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HomeMy WebLinkAbout111 Brushcreek DrN4 T : 391dd Penalit M.- 0(,0-z Job Address:,�,1i i DeseriptlenofWorlcrJ-il-} } Ristorie District; Zones: CITY OF SANFORD PERMIT APPLICATION QI WU2-0: T T 3f11 9002-22-AUW i R��FiVFd ` qY LcA ryL ,,5 p t Total 8,qu F-000Stag�e o ^ VOIDe of Work: 3_F.215 J b Permit Type: Buildffig,Z Electrical Meal Phtt ** Fine Sprm' k�edAltam Pool Electrical: New Seivvioe - # of AMPS Addition/Al Claginge of Service Tomparary Pole Meelianical: Residential Nan-Rcside'otial ReplWMent New (Duct Layout k FmV Calc. Req u ro Piumbit[r/ New Ctmmner Bial: # of Fbdurw # of Water fit Sewer Linea # of Gas Lines PlamblarNew Residential: # of water Closets Plumbing Repair- Re4idential or Commercial Ooempmey Type: Residential Cammeirciel Industrial Cotsstructioa Type # of Stories: # of Dwelling UaRs: hood 7,azw ¢aitMs corm nm*md l Mortgage Lender Address: Archtteetil((qineer. PbOace: Address: Bar Application is hereby made to obtain a permit to do the work and installations as indiea#ed I 0M1ifY that rio wort or irrs4tllatioo has oasomexlGpd pesos tD the iaevance of a permit and that all wont wilt be pmformed to meet agodamb of a laws regulating comuaction in prix jufisdkdm. I Imdorftud that a separate permit mm be "c mad for EL6C MCAL WOKS, PLUMMNq SIGNS, WaJS, POOLS, FURNACES, BORERS, HEATERS, TANKS, and AIR. COMMONERS, etc. 4V11NBt3t'$ AFFIDAM: I cmtifytbat all of" f weSujbb iaEormatioo is &=watt and that &H work will bo dons in compliance with aH epplicabte won iogdMmg construction and aordog_ WARNING TO OWNER: YOUR FAILURE To RECORD A NOTICE OF COMMENCEbEENT MAY RESULT IN YOUR PAYING TWICE FOR7MYROVeMM TO YOUR PROPERTY. IF YOU INTEND T'O OBTAIN FI NANONG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINOYOURNOTICE OF COMMENCED&. T NOTICE: In addition to the rogmromeats of this permit, them maybe additional restactivns applicable tothis property that may be fared m the public nxtads of this ooutdy, and there maybe additional permits required bout admr govermrenml aReles such as wester 9mappment districts, state agencies, or federal agencies, Aaceptanoe of permit is rari&:ation dud I will notify the owner of the pmperly of the c t'? � SwatmeA Date --=, f Dente SHlvosh- G c0C Prins OwoerlAgeat's N s N G� C Signature of Notary-Stateorifi. Date SignatureofNa Pktrida Date OwnerlAgem ie K Peisoaally Y�ro�u to Me or Cama.MdAgeid -SK Personally Knave W Me of — Pmdoced I� _ Prodtavd ID APPROVALS: ZONING UIIL: PD mix,,IV Special Coodiamts: _ Rev 0.313006 yu........ .. ...........� EDITH D. LLANO Comm# OD0514010 =*PrPUdn Expires 2/2/2010 =7®0`? Bonded thru (800)432-4254: ',;off °r f'nrid, Notary Assn., Inc s .....................: E011H D_ LU N .