70.0 18 0 iiö ' 15.0 ...,t4 0 L 130 1_ 17 0 11 NA 1 E:.-.:. 7$ 410 350 10,0 74 0 71.0 i 19.0 18 0 16.0 15 o r 131 12o 1 1 0-1-ic-M-1 .1: K‘,ii: (.... TP!ii!JIA.4,"41:1f.,-, - i EA , 74" 460 30 32(1 26.0 220 21.0 190 17.0 11.0 14(1- ¶30 11 0 *00 7____ _. ,..,........ x Tr sto .. .4,ol Is° zr 0 24 0 22.0 200 18 0 16 0 150 140 130 110 - 70" 5.,.0 45 9 32.0 29 0 25 0 23.0 210 10.0 17 0 16 0 15.0 iTo 12 0 .. .. .., - . _ 61 0 53 0 34.0 31.0 27 0 24.0 23.0 20.0 194) 17 0 15.0 14_0 12.0 A x tr 67.0 1 560 36.0 330 260 240 240 220 200 180 16 0 15 0 13,0 ....40 - I IA" 72.0 i 63 0 39 0 35,0 30.0 260 26.0 23.0 21 19,o ola 18 0 1470- Ir 75 0 I 650 41.0 37.0 320 29.0 270 24.0 220 20.0 lax Ir.° 15.0' . r.. , fo- 76.0 I #10 440 4017-340' 320 79 0 700 .. 240 27..0 20.0 19 0 16 0 N. I CA_AZN:". ":,LATH4C. 1 I, :f..,,. . Ir !so 7 sr e 47 a 420 1 37 0 34.0 31 0 200 750 71.0 21 0 200 17 0 1 14R,ITAIr 7 r`ROCA;CT P1t.DUM: 4.to 69" 750 60 5'0 45.0 :To 0 38.0 34.0 30.0 27 0 25.0 232 21.0 19.0 l' 1 1. F ..,e, __ ........ _ e, _ . ....,..s.,• •, VI C .c. 34* 75,0 65.0 54 0 49.0 42.0 19 0 36 0 32 0 29 0 2/.0 23,0 n o 20 0- I," , 6 ' , 0., :4 1 _5520: iiis.,00, 71.075.0 3044700 023300 4450..00 46.0470 4392.00 303500 33470 7192.00 2027 00 ....._2251.00 2224.0I II0 ..--- 49* 75 0 75.0 89.0 62.0 54.0 sae 48.0 41.0 37 0 34.0 3/0 29.0 260 . !, .1!4 3.. 1 40' ' 750 750 I 750 75 0 750 72.0 ea 0 500 540 50.0 4$0 42 0 37.0 IF - ..' 1aSiIIIICTIVI15_,19/1 USS. (71 DIC MULL,014 I BAB, TABLE; .F. 1. DETERmiNE Tut DCS/ct, LOAD rrrourRruFro ('OR Thrt, PARTICULAR OPENTILC AT; -44 EspEctmo BY THE BURRING DESIGNERIU (ANCTECT ON ENGANCIN 014 RECOND), ••••*''' $i) V. 7 FOR REF PAIENCULAR OPENING, orTENTArNr TIT TRIBUTARY 69091 AND MULUON ..f. SPAN. REFERENCE TUE SKETCHES ONINES SHEET FOR MULLION SPAN ANci D F-- ----- . r-=--:Ti . _ TRIBtnAny WIDTH DEIERAONATION 1. 1N THU FIRST COLUMN OC F NTAM.F, LOCATE MULLION7)10' E SPAN. IN i HE FIRST ROW Of NIL ;3., 1 ,. , ,,, _ ._,.. /Ael.C. LOCATE THE TRIBUTARY Warm. Al THE INTERSECTION OF THE *10W, CONTArNINC TNT 1 HOLUM SPAN AND TIft. COLUMN CONTAINING II1L TReurANY wME.)0111. EttAD MULLIO/( ((IAD 8 RATING CMN IN P50'. 1147' MULLION LOAD )M)1140 MUST Dr mum TO OR CRI:AliR THAI/ NW 11.' % ',7; _ 2 C.1 .. DESIGN 1.0AD REQUIREMENT DEIERLONED IN STEP I AR ,OVE. ... 001..... T 4111111114 . - FOR ANCH0FUNC CAVING PROTTUCTS TO THE MI LI ION, ANCILOR SWF AND SPACING SHALL DE M 501-MED fn 0141. OF s i 1 41 .-4 ' THE FOLLOwING. ,.''...,,,N....1. r..,I,- !... ;i li `----1/4 t suBstatilr (1 FOR I) 1/4--14 SFr, O%)LG ING SCREWS FOR 1110 FAME NIERS SHOWN IN II)) ViDMINJA1 GiAzinc PRODUCT APPNOvAl V., WI 2/1 7/O0 7 2. SUOSTITtilt: fLI-Iti PANNLAD !Tar onn oNo SCREWS PON 111I FASTENERS sr,OwN TN lurr mr...,,, NIS - 0 i L..-ii 0001000uAt GLAZING PRODUCT APPROvAl mAXIMUM FASTEN/if SPACING Att.019142 is 0" mom Eno, ........ !: VW,De Dws m tat* ir, 1,1 5 r END AND Al 15- 0.C. W,X SPACING, .,, .....--r,t, NOTE: A !.IINIM.LOA Gi .3 IHREADS OF THE 501.1•0164.L/NG SCRF.04.5 MUST PITOTTiuDE NEROUGEI OW 1VA1 1 Of rlIf roto*VoC"s. 2 _ --- ard/S271_11:1RU.h1111.1 ION & FRAME mu/i/cu. 7ros SECTION VIEW AS sriovin roc, :it usTRArm. PURPOSES; DINER FRAME SECTIONS 0) FLORDA EAPPROVED L6-17070 7 WENTIOris 41.51(10Err SJDE WENDT/WS CAN 00 0511) IN Nos EAsr Nob:. • 0 - - S . . . ;punt, 11,', CONCRETE "C-Clas s•S TR L/C TURA L Mt)I.LION LOAD r ABLE(PSF)-2.0' : .... SCREW TRV JIARY 1513714 1 1 ANCHORS 24- 30" I X' -1 4.0T*--1 46" 56' 1 '..1' 41- 50- 77" 1.---....70- I tr. 1 ot -. i( 6''.. :-...,.•••••i ;1 * g)2 0•-•:." ,,. •1 06- 21 0 17 0 ' 14 0 '3 0 ,,;-, I0i,l. t0.0 tIA H. IN KA, , !IA I im 1- ; ... s, 150 '.1,0 _1 . ISO ilk IP "W ili, !IA %;,j,.. - . ,....i7 I; 9;* i . '. 11 , i---9."'''--.12 0 • 13 3 . 160 ' iso -i- ''' 1 13 0 110 ..... 12 0 100 I --1 DA -,--. • . 1;1, • NA , IA .....4?„:. r• ;I!, --TIT-- -:;,,,,'..,.........i.:,.,,. -: <, ,..... j. :. ,, 1 o' , ...,,.. 4 I 25 To 20 Co i7 0 1 180 _o4 C 110 --- .-4 10 f• 10, NA IA NA. 7r- 014:. n c n 0 19.0 170 1ro 0 ---frc*-TT; o. 0 120 410 530 o,.. .....f_LA NA 11A 10" 29.0 24 0 70 0 r 15.0 1 14 0 120 11.0 100 i NA 14A HA O . so. I, o.• 4-5-./. 94' 315 35 '220 23L1 ,1. 1 .96 : ISO 100 1 11 02 0 i00 HA - Er 14 0 7t6 230-1 ZIO 'F.:. , 17 3 i IS 0 140 120 i 110 las i 100 NAis, j to; f ;;','.t'.,' :6;•- Er 360 100 ? 0 r 73 0 '.2C j 16 3 I 400 lo 150 110 120 1 1.0 i 100 HA 3 ,t,c,I N 1 . e • • 4.• .. , ..„ • l'o:o 1, 20 0 I it,9 I It 0i 13 0 ,.. 740 430 120 11 0 f/4 5 ,o ....o:. 1 1ltrioifIANi !WWII , L7F-0 43.0 7 740;60 320 21 0 093 le 0 160 15 0 130 120 t I 0 700 o. -1:1" -46 :lip' 'Er) mo :1.0 210 1 19.0 770 450 140 110 Iv) 10 0) ,“ ,:m ... i470 n o no :41 n o i /o o 19Q 'ISO 160 44.0 0 11 3 , ,0 70" 550 4533.3 , 2D 260 22.0 o 21.0 190 110 160 ISO 110 123 •.„, 1 c.-1 1 -66' --6T.Fo - ir- 340 31.0 77.0 24 0.-.4 290 205 . ---- ------, 180 17.0 160 14 0 420 g o.. Z '•'...L _....-.* --...- H J a- 67.0 950 16 0 no m 0 ..s 64" 72.0 ° COO 390 350 100 16.0 . 240 220 I 28.0 31.0 80 20.0 8 0 160 ISO 11.0 18.0 16.0 IGO 130 14 9 .., S. Zi - r GIAZING -.: , 67' 15.0 - -X 0 410 370 320 . 79.0 710 240 ko 'WO loo 1 7 0 15 3 :-, '6 o oo 4.. 114:1047411 .. 411,.,14.; 60 75.0 140 44 0 400 140 320 i0 260 24 0 no mo m o to ii I . GtAiii2t, PRO120C 7 1 V.... 4 r. so- - 750 750 570 470 420 37.0 34.0 31.0 s 51.0 45.0 390 - 63.0 - 34.0 300 o 250 27 0 50 710 230 21.0 2 200 170 /4 61.0 21.67---.-7970--. fr. ".• 3,!!,.,. .4" g 1 .f...3 - 54' 15.0 666 040 49.0 400 39.0 960 320 260 7/.0 760 230 300 I6 7 1 :9- - gl 1 Sr 150 n 0 690 53.0 460 CO MO 35 0 32.0 190 21.0 25.0 22.0 I 50" 150 15.0 *40 57.0 600 I 48.0 CO 18.0 34.0 MO 29.0 tro 240 L__.. _: ____ , __ _1 461 '--71-----.0 75.0 0 V 540 000 4.0 41 0 37 0 3404-- 310 260 330 ' 1 4r - 75.0 iso 15 0 750 76,0 120 CEO SOO 1 540 mo 48.0 410 310 i III:7,:.4 - - - NsTRuctt00i.5_WOO UU. OVA ILLMLILLION_LOAO TAO/.1.. DETERMINE IRE oEsIcn LoA0 REOURFMENT FOR THE PARTICULAR (MIMING As Z..; spronEo Or THE BUIL OING DESIGNER (ARCHITECT OR ENC:INEER OR RECORD). r,.. ,...3 '''' ,e z '7 2 FOR Fill PAROGUIA11 OPENING, DETERMooFC THE TRIOUTARY WIDTH AND MULLION el.4 SPAN. REFERENCE WC SKETCHES 011 DRS SHEET FOR MULLION SPAN AND iX P. ., ,......... tit lir 1 I TRIFKMARY WIDTH Of:I I RMINAltON. . IN THE FIRS] COLUMN OF THE IALTLE, LOCATE THE MULLION 51W4. 04 THE FIRST ROW Of 101 P R g • MLLE LOCATE THE TRIBUTARY MONT AT 1741 WILMA:CRON 01 lir ftOW CCINIAINPIG THE 1'0 fol C,: 3 NS ,I4 4 0 I MULLION SPAN AND JUL COLUMN c...)NrAinnoc OIL TRIBUTWITY 091,147 READ 'HE 4.91I LION LOAD RATING CRVIN 01 o4/,r. rill 4.4uu.,co, i OAD RATMG MUST DE EQUAL TO OR GRLATE Ft RiA74 THE 1 icp et, .,2,...,g_... 1 ".....,,..... nrsinn & n ncouipri4rm OL .onrn ft: sr 1 Anovr. G --- rAs Imor;Fu10R ::0w,N11,1(: LAZING PRODUCTS TO 0111110N TH . ANCHOR WF ANT) STAGI110 SHAII. 731 AS SPECIFIED 114 0111 OF G ••••)''''' '',;TI:i! 4,0• ..i'.- ,. I , su.s„,„„: 1, 1011 I) 7/4'-I I St.il-DRiLUNC, scrobvs For? HO I AS7t 147745 SHOWN IN THE 04)M01144 GLAPNG PRODUCT APPROVAl oto4.4. TO 2/.1 7/09 y 2. SURVITUTE in IR HANOI MI) OIL!.DULLING SCREWS FOR our FASTENERS SHOWN tN 04F u.