` �w Comrfi* DO 14010 Expirne 2%2x010 apSg Bonded etre (S00i432-4254: i......i.............. lorida ...rb�a�Y,ASen...hie T'd Xdd 13CH3SUI dH WU2TtTT 9002 CZ ReW CITY OF SANFORD PER) W APPLICATION M �Fc�i�Fo qY Permit # C/ `P ` C -U br ate: ­)o(X)4Uj 1 2446 Job Address: n / T6 —7 Description of Work: (_' ,—���Y � �i� /1066 L Total Square Footage �� I + T� 1 Historic District: Zoning: Value of Work: $ dQ G Permit Type: Building V, Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address, ! lT I IL f Contractor Name &Addr Phone: Number: Phone & Fax: r Q f -Y6 -4Coo&t Person: 60Y Phone:Y -* Af - -/.X 5; Bonding Company:�-- Address: Mortgage Lender: Address: Architect/Engineer: Phone: G_ Address: Fax: S� 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 standards of all 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 s AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating 9 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. 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 m merit districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the r lont len LL ^� o 4t V v Signature of Owner/Agent V, Date Si ature of Contractor ge ti Date CY �c� r Print Owner/Agent' a Pri t Contrac is Na t Signature o ate of Florida Date Signature ofNry State Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 03/2006 �............... ••••••••• EDITH D. LLAN' ...... ,. q.uun,, Comm#DD05'14010 Expires 212/2010 Bonded thru (800)432-4254' ....................................... �� �'����� Florida Notary Assn.. Inc ... .. .....t 3 9 LIMITED POWER OF ATTORNEY Date: I herebyname and appoint point I I £ of my lawfiil attorney in fact to act for Inc and apply to ak a—___ermit for work to be perforruecl at a location described as: Section Townsbip Range Lot Block Subdivision L&r ph' 1 I 1 ez,s�) ceztr-, De. Sone F� ,Y,;z75z/ (Address of Job) m (Owner of Properly and A( c cess) and to sign my name and do all things necessary to this appointment. C)��� C D c3T-5 (Print 1 tcense u j/ (Signature of Certified Contractor) S'PA'T- OF lFt.. O etb COUNTY OF. %:—M t ND Lam. The foregoing instrument was acknowledged this___ day of 200�n by G Cs�� who personally appeared before me and acknowledged that he/she signed the iostnunent voluntarily for the purpose expressed in it. Personally Known ❑ Produced Identification (S EA L) Type of Identificati Signature of Nota ub I ,State of Florida �� i't�D • i�%�N� Print or Type Name of Notary Public !-000000.040. ............. ..... 0............� EDITH D. LLANO • ?a�o�A7 i�aaa Comore 000514010 ?? Explres 2/2/2010 +/a®pe` Bonded thry (WO)432-42S4: „ Florida Notary Assn., Inc .............................................t iaf+,%. i,- 1' ehhb�� del y�?h'x "�; + ': sr.5g+$p�f �, lr. ,'"'•c!" d hE A se+a .. „_>h._ r Vis. s:;; � ti:: r � .� — " CI1Wdb>= L0`-� O�h1 666j'=OZ,.NVf ?"Lorida Building Code Online Page t of'3 `, .. :. � - .!•� IP / art ��i ;* �� ' � -, , I'r +�1.Aj.1 i 1 1,�t71•V f .,, 9_t {1 t t ,,�., �JTt., ' � .,rr • h..".: ilX�� r.Sr.i.+r ..'.�'� � � ♦ t � it s ,i!. 1.IM � rr1 JfS � �. ,N r "tr 4r 1r x Overview Vrrvlrufl Rroreh 'OrnlnlzaU0f1 Plpr{IwA ,a t arch A►pllarlbn 9e y User: Publio User Not Associated with"Orgautzntron - ifie. t-e.. V c" Application it: I0 Ipe[e Submitted; i ,rte Code Version: 2001 Product Manufacturer: Town and Couutty Industries, ° AddrmlPhonelemail: 400 West McUb Ron,d Ft. Lauderdale, FL 33309 (954)970-7700 PLO, n r I Categary; shutters .,M Subcategory: stun) I'ancis _ Evaluation Method: aluation Report Crpm a I^loOda kx eglsteret Architect 01 a Licensed Florida Prvfessionni ' .Engineer Product '` Referenced Standards %rota, the Florida Building Codd. Section ftndat_cl Year SSTD 12 1999 !; lorida En inter or Arctutc;ct Nawe: Vlndimir ]uhn Knemvich , k > Florida License: i'E- 10983 Quality Assuranco Entity: Natiot>fii.Atxreditation and Manngement institute .