-ku.: NIS 9 1/ 1141363011AL (7,1 AZING PRODUCt APPROVAL "'.14104tH FASTENER SPACING ALLOWED IS 6" FROM LACH too toy. Ows too 17111 AND AT 15O.C. AC " C. MAX. SING , .....,„z:4(... otA 6.FS Cr:---IV - NOTE, A 1.40411.14fA4 Of .5 1,781/,0)5 01 4141 SELF DRIWNG SCREWS 641)01 PRomuor /4/mixt, 14.1 IYA1 I. OF 7741. MULLION 77110 SECTION View os SO704414 FOR oilo/STRATIVE PURPOSES; OTHER maw' srcrioNs or FLORIDA A1'000011 slAwnt:m 1, El-.1 2071'7 - ,- ‘11 5CC.TION Itiliii_MLIWRIL_Lk-i NAME 14RAIDOWS CU ALSIDE WINITOWS CAN nr ncro il4 11911 FASHION. 1 11 4 -- _. - . 1'17 _----' -` W000 'C-Cass'STRUCTE?RAt MULE N LOAD TABLE(PST''2.25" 1 i� ! ' SCREW -_ . uli/TAJO vnlin I �O~ ZZ n I i RUMORS- `t ._ ' • _ 1 Fs I n, 1 1 U, IA 7.x i:at.., 3 704 11/1K.1 •4NJ1•,JCJ j ,t V. r'•, I n4 .... n _,x t r •`1 '' `; r t I n x .t - 21 �t RA I, s Y 1 t� " \� f$ r �O fw 04. • ,.:1 • I J.0 i 3l0 240 ??C I 21. au Jft _ - );p 790 )5U_ _ 236 1 ...`fir I11 56 �.. _ iit 4 r __ - - ... • �.•.. - :."_} ? t 73a E?a I10 700 60 � SO 1 Oat ` . 2 6u • a° lir, 1 40 1 f (' ' o� ,-1114 K A. _ -34 70 0 NA o sM:RrtrARr vli{.'r• j - a .,`T� T v 0 (G 15r..a-t Yi0 ?<0 , r '" 42 y0.0 &9A 01t1...I 13.0 4400 -700 ILD "230, 21.0 100 460 060� PtA - o _ 740 410 mc 574 X100 21L 244 220 TOO __?_9D 470 15.44 ,-^ _0, --T$0-+" Oa t 430_... 17 5 340 314 1 770 26a 2).0 70 700 150 :69 I I i �� o4 _ _...i90 < a..-•j50 uo _3DL zTQ 70.o i ile no_... Zlo 1E 11 734 1740 10.0 460 --- ��_. . . __xa 17D 29.0 26.0 - (.. Y' I �, Iso 776 u0_ Seo $ 1 4 750 it{ _.170-110 t10 _. _77 150 310 21:0 760 7� 410 t90 ` (:I/,(:N(; k I GiODU( p, _t TIO ..._. _ i ., 7'--'T 44 «._..407 -- 370 330 3700- 760 250 240 21.0 Y, ti 'R0O'J('1 YRODUC:7 cs:,�^ 60' 730 750 Ys ----... - --... ._ [ -75.0 )10 _ L. 0 1 --. - - 13 0 43 0 40 0 366 32 0 _ ase v r.�D uo {j . ,, a Sr ,_,7t __� 500 460 10 140 35.0 -20� • 770 I NO i '2 (1 7r. 1 ._.._ A... 75.9 6t 0 ! Sy.O ' .Rte €. r I 56 730 r SlIit O cr .� ,.,_.,--. � ---- 5SA _ 7770:- 100 41G Sia _ MO 3 320 1R0 26U � v, � .may i 50 70.0 450 670 _ __. }- - ..__ C 14'0 020 570 ns 406 44.0 <00 ST0 34.0 '370 76.0 q.-. 150 tS.o is-o 720 soe ma 54 000 M.0 400 570 340 33.0__ is a '� tS • ._ . 4. 430 �4110� Y 3Io rl_..�„� ..._=mss u' 7!0 1750 _ b-- 750 000 E30 750_." 52.0 �� _...� 750 7!D Na ( 750 . iS@ 730 7SU 130 j 690 j �0�I_ 5S0 _„_540 R.0- rx INSitWWIG.UO145 FOIL(2511 °LIM MILLIOtt LOAD_; mL1.: ... ,.___...-4J40. 2.25"71ULUn7 0-(06104 t u ;nlnt£ PI' L.STGtt LORA RCOUIPIIULNt FOR 1811 YARJI{ULAR UYLRING AS .-. rt[;T7a.LEU €at ,1004 J1r TRAreI SPLCn If)14Y TUE RUJLOJUC 0rSiGuCR (ARCt4UE;CT OR E8f.4T3fER 08 R£CAJTI)) 'l"""""I �.�� SCREWS on-so, ndg 1.51: g (�,. f 1` .� uuk l ION ANGIUR tNtACKEI %FAR .1f PARYreacs r stcyr cs os int: 3{1 f OR 11.0470. SPA AND I Ali TO JrA-17. , 1.5" SHA14. RO1TPCNCF 11411 SK["101415 Ati rUtS SHf.l7 fGR 4143 N SPAN AND L ri Y 1 i'01 PH. u.S. (SEr 504111 33). 181I3UTARY WIORt OE 2ERMINATIOT[. ' 3. IN HU. 14151 =swat OF 144E 1Aa11. 7OCATC IPI. MUc 4308 SPAT.- It TA 474,51 'UA`O7 7041 } r 7A1n,f• I.OGt11 110E TMOUTARY %TOTH. AT 181 ,IIJCRSCC7)O.',' Of NIL ROW CONTAINn30 THE D:/ " i,UULLk1.Y SPAM AUfI JUL C047.40t4 CUN14047NC II lr TRMPUlATtY W11011• WW1 lilt. mint ION 1040 5'4 . -.. !I7'7[U 7�ti 1��.,....33 s4417NG Gr.477 n[ PSI. Tiff IULLION LOAD RA71NG MUST tit EOUAI. ID OR (:REATEP' IRAN til£ '' �J TP01 jTT1 � r J154Crf 1040 RE(t BEuENT ETC0UHt10 in STEP t aAUVE i ��_._ [ ^" _ /// � ..:� �.