� � �`" �}{ ��: � •. " ValidBt(onEnli VR[,nt�Du L. DLANCU, P.?v.; , Entity: rA t� Authorized Signature: Vladimir Knezevich. vjk(@kntzovich:ca, Evaluation rest Reports Uploaded:P'!'ID 7 �.sn_R.l T_05-3a9 05- irl g 2zs0�Rl_r_05- httn'//www.floridabuildirlk.orp,/BCI5Old/pr/pr_dett a.qp?II -2250&RV=1Mm=ROSrch 2/13/2006 L0'-03Mf., 666T 08 a e �loi�da Building Cvdc Online I'age 2 of 3 I 329 V_WQ_s_5tecl. df 1 I.'_'IIDJ25U RI T u5- 350�QNYQ. Iwn,Pdf Installation Documents Uploaded: a Product Approval Method: Method l Option L1 3 Application Status: Approved Date Validated: • , 06/10/2005 Date Approved; 06/30/2005 4 Date Certified to the 2004 Code: Pogo: t I PAge 1 r 1 ppfft # Product Model # or Nampa Model Daesart tion Litnite of Use Use of these product hall be In strict nfor ranee with the requirements of the reference drawing pr:eparou by ITG, Inc. and comply with chapter ,IG15-23 of the Florida Administrative Code. These products are NOT sult>able for inOnllation in he High Velocity 0232" and :0285" Galy 2" Deep`x 12" Hurricane Zone (HVHZ). 250:1 Steel Storm Panels de Cuirvgated hisproduct'rney only be panels Installed on concrete, hollow concrete block or Wow substrates. Fur.all other conditions site specific design shall be by his office or our delegated engineer. Panel pans less'lhan those oted'In the Minimurn Panel Length Schedule of e reference drawings re not acceptable per Ute provisions of SSTD 12-99. Use of these product hall. be In strict nformatme with the of the f0rener- drawing [equirerrients epared by TTG, Inc. pod 50,2' 040" OGO" and .060" chapter tuminum Storm Panelsmplywith 615-23of the Florida Administrative Code, These products. are NOT suitable for installation In the High Velocity 2" Deep°x 12" Hurricane Zone (HVHZ), de Corrugated This product rthay only be httn-lltuww floodahuildinp-.orgfBCISOid/pr/pr_dcll.asp'11PT=ZZ50&ItV=I- hll--ltOSrcli 2/13/21006 / M." 1 it iyr�'S'q'•'>"'''>"S x..FNf�'ar k!r* 3Y',t'?''`Yn?;u`,F".. -: x :••+n,Yn, xk.s, :,w.;'u«2<;nr .Ks ry;«csv.`,M''re'tra%a«.+=H _tG'A�`i". L0 , Mm 666T LO2 NUN 1 • • , Flnnaa �u�la` ' Ing' code online e Jago 3 un ' 8x1615 iistalled.on Concrete, rollow cancrete block or ood substrates. For all ther Conditions silo pecifie design shall be by his office or our a delegated engineer. Panel pans less than those rioted in the Minimum Panel Length WiWula of the reference drawings re not'acceptable per the [provisions of SSTD 1Z-4iJ. i ' I tl CopYtj9ld ar1A ptedatrnvr,; *20M The S tate of rlodde. All fVlsts mmve d. i7 l own, j e. tl ptl tl i " litto://www,floridabuil&g.org/BC180id/lar/pr_dctl.op?IIIT=2250&R'V=1<&fiii=RO.�',rc;h 2/13/2006 j ZCZ"'� 2.250" 1 05" MIN. I I .062 r .060" 2.99D- 2.250- _ 1/L-20 MACHINE 1 Y •1 2.250' SCREW (STUD N'' DIRECTION M X �7"oI vil mlIi D9L I u� 1 ., 01 �I .D9L- 1`I BE REVERSED) SEE NOTE of �� -:n'T ,fl .09' • o 0 l L'•oil .OBB- TYP.No. 13 COVERAGE 6 i 1 n! -1-2"' 6 20M IN '75-2D5E "32' .00- MAX 2.030 1A00 12.020 -I -, a HALF STORM PANEL/ O Sh' HEADER O •U• HEADER 3a •U BUILD -OUT ' HEADER O STUD ANGLE GENEP L NOTES: 1. THESE PRODUCT EVALUATION DOCUMENTS R•EPRES=N7 t SHUTTER. SYSTEM D°SIGNED AND TESTED AS A LARGE M!SSIL IMFAC 7 PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODs 2004. 