��"(f3I! ANK:}fpRING OC.rLt'n3G PY2OIXIC}"S TO T7fL A11�1_f(NL AGtCtEO;{ SfXE AMO 17sAGFWtr St 6704 EN. AS 5471 CO KO tN Mi. OT� Il � # _ � '�ki 1}(E TOLLCWVNG' Ili- € I. SURSTO U76 (1 1OR I) 1/4'-14 ri.I-ORILLIHC SCREWS FON 18E IASTLN1RS SIK)WN 7lt 477E '� I�©4►I'1 a a r- 0 *NomouAL 544748(3 880041:) A71PROVAI tuU: 2 t?�09 a T U ASTI uu. 1775 '; -=;•1/A Y. IROPAntlftf. LAZ .r. 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WOOD ALA4 %;-Class`STRUCTURULLON LOAD TABLE(PSF)-2.5" ,...k.............. eii,, , SCREW i I I ANCHORS :4- i 30" 14.- 40. 46I 60 44. 1 4.'.- 44- I r;- 'Li 84" 1 si. .....---x. :: • ; -..-- 130. 41 9 :1 0 ..9 0 , /5.: 2.10 19,0 10.., 1_ '1 , 14 0 '': 12 0 ,0 •.^.0 -..-,`':' ' * 6 '''°I'''- -, •. . . -i-,- 1 -.- 20 0 16 G 't ,.'0 1 , 13.0 •,;,.) .:0 1,..-. ...St..,:"t, t::., s,"• . 81' 4O0 ' 371 7 I 37 9 i 773 70.0 • 21.0 ! 190 J •: ''!.3---' •, 137-' ':2 •1.6 ,, '••• veicieer.:' ;.`• "-, 1 : 1 1 90 . _ •4 41 ',,... 14 0 ,,0 !------1.0 ..•' . ...... ss' ‘..-.!•': ... - • :Z.:0 400 I M 0 , 31 3 7101-..27.T 790 17 .., ''' '411111i 111.'‘‘ .. I 66. 51.0 43 0 11 0_1 2L 3 '.' 700 73.0 21 0 11,,, •,1 0 .11 r„ 140 ;.0 120 i...'t... - . I er 57 0 41 0 40 0 35 3 713 0 24.0 22 0 ,0, b U '0 C 15 0 1...0 .. i• i ; . , • 7 I 810 500 I 43 0 L 32.3 770 1 250 230 2" 'd.F. '!' IC) ,`..../- 13.0 '-\71. 1 530 1 480 I 423 790 i 280 4 0 1 1no I.‘,; '' ',- '..".. t 1'0 _ -- I '6 - v,3 54.0 190 44 28 3 35 011 .13 20 0 ITT"h---- Fo , •,,.- -il,,,' ' •5 3 '4 0 '.---- 0/0 580 400 350 320 28.0 7/9 A 74 0 i 22 0 .o: 18 0 17.0 15.0 t 2 ".--• TOT*-50.0 51 0 ?E__. 33.0 31.0 28 0 7S(1 i 77) :.,. 190 18.0 10.0 ._ ..(•,'‘ Q:) CI. i re 17(1 (3.0 3.30 41 0 350 32.0 300 770 / '40 ;2770 14.0 17.0 . ,.., ' 77' 74 0 52 0 5,1 0 42 9 37 0 34.0 32 0 28 0 r 25 C. , 24. 12-0 --i5 i .-11-Co _. :4 P ! 70' 750 MO 500 150 390 380 3.3 0I- 300 1 710 ; ,'.... 73(1 7s.G . 14.0 , . .7.; i ..,., .... , u" 75 a bt 0 54 C 480 42 0 38.0 38 320 20 0 t 10 I24 7: .:, „! 23.0' i 20 0 A t. I 1 3t i It' ?!..0 e70.0 ,t 7 C, 51 0 440 41 0 31.4 0 340 1 310 211.01 260 240 21.0 4) • ;..I AZWC: .... , , fi ' 75 a 770 610 1)40 47.0 03.0 40(1 360 T 310 30.0 , 260 760 22.0 ;Nowt 1 :1g t -1- 42' 75 0 75 0 64,3 550 - 530 se.e 43 0 34 0 I 35.0 37.0 t 20 C ; 27.0 246 5 4 ....."..:' . . a. ts 0 75 0 65(1 I 820 54:0 490 40 0 410 I 310 la I 320 : S 0 !-2130 .. I ' .,... .....-- .1 • •. 1.;;. •' •,, ' I 75.7 730 I 00 (83 53.0 49.3 440 1 40.0 37.3 34 3 . 316 27.0 I 'i 3- '-69- 7_5 0_ .2.5......_.0 /5 0_41 700 82 C1,. _.,571) 1)30 4111 1 430 iii 36 0 346- - 240 ..., ., v,i ,, ,,. ... .... 1.ki <4 txtbe 7755.00 715500 /7s5,00 1 7754 J30 86000 841i00 6571.0o 5sS1.00 j al": 402.00 420300363900- 34.32.00 - IV 750 75.0 75 0 i 758 73.0 88.0 64.0 50.0 54.0 49.0 48.0 42.0 t 37.0 1 ' ? - 6 41 250 75.0 150 ' 75.0 Ps o - 72 0 87 0 87.0 570 53.0 41)0 480 4.0 NIL"Z.:1V g h _._. 60 0 _- 40* 75 0 75.0 j 756 i 75.0 75.0 75.0 i /5 3 75.0-1_/0.0 5 .0 59 0 50.0 ;..., ._ 1.$ olsTrit./criaLS FOR.1.6(....0t. 11.1Llitillitki_LON) re‘1111. *4" 3 0E11 041411. 111C DESIGN 10AD ftroolorkirur FON III) PAN13001 Al{ (OPINING AS SPEC:MVO NY THE 01.1111/INC DESIGNER (ARCHNECI ON I NOINECR OR RECORD). • . 2.TOR rvr PArtneuvo f:DENJIG. acrt000rt THE 11410117ARY MOTH AND 44111,007, SPAN. REFERENCE 1111 sxtrc.rirs os Dos SHEET FOR M4./WON SPAN AND c--3 1-77--7 --\.- 1721211.77ARY MOTH CIETtkANNADON !