2. -H6 SHUTTER SYSTEM HAS BEEN TESTED FOR ARGE MISSILE IHPACT RESISTANCE IN CONFORMANCE WITH THE SB,� I STANOARC °STC .2-9;c AN0 FOE, UNIF ORMF7ANCE AIR PRESSURE IN CONFORMANCE WITH ASTM, En3D-02. REFERENCED TE57 REPORTS CONSTRUC710N TESTING CORPORATION (C.T.C.), TEST REPORT No. 02-027 REV. ALE SCALE : 3- . 1'-0- SCALE : 3" . 1'-D` SCALE :3 - STUD 3"STUD 12c- -YP - 1.525`^• 1.375' MIN^• DIRE CT`ON_ 700` `886`_ - 3.366"M,A;X�� MAY B_ o75" R .5� - 77` REVERSED : ��� L09C-.�I }_I o I I I 090- ITITYP.f ��� of ,SD- �^• j� I ;I.,S D- `•.+-III0 1 ..215` V.�.215'�il_J�A.21C .091` iD ,.318' �! r .09_^•' II i / fD60' .090" 11 4 IOD" MIN. i �I •4.632".315 • R --GYM. •377' 5.00" MAX. SYM. O STUD ANGLE O ANGLE `-- O C -TRACK O C - IX O BUILD -our FTRAIX SCALE B -0' SCALE : . ,'. , . '_D' SCALE :HALF SIZE SCALE ALE HALF SI''F SCA 3. ' o LABEL p OCATION2.C2' _ LE . HALF SIZE ' ---\1/B- MAX. 1/B" KAY,. � 1.05' I I I I SIGNATOR£ AND EMBOSSED SEAL OF: THE DELEGATED ENGINEER OR ARCHITECT AND SHALL 8F SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW II .19 rl-�-'. / / L. o o I SEE NOTE j 1655">%// No. t.. I 12.00- COVERAGE 14375- '.375-STORM r�'I~452" '' 10.090" (TYF,) ✓✓✓ EXISTING CONCRETE, MDLLOW BLOCK OR 1 WOOD FRAMING (TYP.) �FUDRMA SSM 12.99 LARGE LMMI E IMPALE RE=AW O _1L ALL SCREWS, BOL7S AND WASHERS SHALL BE 202A STORMPANEL I SCALE : 3" . j ZCZ"'� 2.250" 1 05" MIN. I I .062 r .060" 2.99D- 2.250- _ 1/L-20 MACHINE 1 Y •1 2.250' SCREW (STUD N'' DIRECTION M X �7"oI vil mlIi D9L I u� 1 ., 01 �I .D9L- 1`I BE REVERSED) SEE NOTE of �� -:n'T ,fl .09' • o 0 l L'•oil .OBB- TYP.No. 13 COVERAGE 6 i 1 n! -1-2"' 6 20M IN '75-2D5E "32' .00- MAX 2.030 1A00 12.020 -I -, a HALF STORM PANEL/ O Sh' HEADER O •U• HEADER 3a •U BUILD -OUT ' HEADER O STUD ANGLE GENEP L NOTES: 1. THESE PRODUCT EVALUATION DOCUMENTS R•EPRES=N7 t SHUTTER. SYSTEM D°SIGNED AND TESTED AS A LARGE M!SSIL IMFAC 7 PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODs 2004. 2. -H6 SHUTTER SYSTEM HAS BEEN TESTED FOR ARGE MISSILE IHPACT RESISTANCE IN CONFORMANCE WITH THE SB,� I STANOARC °STC .2-9;c AN0 FOE, UNIF ORMF7ANCE AIR PRESSURE IN CONFORMANCE WITH ASTM, En3D-02. REFERENCED TE57 REPORTS CONSTRUC710N TESTING CORPORATION (C.T.C.), TEST REPORT No. 02-027 REV. ALE SCALE : 3- . 1'-0- SCALE : 3" . 1'-D` SCALE :3 - STUD 3"STUD 12c- -YP - 1.525`^• 1.375' MIN^• DIRE CT`ON_ 700` `886`_ - 3.366"M,A;X�� MAY B_ o75" R .5� - 77` REVERSED : ��� L09C-.�I }_I o I I I 090- ITITYP.f ��� of ,SD- �^• j� I ;I.,S D- `•.+-III0 1 ..215` V.�.215'�il_J�A.21C .091` iD ,.318' �! r .09_^•' II i / fD60' .090" 11 4 IOD" MIN. i �I •4.632".315 • R --GYM. •377' 5.00" MAX. SYM. O STUD ANGLE O ANGLE `-- O C -TRACK O C - IX O BUILD -our FTRAIX SCALE B -0' SCALE : . ,'. , . '_D' SCALE :HALF SIZE SCALE ALE HALF SI''F SCA 3. ' AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED .IN THE DESIGN OF THIS PRODUCT. +9C .