\ -1 3. . INC 11/451 COLLOR/ Of HIE TAME'. IOCATE Ott MO/1 ION SPM. IN THE F1RSF 001 OF THE I?:1 R g 4) •.1 " ,.. • i11.. TAKE, LOCATE THE flaillITARy WIDTH. AT THE INTERSUCtiON 01 114' NOW CONOAINING 1111 z.: 40.0.tfUN SPAN MO 171E COLUMN CONIARUNG 1)10 110HurAfir viNnii, READ OW MULLION LOAIO tg§I.'-' i RATING (WEN on POT TH1 iwitiON 104.0 RATONC., &HIS, tlE EQUAL TO ON UpIA(IR THAN THE 1.-1 0.. i ! ir; ,-..._ DESIGN 11W7 REOLAIlEmEN1 OrEPANNED IN STEP I ABOV2, __:;........a: ,i;7''':' 11 IN177i ' ' ......„. . --," ,,.. rt.,!? ANCHORING CL /INC PRODuCTS. 70 THE i.0-11.110N. ANCHOR Stir AND SP,ACING Simi i DO As sm.onts0 at out ot f .1 Pk fOLLOVaNG. =7,...) Ljt1-1 3 ' i su0Srffurt (1 FOR I) 1/4...14 511.f-OirfulNci sfounits mu iro. rnsrouRs Strom IN Mr 111011.701.741. GLAZING F1'1001107'APPRCNAt ''''' ' 7: r: lir .„ ?,,,,(09 ii 2. 5U115(ifulo. IF tI 19 FANHFAG SCI 7* ORit I 114C 5681W5 r OR THE FASOCIICRS SitOxim IN 44E SCAr.L. NIS .. II INO45101,441 Gl..AV:C: Ra'XiCT APINIOVAi MAXIMUM f AStEnER SPACING AL1-0141.0 IS II,"ER001 EACH UK14, ENO AND Al 15"at:, MAX. SPACING. ... . OWS It E ,.5Ar O. tor i EN • I NOM A MINIMUM or 3 rkorEAD5 or 011 SELF-007111.044 SCREWS 1.4057 PROTTN931; 0/1400071 Offr WA)1 OF 7141: 01.4111414 NIP. 4 .Z.C.B201-atojealiGN...4-18AN/ 4.0.1/1/074, MIS 5007:0)4 v;nv is SHOWN FOR 8.1u5111UNC PURPOSES) OTHER matoE' crcirOreS or r LompA APOROVi 0 71.-12078.7 5ff400W5 OF 405)01 WINDOWS CAN fir USED IN THIS rASiliat4. 1.441C1_AL._A_ . q 1,, • .375 -may STS" �9~f `'', s If qp3ts 37S' i CONCRETE (3.000 PSI ufn.) ff Y i _ _I r _ CpNIORMfNG !(1 ACf SOt Is.. 7 ♦ ' -6 e a ii .,o (EYP.) .W' I. :75 o o 1 W . r H .., . ro— - @I L 1._ 1_ . _._._ SPRUCE-PIN(-IlN rrrri 1 � �y� R o 0 G=0.42 OR (if�7CR \ § u I 1Z� U ,.1 406" 1 I muu+QR.(1 2 25' z') e e • eL t'' , 6\° . • NA►fy 1018 SJEEL ° 1 e/ —y r— 2/11• -�� - T^' 1 I \I,\ (T) 1/16" ■ 3-1/4" ` i,�j E ELM Nu INACON \` ^�] n I '.1 ID .o \ CONCNEJE SCREWS ' o ki '� (I' uIN. EDGE DISrAAICE) 1lk o y E "� u -' M1 L/S0.- II (3WOODISCREwSr/7. i. CJ Li of I i 1 (3/4" wt. [Oct ? ,.ta1bN AN Hr 6 ARArx[T ''��� \ ( 1 \ i "I r mC 4NC D UGN I X BUCG li m?Y STUD OR TO 2X m1[J( y ? USING /10 X I-I/2• b ] uSCO J/,6- x s-t/�' WOOD SCREWS 5 Y�n ` ' . rt. CONCRETE SCREWS USf. z IgLLS ,q 41�♦� ONIY EOR � .. CONCRETE •� IfpR17('XrtAC MUlUOk SCRLw / (UNETEN SEPARATE APPROVAL) INSTALLAIIO`S 11441/1 r V V • v ...,.. VII . 7F- for :94 4 a on 1 ` 4,4 1•\ \ (J) Iro-3z x to Ii t I ELCO ULlHACON (t/2" wN. EOCC (2) /t0-J1 x I^ CONCRETE SCREWS DISTANCE) ��1=' T'rr NACNIN( SCREW41111.%%' ( IN. COGS DISTANCE) o" i (INCREASE TO 010-32 x I ti r.S' P.N. N.S. Fl7R NULL ION b F MTV I HY UP 10 0.5') I *%\".\\,:\ °+a 7/t 7/09 d swt Nis � I �... ows • Y BASIC MUWON )ASIC MULUO& M In w g OR8QcfL• ..HORIWG RRAr1;Er ANCIipRING i EOR WOOD SCREW CONNECTIONS NIL2+OH JO uASONRY �)flrw YO MULLION ANCHOINiG °s"•10 M0' EOR CONCRf7E SCREW FL-12078.7 CORRCCnONS AND NACNWI SCREW (NULL TO USING 3/16' T-tg MULL) CONNECTIONS CO CRETE SCREWS wen .t a JL O 4 i ' Florida Building Code Online Page 1 of 1 • t„h y4 . ..._.. Sob,,...Si;rctia+Yr Sias&°acs Put.,ca:ors 5C Staff 9^S See Rap units Seircl- i 't*,..: ' Product Approval J O B Copy r ,,ff t � � USt .. - „.. AD p3,aitron List Search Criteria kef.,n't Sea c"' Core Version 2314 =Le 11141.9 AppncaLon type ALL product Manufacturer ALL Category ALL Subcategory ALL I ca';on Status ALL Compliance Method ALL ,,;;r,y Ass.;rance Fnt;ty ALL Quality Assurance Entity Contract Expired ALL - , .el Nur-tt)4r or Name AL._ Product Oescrption AL` -- t n oVHZ Approved`or sse 3utside r VHZ ALL A_,. Des qr:Pressure . ... Search Results-Applications I F F Tyke Mr2rz.lataCtsSiel ,Va jd ed By Status t lana s •ssociated Materials Inc. I Ryan 3.Kang, i Appr c'des FLB:FL1114 .9 t P.E. Model:i,Model 0502 (613) 767-6555 1 Description:Extruded PVC Horizontal Sliding Window-(XX i:onflgurat:on) 1 Category:WindcwS • Subcategory:Horizontal Slider '4p3ro Yep pr OSPP er rovalc tv VBPS o'pl ,,e re,,erect a'C-,,"':3y tr•C SOC and/or the Cormss•on.f recesser,. -.--. -.., z..atry_`ela.f!0.o,.,F 1236$Prior--65C-447.1 -s or t -, P_vacv Saciir^a t 5vxca4s5ts Eta e-v—t: Rail, k,ate--ue• :e o.. a- •:, ..,',..,,,e'• e • -:rets re.asec restter.se:Oa;,.o:d-receres•eo:eP.re rc:sena cc::_ -00.'.0,..• • _- _ -_. - ,34 have any eit estops,;.ease=matt&So.487.:3415. Furs.a::c Se^.,.. =55.a;.1,,t.,. .. -aptar 455,F.S. rvBt pnooiet the pepar eern with aa a•-;asa•-;as alc-era.' :rev-a-re'iris T::'e r•o-wive'arra:aC:rtsse5 are 2....0IlC,aCCr¢.ti T'J cd ..:s 5.-3ile a OC'S,7fia`,lCC eS-i 5r+ee.e p .o-dt:rre:;e.d: t e:.1,0 . - P availstle to ire poplar.'o Ceter'rnre if as:,3•-e e t sae.-nae` .•:.see 455.K S.;1,... _ Prod_ct Apo,oQ.,i A,-.;its csc -- nmm Safe ctcuritV MI1-TKICA Lit;-' ...„vwv.tloridabuilding.ort2 pr:pr_app_ist.aspx 9/20/2017 ....,,,,,„,,,,.,..1,„„ 1 , ASSOCIATED MATERIALS 'l__,, n IN N co k P n R A T I) •U 0 * p 1.r - 4' 3773 STATE ROAD a CUYAHOGA FALLS, OH 44223 '"� J N >✓1 Q 1- .. 84"MA%.FRAME WIDTH--.. ------1 r a 8 O S MODEL 0502 j - �-- — -- �: g to, m HORIZONTAL SLIDER I. 'iii g . "NON-IMPACT" i /// 8 k` tr 6 W .j-1 td 'D r GENERAL NOUS ~ y W d 1. This product nos been evotrol d and is n compliance with ihd Sth Edition 120141%Ado Balding � / z rc 1^ Code(FBC)structu l roque rnents excluding the Sigh velocity Htxtir:aw Tone"(HVHI(. /// I -(. // n' n 2. Product rnchas start be m tested oral spaced us shown at dotols.Matra embodiment to leers //// material shall Ins bepo ul will dressing In slsx:co. /i T's Y 3, When used h aces requiting wind bane dotsds protection this product it required to be protected / with as irnpocl rosatonl coveting lhol corrys6es with Suction 1609.1.2 at the FBC. _�� e4.Fa through the home ar+ gin 2x stud framing construction,onchahg of these unix shall bo _- ---- ..�ince-wince-wryonN i' the scene os Shot shown la 2t WOdy construction. C' u Z 5,Silo conditions Mai cloulolo from the details of this dlawasg require kith();engineering onotysls by d,7 n g r r I'IConlerl 111000tt1 a registered aehVocl, ti ti OVERALL OVERALL DESIGN PRESSURE P FLAME DAY UGHT GLASS,PE IPSOtx�i DIMENSION DIMENSION POS. NEG. - 84.00'x 68.00" 37.62"X 59.67 +25.0 -25.0 r, ,i. _.__. .. -- -- - ;;` ,< 7d. 00"x50.00' 32.62"X 41.62 +35.0 -35.0 . -.--. TABLE OF CONTENTS - -- . ...._. .-- G i r - 72.00'•X 56.00' 31.62-x4747 +30,0 •35.0 Dae 12/0_l/0N i SHEEN UESCIIIPITON _ -_ . ...____... ..-j - l7Pscd etevolions,devys prpnves d generdnoies .- - -.._... __ __. srxr N.LS. 2 VerhCpl b horitaJd oust sucf urn 72.00-x 48.00' 31.67 X 39.67 +30.0 -45.0 an.re Ji( o 3 vertical A horizontal cross sections .-- __.. . ... . __._.._ . _ _ .._-. . ow rr.....1 FS . 3 4 &K t E-ortw OnCtsorirlg _..—.. 6090'x 60.00' 25.67 x 51.67 G2 +45.0 •45,0 e1s+eu:Ix+: x 5 ' . rnota{ols.gloiwsgckslohtw+tt conpotsasls -_ -__ 1 1.-11141.9 SIM:r j.a 5 t3 I, 1 . ‘ i - m• ? : ‘ • ' • k-- I : • . ... 9'1" \ ) Pt .-.4.:, _ -.------r, —•''''-:,- ......,,,,,,, ' 1 ''' —'' ,....." ( .1 , . , or . r"%-----'i ;Ft''' ;--.---C-s' ...„. coo . , `.....-1 1 1! ,....." 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EIWEti. ••,e.... ,,,,.. ,1) . ..-,:o..c,, ,... 