-.,76- C'r� LE . HALF SIZE ' ---\1/B- MAX. 1/B" KAY,. � �.563`m ' SIGNATOR£ AND EMBOSSED SEAL OF: THE DELEGATED ENGINEER OR ARCHITECT AND SHALL 8F SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW II .19 rl-�-'. / / L. DETERMINE THE POSITIVE AND NEGATIVE DESIGN' OACS TO USE WHEN REFEPENCING THESE DOCUMENTS IN A[[ORD AN[E WITH THE GOVERNING .ODE AND GOVERNING WIND VELOCITY. II ~=13" 1452"IE55" AlO OVERL P j 1655">%// OPENING OR TH_ MANUFACTURER AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE LABELS ARE USED, THE LABEL SHALL READ S. THESE PRODUCT EVALUE TION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERICVALUATION DO NOT INCLUDE INFORMATION PREPARED H �L I -------� '?I r�'I~452" '' 10.090" (TYF,) ✓✓✓ EXISTING CONCRETE, MDLLOW BLOCK OR 1 WOOD FRAMING (TYP.) �FUDRMA SSM 12.99 LARGE LMMI E IMPALE RE=AW O _1L ALL SCREWS, BOL7S AND WASHERS SHALL BE 202A SITE. FOR A SPECIFIC I WI I 1 O WALL / DIRECT MOUNT 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY 'WITH CHAPTER 6IG,S-23 OF THE FLORIDA ADMINISTRATIVE [ODE. ~:'_ 0.090 f7YP.) 1---- 7. THESE PRODUCT Ev EC `IDN DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR TN_ CONTRA CTDR DOES I 2- -0 I LEG DIRECTION 'IS OPTIONAL ALUM. ANG cE CLOSURE PIECE Q l' " x 2" " A -D ND7 DEVIATE FROM TME CDNDITIDNS HEREIN DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXIS71NG STRUCTURE 15 CAPAB' E OF SUPPORTING T F O •T• TRAIX $ 'F'ANGLE-TRAGIC x .125' MIN. TO x x .;25` MAX. --� �7/B' MAX -- " - H_ SUP-RIMPOSED LOADS. SCALE : HALF SIZE S. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE N07 PERMITTED. / E O.SCALE : HALF SIZE 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMEr TS, SITE SPECIFIC DOCUMENTS SMALL BE PREPARED BY A DULY LI-EISED AND REG!ST_RED ENGINEER OR ARCHI7E CT. S SID DOCUMENTS SHAD BEAR TH_ DATE, I �I 1 �I �.563`m ' SIGNATOR£ AND EMBOSSED SEAL OF: THE DELEGATED ENGINEER OR ARCHITECT AND SHALL 8F SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW II �^ m: I b` J 1 1/2" MIN. 10. WHERE COMPLIANCE WITH SSTD 12-99 IS REQUIRED. PANELS SHAD BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER D N N= AlO OVERL P OPENING OR TH_ MANUFACTURER AND INSTALLER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE. WHERE LABELS ARE USED, THE LABEL SHALL READ of L .BB- i o1I O TRAP MOUNT x„30" AS FDLLO WS: FM ��E' Pic QM44C3 ALLO1) WASHERED QD G0. GALV. STffLGR 4p OR&A ws3 Ts �ufrp �FUDRMA SSM 12.99 LARGE LMMI E IMPALE RE=AW O _1L ALL SCREWS, BOL7S AND WASHERS SHALL BE 202A WING NUT (WWN) 10 KEYHOLE WASHER -T4 ALUMINON, ALLOY, STAINLESS KSI. STEEL OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. - 99 SCALE: HALF SIZE 2 SCALE:f1ALF SIZE -WPIDT I UNLIMITEI /--h1ANDLE INSIDE roto T1. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS`•w ON W B DICTATE, PANELS MAY f MOUNTED HORIZONTALLY IF C -TRACK, BUILD -OUT F-:!.-: TRACK. PANELS TRACK. 'F' ANGLE. STUD ANGLE OR DIRECT MOUNTED IS USED. X .fl. STORM ?gNElS SHALL BE GALVANIZED STEEL WITH THE -FOLLOWING MINIMUM - ,+ BARE METAL THICKNESSES. 