3 C'”''...:.: ',..,. S. ••......,,-•' ..:‘ '77'7' `.i.C=fq....."rk 3-:::', 7:7 z 7,, A 7.,'.7 '/•••.9iONAL .11.1C.‘ -- '/27 $ I i: ';'. 21 '7(5:e l'L'UPPDA4770Mr::'2E::C Cf t4C,. :'''' '4)1. DR 451u. ' ,•-r) it'" t 14,.. ,c.. -60x 23C. vc-,rn. ',,L '''' "; 'n 2C .'i'. No;- 'e•yW'''''-' CROSS SECT;CVS P,gr, No.: /3'..,C4=Tht,',0 . , REMS10$15 -m rEaat: ..:A. SIC. (1) pion%ihtlrel MVO,Scn,..,rft"r porWrole .s.:‘,.• ...?,.4.- -.•%, . . I i_,,,,,,•_,,..,-.,,,.,44.., K) -,--ah:4-1:—. ...=:'::--.....- CO . . •,, • - • . i • (c) (7) 6C) \ ,, ..,...1 t,A.... mr.,,,,.....—. Q.-) _..... --_ . . • . 7 wtipp? i .) (H)--- - NM - L0 •. • / /-----,----. • 11 1 ---,P. '.', ''......... iii4,,,,`. :,. (A t i O mum ..,. ! ,,, , L.t - .----- ) (C)- AL .111 .... .1-----) . .. . • • di - •• i 1 I (i) u ''-', tar'-•, /1 1__ r i • .? 0 hi•• I I— •....ww-7)\ ••" , , e .. 1 IV -.' '• % 7 T i 1!tl _ A 1 f.7 ri • r ..._".....-_.,,, If' , 1 I 1 MB 0 3) 1 `;6 _s•-_-, ...i. 0)- lit 3) I q 1 _ ' - - _t. --4 CO .,- "ij ir i Nmras WEINEEZ lI (1)-' _. fATEIGOR FX7ER/OR INNIVOR i.i. GI Nss ....) EX1EVOlt tr :..., 0 riy,- COntricAtt c..Ross SECTION_ HORIZONTAL.CROSS SECTION tr.S)1101TIONIAL C(194 SECTION '?...• ci; II sn 7 T" ........ ../ la swo-4,41. *pl.. ls,..3 9....1./ Dorsi li, Masonry wwlwo• ,....3 Shown w/ 54.4 Shot .rawanej optkon f• 11 • : t a I Mfg.:1 1EXTMOR IffiERIOX EXUMA 11 I 3 62 ) ..111 0 II11_ p 0 (9)@)--, .a 1 15 , . ..... ::- (...)- --1-J •. .._ .... 4, i.•- 0 '"Psi PI :". (.1-- r•••.;•.- Iii 0—• ''' T---i II -—7 , 0. :: . •..._ , (i 7 s. i •;, ID 1 ; 1 . ......__ .. _ I ww•--•-• • • ID .s...--v. ".....4.1 *-; I .----___— . . • • • • .. ....--- , C . , . • . • • • T --2 . .. .. . . 6'.t1Iv/woe ii 3 --- • . . . : Z; j K i v --------. •• C\vorncx cRQ;IsEgijoN0.•••: •VS 1, (3-)%LE_RTICAL CROSS SECTION - 3 Opt•anai-naafi.,sal 1 ri..-11/419 • .. . II 9401 ..S CS.5 40" Q� ... i N A Li- :r. AWL` 1 �jo0 � ( h . • a~ L _ T6•! p 0 O7{ i• 4 "I I zfoul ) _.�tcauwi � ��,r AA s e _ SPACES I b [E I SP CFS I a ro a ii .y.t I i p'EL c yl Ek • L • d �6 0 H IX 111/0r 2X BIICJC ITP. IX 6UCK '� • 11411-C110 g 2x PUCK — - MASONRYA. L MASONRY W 41 ¢ MASONRY OPINING K S1EEL -1 MASONRY 1Oi We. OPENING I-EP. SUCK ANCIIOXING FRAME ANCHORING FRAME ANCHORING M i4 (2x BUCK' (2X RUCK) I IX BUCK.002E010MASONRY•SMEE.MO) 16 0 •a. 4 A.6 CONCRETE ANCHOR NOTES: n- r„ t.Concrete anchor locutions at tho a:omers may be adjusted to maintain the mtn t,s• ix edge distance to mortar joints. P 2.Concrete onchor locations noted os-MAX.ON CENTER"must be 04.4 led to maintain the min.edge distance to motto jOi•nts,add*Honot concrete anchors may be rebuked to errnar the'MAX.ON CI-NTER"dimension are not exceeded. 3.Concrete anchor table: ^ 3 ANCHOR ANCHOR MIN. MIH.CLEARANCE MIN.CLEARANCE � 5 TO MASONRY TO AAJACENI = } TYPE SIZE EMBEDMENT EOGF. ANCHORTIT rte 12/03/08 `..? TAPCON0 1/41TW " 1.1/4" 2" 4" o scar. N.T.S. ----- __-......... oro.n, .S c ElCO ULTRACON4 1/4' 1.1/4' 1.. 4., OR n LfS 3 WOOL)SCREW INSTALLATION MOLES: mama«�- r 1.Maintain a mTh Th m S/g•edge&WtooCe. rend distance.& I"O.C.spacing of ft.-1 1 14 t.9 - wood scrows to txOyenl the sp1trinp of wood. O JAW. JXa. . _ . _. _ _ 0 . , ,,,-.......... -,, ItOF MATERIALS — -_.. -. _. - - .::4)/ IlF44 II DeSCRIMONMAITItlAt I 13/16"0^.GLASS mt. .:-. • .. -:- g A litrUCK SG>.0.55 WOOD N 2X BUCK SG).•0.55 ' - - -- • •-•--- WOOD .. -.... Ci-DS -{,* .- - 1 rer ANNEALED GLASS . z r .- _ , . ..... . .. . _ -— _c_1/4"MAX.SHIM SPACI - ..