0.0232- AND02BS-. COMFORMING 70 ASTM A653 SQ. 000 II I I I I w ,>s GRADE LO,. ULTIMATE TENSILE STRENGTH u. SAX K.S.I.K.S.MIN. 4 4 &F. _ ,u• ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. • E6 �HANDLE STYLE i L O CATIDN OPTIONAL "PULL -IN PANEL PLAN VIEW cXT 101 5>ID N.T.S. ` a 6 Elf i� 0 LL y ALUM. ANGLE"•" CLOSURE PIECE © III I W ti O D Z W � W MOUNT ✓ E 2- uJ0 b` J 1 1/2" MIN. �X D N N= AlO OVERL P o AN iE W114` O TRAP MOUNT m FASTENER a (0124" O.C. SEE ANCHOR V ani SCHEDULE FOR ANY - ^1 ALUM. ANGLE"•" CLOSURE PIECE © '• := ff'. L? „TOP 1/B" 1' x 2- x .125- MIN. TO 1-1/2` Ifs J MAX- x 5' x .125" MAX. MIN. -�} '.�:• ` MOUNT ✓ E 2- b` J 1 1/2" MIN. �X D N AlO OVERL P o AN iE W114` O TRAP MOUNT m FASTENER a (0124" O.C. SEE ANCHOR V I SCHEDULE FOR ANY - ACCEPTABLE ANCHOR � TYPICAL CLOSURE DETAILS MLAN) Z SCALE: 1-1/2" . T-0" - " O W �` 'WALK T W/ UT CORNERS OF THE BOTTOM MOUNT ITYP. PULL -IN PANEL TO CLEAR SPACE FOR WINGNUT OF L TYPICAL VERTICAL ADJACENT PANELS MOUNT ELEVATION PULL -IN PANEL ELEVATION N.T.S. N.T.S. 1/4-0 FASTENER (1a) 24- D.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOF O BUILD -0117 MOUNT EMS ALUM. ANGLE"•" CLOSURE PIECE © '• := ff'. L? „TOP 1/B" 1' x 2- x .125- MIN. TO 1-1/2` Ifs J MAX- x 5' x .125" MAX. MIN. -�} '.�:• ` MOUNT ✓ E Y! -+EMB. b` J 1 1/2" MIN. D N AlO OVERL P AN iE W114` O TRAP MOUNT m FASTENER a (0124" O.C. SEE ANCHOR V SCHEDULE FOR ANY - ACCEPTABLE ANCHOR TYPICAL CLOSURE DETAILS MLAN) Z SCALE: 1-1/2" . T-0" - " O e SPACING - SHORT LEG LEG MAY. BE RIV_RSED TOWARDS r- THE OPENING 1/L" MAX. GLASS OR %I 000R -OPTION 1 ) ENGINEER MAY - I _ DETERMINE ACCEPTABLE k1L TEK SCREW <m BUILD OUT WHILE MAINTANINGI I OR 1/4-20 NON -POROUS CONDITIONS. MACHINE SCREW Jr -OPTION 2 '5-1/8.CLEARANCE TO . NUT E S < w GLASS OR-ODOR-REOUIRED, a d '- UNLESS SIDE CLOSURES , I. - J I C 5 ARE PROVIDED. THEN. �,/ Ota I O ' NO SEPARATION FROM t-- GLASS REQUIRED. � w ~ N N .. SIN `/ =1 REFERENCE ANCHOR SCHEDULE FOR MAX. US L 6a W/ 1/4-20 x 3/" v ^I SPACING .SIN = MACHINE SCREW W/ .675" x .675" x i25" O v SII- O$QUARE STREW HEAD I C) GLASS OR of 1 to r rl DOOR -' <� .GLASS OR _ DOOR z E1 to i J C w _O 101 �.SZ' I I 00ILI 1J� t tiJ uj� Z Ip -0 1/4" MAX) N a E .: j .� ` 1/4-20 x 3/L• Is J I\l MACHINE SCREW IC.'.Z Cl CONNECTION CONNECTION TYPE 20 x 3/4` - -' Cl R NCEION CHOR MACHINE SCREW - - /� w— Cl CONNECTION TYPE" �xl ASTFNER (nl 0 ,:.OR (c11T" C.C. 9UT'DO SEFERENEE ANCHOR Ipa411 'I SCHEDULE FOR MAX. NOT EXCEED ANCHOR SCHEDULE SP AUNG. SCHEDULE FOR MAX, `EXISTING CONCRETE. SPACINu EXISTING CONCR TF, US. REMOVABLE ANCHORS ONLY WITH SPACING HOLLOW BLOCK OR WOOD EXISTING CONCRETE, •+ t: HOLLOW' BLOCK,OR� WOOD ¢ �c FRAMING !SEE ANCHOR -FR AMING !SEE ANCHOR KFYHOLF WASHER. LOCATE FASTENER IN HOLLOW BLOCK OR WOOD �C ¢"" SCHEDULE BASED=ON TYPE OF - SCHEDULE .BASED ON TYPE OF NARROW PORTION OF KEYHOLE WASHER r C1 CONNECTION TYPE REFERSNC° ANCHOR FRAMING (SEE ANCHOR Q Z, - STRUCTURE) \ - STRUCTUR-) - SCHEDULE BASED ON TYPE OF IN1- Z. Ij - SCHEDULE FOR MAX. SPACING • STRUCTURE) c BUILD -OUT MOUNT SECTION WALL MOUNT SECTION - - INJ : O E WALL MOUNT SECTION SCALE z" - 1'-0 O IO W I SALE : 3.. = 4- O . 