-Icg5 "rt ! :'' _ _ -- - ---- --- ---• III • ,AIR sPACE D 1/4''X 7-314 PfFi-ELCO(*VW CONCRETE SCREW MEL ---' *....."...i',,,`‘ .7...-- MASONRY-3.0D3 PSI MN.CONCRflr ccimFoRM161676AZi------- (17..)--- ..._ -— inr ANNEALED GtASs s'i,,, ‘,., ,„, ._ t: CONCRETE ""/ .....*`‘ 301 OR HOLLOW BLOCK CONFORmING TO ASD.5 C90 §g 1 e N- — .— • t 110X3-PPH SmS STEEL 0.5 - as- 5, . Si .... 1-- ' • I T ii IX X.1-KM JACO OR 11W CONC Ku SCREW- STEEL GLASS BIM \) 4, _ _ ... ......._ ........ _ K IIICiPPIi SELVDRILLING SMS STEEL ,-, f L Iii"X 3•1/4"PEN El CO 011MV CONCRETESCREW - STEEL 0D__GLAZING DETAIL •..,1„. . ' O X SiEEI.STUD Mini Dt.033" (ASTm A653 GRADE 33 Ey.33 Ksi WW1,-EVr...1-S-rsi mini -- iltet. I iz — -- --- . • - - ------ . --– I cumin VINY1 FRAMi • RIGID PVC _ X ...1 .......--_ .... _ 3 ,EXTRUDED VINYL SASH 511LE• RIGID PVC 0 __.. ._....— S EXTRUDED VINYL MEETING STILE' RIGID PVC 7 EXTRUDED VINYL GLAZING BEAD"K 4 - _ RIGID PVC 13116 OA.GLASS I Filf. . _— 8 EXTRUDED 1;1101 GLAZING BEAD 7c.'"• RIGID PVC ..... 14 '-COI-REINFORCEMENT IUY(X88) STEEL 00.''----- - .. _ . . ___ ..__ .___ ,-3/16'ANNEAI ID GI ASS . -.a --Jo I, 7:U7SHAPPifiAEIAl-WA& STEEL. ... 1-4 . -J.2 _ — la . SETiINGBLOCK ___l_b_ -MR SPACE g 1 ..—_..___ . 19 DOUBLE SIDED ADHESIVE G.A7.ING TAPE - 17 I'-- 1------ - 3/11;ANWAILD GLASS 0 I •• ___...... _ .._ ••::„....„ 20 SWEEP LOCK(ASHLAND N 131000.11R) STEEL . il 1'3 .. _ _. _ ..... 71 KEEPER SI EEL 8 I 0.5' ., . ,... .... . ......_._ 72 #8 x I'PFH SCRE _ _w STEEL - - - GLASS ft!If _ .. _ .. .._ . . - - g ..e 23 N6 x 314"Pill SCREWSTEEL EXTRDED VINYL a a -- 32 UGlik7ING BEAD _ - — • •• — •. ----WOO PVC 0-p_GLAZINGpEjtan. .......... . - .__..._ . .... *UK APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS ItCt Nst ES INMINA CERTWICAIION PROGRAMS FOR RIGID PVC EXTRUSONS! ei -,-„ - (.4 c-, 2 n 0 0.81" .06*•--.-IIFI-1 ... ,.1114. ) - f b g ••-•".--I.88 1 tr i1• e 0 . cr ._... 3,A 0 GLApyG BEAD q.'4-GL4ZING SEAL) es'Arum sax i-A. GIAZING READ 1 ..._ L . -1--- 1-2 _.. ,_ • --1 or 1-- g i II - d r..........Ins_ .d ! i-t__... ... z . 1 .L.• r I,...._.gt. ® MEETING STILE ra•• OAST E _... 1 . ..... ..:t.,-,72/o3/on ° i. ! - 0 FRAME MVO.•ft JK • CM•st us i 6-41-•,.._LOCK ()_SA_S±._ blaM10;NO4 • V.,.. Re•fottuner• FL-11141.9 511/1.I • ' 04,E "Simply the Best for Less" Of NF. Florida 9452 Philips Highway Suite I Jacksonville, Florida 32256 (352)443-7001 • Fax:(352)861-7587 Limited Power of Attorney Date:04\k1 To: Building Dept. From: Brian Wall I hereby name and appoint, Gregory Galas, David Bosely, Christy Galas, Donna Biggers. Megan Constable. Joshua Galas, Hailigh Schwingel, a permit service for Window World NE Florida, to be m�y1llawful attorney in fact to act for me to register my license and apply to: 1�1 ttjt' C teOc(\ for a W _permit for work to be performed at: Lot: _11 ...__..... Blk: Sec: DG Twp: 2S Rge: � 2R Subdivision: Q\NQ Nokkk Parcel Altkey: 'LP((, 115kAlOtOI'� Address of Job:I to aQ1 e Piled_. El__ Owner of Property: VQV1 Licit and to sign and do all things necessary to this appointment. Thank you for your assistance. Sincerely��✓y. i� Brian Wall State Qualifier CBCI259710 State of Florida County of Duval The foregoing instrument was acknowledged before me by Brian Wall,who is personally known to me and who did not take an oath. (�� Sworn to and sub'c 'be before me this Li day of �^--bVeY .2017. % Notary Public, i My Commission Expires: 10/21/2018 a( 'SEAL! ki* MICHAEL BENNETT MY COMMISSION#FF236682 . ...�� a8' EXPIRES June 03.2019 14C7)398.0'53 rbridallo:a rySealce.con'