3" , .II. e CA CONN '-T1ON.TYPE - 0 SCALE 1p 1. REFERENCE ANCHOR caW' w 3 SCHEDULE FOR MAX. EXISTING CONCRETE, C2 CONNECTION TYPE SPACING HOLLOW BLOCK OR WOAD REFERENCE ANCHOR - vFRAMING ISEE.ANCMOR SCHEDULE FOR MAX. - .,� SCHEDULE BASED ON TYPE DF SPACING- ��� •� ��•• ' T / STRUCTURE) Z _ _ HOLLOW BLOCK OR WOOD ISI 3/L` - O SCHEDULE BASED +�1 MACHINE, SCREW Cm I`. PENETRATION STRUCTURE) OF T �a�•�. -} � - I' (TYP:1 - w PENETRATION 7. OR EMBED.' L_ z ¢. / Cl CONNFCTON TYPE \OR. EMBED. /-Ct CONN CTION tI ' r MAX. w pI - 1. t/L MAX. ~� REFERENCE ANCHOR f -,r REFERENCE ANCH .i _ �J G - I I SCHEDULE,FOR MAX. 1 SCHEDULE FOR MAV •• 1 v I _ .ACING _ SPACING SP m' J < _ 1Tj ((� %7i I �H Ota R <.w .DIN - O SIN ■ /2 •��•� • rl V �i g S 2- x 2-O 1p W._ J „ z ' - CONT.' CL ,GLASS OR e < E .I- a C4 CONNECTION TYPE g z DOOR O t to E Z.O REFERENCE ANCHOR. SCHEDULE FOR MAX. USE LI w/ t/L.-20-x FDL. $PACINGz 3/4" MACHINE SCRN. W/.675- x.675" x.125"MAY BE RE RSED Z p . ■ 1 N-4 GLASS '$QUARE SCREW HEADg w #-- hDOOR 0 OR 0 1/L` MAX F M 'O ■ - MA2 NN R AP w 1 - a Ix m¢. - . EXISTING CONCRETE, O £ - wO HOLLOW BLOCK. OR' -WOOD FRAMING(SEEANCHOR - - O BI' I a o EXISTING CONCRETE, a WALL MOUNT SECTION .. I ` 03 CONNECTION TYPE HOLLOW BLOCK OR WOAD I ED EQ SCHEDULE BASED ON TYPE OF REFERENCE ANCHOR. 45 5 FRAMING (SEE ANCHOR - STRUCTURE) - J - /0 /2005 I '. i r SCHEDULE FOR MAX. - SCHEDULE BASED ON TYPE OF - - - O'SCAL'E : 3" rp EQ EQ: 'SPACING _ STRUCTURE) (THIS DETAIL MAY BE USED AT TOP ANDBOTTOM) i t O CEILING/FLOOR MOUNT SECTION CEILING/FLOOR-MOUNT SECTION WALL MOUNT SECTION ©® SCALE :3" = 1'- - .O I`..�,� AT MOR 1 _ 0" . - SCALE : 3" = 7'-0" .. O SCALE : 3" �� 1 05=329 " - : o e o ' PENETRATION OR EMBED. Cl CONNECTION TYPE EXISTING CONCRETE. BLOCK ANCHOR OR WOOD FRAMING SCHEDULE BASED TYPE OF STRUCTURE) PENETRATION OR EMBED. EXISTING CONCRETE. - HOLLOW BLOCK OR WOOD .FRAMING (SEE ANCHOR SCHEDULE BASED DN TYPEOF STRUCTURE) PENETRATION - OR EMBED. Cl CONNECTIONTYPE REFERENCE ANCHOR YP.j SCHEDULE FOR MAX. - .. .^•. _ O UI c n .- 18 t--/ REFERENCE ANCHOR I!TYP.1I SCHEDULE FOR MAX - - !TYP:I - - - Cl CONNECTION TYPE - - - - SPACING. .,., iG U e SPACING - SHORT LEG LEG MAY. BE RIV_RSED TOWARDS r- THE OPENING 1/L" MAX. GLASS OR %I 000R -OPTION 1 ) ENGINEER MAY - I _ DETERMINE ACCEPTABLE k1L TEK SCREW <m BUILD OUT WHILE MAINTANINGI I OR 1/4-20 NON -POROUS CONDITIONS. MACHINE SCREW Jr -OPTION 2 '5-1/8.CLEARANCE TO . NUT E S < w GLASS OR-ODOR-REOUIRED, a d '- UNLESS SIDE CLOSURES , I. - J I C 5 ARE PROVIDED. THEN. �,/ Ota I O ' NO SEPARATION FROM t-- GLASS REQUIRED. � w ~ N N .. SIN `/ =1 REFERENCE ANCHOR SCHEDULE FOR MAX. US L 6a W/ 1/4-20 x 3/" v ^I SPACING .SIN = MACHINE SCREW W/ .675" x .675" x i25" O v SII- O$QUARE STREW HEAD I C) GLASS OR of 1 to r rl DOOR -' <� .GLASS OR _ DOOR z E1 to i J C w _O 101 �.SZ' I I 00ILI 1J� t tiJ uj� Z Ip -0 1/4" MAX) N a E .: j .� ` 1/4-20 x 3/L• Is J I\l MACHINE SCREW IC.'.Z Cl CONNECTION CONNECTION TYPE 20 x 3/4` - -' Cl R NCEION CHOR MACHINE SCREW - - /� w— Cl CONNECTION TYPE" �xl ASTFNER (nl 0 ,:.OR (c11T" C.C. 9UT'DO SEFERENEE ANCHOR Ipa411 'I SCHEDULE FOR MAX. NOT EXCEED ANCHOR SCHEDULE SP AUNG. SCHEDULE FOR MAX, `EXISTING CONCRETE. SPACINu EXISTING CONCR TF, US. REMOVABLE ANCHORS ONLY WITH SPACING HOLLOW BLOCK OR WOOD EXISTING CONCRETE, •+ t: HOLLOW' BLOCK,OR� WOOD ¢ �c FRAMING !SEE ANCHOR -FR AMING !SEE ANCHOR KFYHOLF WASHER. LOCATE FASTENER IN HOLLOW BLOCK OR WOOD �C ¢"" SCHEDULE BASED=ON TYPE OF - SCHEDULE .BASED ON TYPE OF NARROW PORTION OF KEYHOLE WASHER r C1 CONNECTION TYPE REFERSNC° ANCHOR FRAMING (SEE ANCHOR Q Z, - STRUCTURE) \ - STRUCTUR-) - SCHEDULE BASED ON TYPE OF IN1- Z. Ij - SCHEDULE FOR MAX. SPACING • STRUCTURE) c BUILD -OUT MOUNT SECTION WALL MOUNT SECTION - - INJ : O E WALL MOUNT SECTION SCALE z" - 1'-0 O IO W I SALE : 3.. = 4- O . 3" , .II. e CA CONN '-T1ON.TYPE - 0 SCALE 1p 1. REFERENCE ANCHOR caW' w 3 SCHEDULE FOR MAX. EXISTING CONCRETE, C2 CONNECTION TYPE SPACING HOLLOW BLOCK OR WOAD REFERENCE ANCHOR - vFRAMING ISEE.ANCMOR SCHEDULE FOR MAX. - .,� SCHEDULE BASED ON TYPE DF SPACING- ��� •� ��•• ' T / STRUCTURE) Z _ _ HOLLOW BLOCK OR WOOD ISI 3/L` - O SCHEDULE BASED +�1 MACHINE, SCREW Cm I`. PENETRATION STRUCTURE) OF T �a�•�. -} � - I' (TYP:1 - w PENETRATION 7. OR EMBED.' L_ z ¢. / Cl CONNFCTON TYPE \OR. EMBED. /-Ct CONN CTION tI ' r MAX. w pI - 1. t/L MAX. ~� REFERENCE ANCHOR f -,r REFERENCE ANCH .i _ �J G - I I SCHEDULE,FOR MAX. 1 SCHEDULE FOR MAV •• 1 v I _ .ACING _ SPACING SP m' J < _ 1Tj ((� %7i I �H Ota R <.w .DIN - O SIN ■ /2 •��•� • rl V �i g S 2- x 2-O 1p W._ J „ z ' - CONT.' CL ,GLASS OR e < E .I- a C4 CONNECTION TYPE g z DOOR O t to E Z.O REFERENCE ANCHOR. SCHEDULE FOR MAX. USE LI w/ t/L.-20-x FDL. $PACINGz 3/4" MACHINE SCRN. W/.675- x.675" x.125"MAY BE RE RSED Z p . ■ 1 N-4 GLASS '$QUARE SCREW HEADg w #-- hDOOR 0 OR 0 1/L` MAX F M 'O ■ - MA2 NN R AP w 1 - a Ix m¢. - . EXISTING CONCRETE, O £ - wO HOLLOW BLOCK. OR' -WOOD FRAMING(SEEANCHOR - - O BI' I a o EXISTING CONCRETE, a WALL MOUNT SECTION .. I ` 03 CONNECTION TYPE HOLLOW BLOCK OR WOAD I ED EQ SCHEDULE BASED ON TYPE OF REFERENCE ANCHOR. 45 5 FRAMING (SEE ANCHOR - STRUCTURE) - J - /0 /2005 I '. i r SCHEDULE FOR MAX. - SCHEDULE BASED ON TYPE OF - - - O'SCAL'E : 3" rp EQ EQ: 'SPACING _ STRUCTURE) (THIS DETAIL MAY BE USED AT TOP ANDBOTTOM) i t O CEILING/FLOOR MOUNT SECTION CEILING/FLOOR-MOUNT SECTION WALL MOUNT SECTION ©® SCALE :3" = 1'- - .O I`..�,� AT MOR 1 _ 0" . - SCALE : 3" = 7'-0" .. O SCALE : 3" �� 1 05=329 l) .. s yr ' THREE 1/4`0x MIN L' .. .-. - - LONG WOOD LAG. SCREWS ,.A CONNECTION TYPE _. n w .USE 1/P WOOD LAG SCREW OR TWO 1/4"o .MIN. 4- LONG 24_ 0. MAX. WITH 1-3/L`- - - g �1`,y 1/L" ELCO - MALE/FEMALE At TAINLESSSTEELEMBEDMENT INTO WOOD -, O."I "i - PANELMATE REFERENCE ANCHOR -WOOD LAG SCREWSMEMBER 1/ -1 -1/2 -—+'WOOD ROOF TRUSS - m I SCHEDULE FOR MAX. -24 D.C. MAX. WITH FRAMING MEMBER F .SPACING - 1-3/4MIN. EMBEDMENT V < EMBEDMENT Q. EQ-� I� I SHALL BE PERPENDICULAR INTO EXISTING / TO THEPANEL FACE - STUDS ' Y - - WOIODIFRAMIN I1 !. XIS TING STUCCO. x' x L z 1/8- I CONT. 3' z OP, l`..x WOOD SON I ALUM. h F FINISH OR PLYWOOD FRAMING REQUIRED -m ��E \1 0` I 1/2' PLYWOOD F SI 1 SOFFIT -TUT USE x 3/L` '- o 1•- .j �r,-[ tl r r -1/L" t/L" 1 _ _/ TEK SCREW 1. 2`.x 5 1/8" I :� _1 _ . MAX. EXISTING _ MAX. - /f`I•Ja Col 9` O.C. o '�pp _= GLA'ING - = .. C' ��1/L-MAX. x CONT ALUM. 1 3 H ftcLx 3/L w.\ o ,: ANGLE OR.- 1 F aZ In 1/L x CONT- K SCREW t' JI^ t, ALUM. FLAT BETWEEN' mWry EE MIN STORM wlw W 'RU55 S L'7� - JnI'� CLASS TABE�7 GIQ QI^ O ^3 pl x zf EE MIN: STORM -DC Z�'-w+ Zr �t1 'S £; .PANEL SEP. FRO < = r ; _ GLASS TABLE Z. J i� O � - .J � of w. E.MB EDMENSTING r GLAZING IJ EMBEDMEN' ;ry N'D 1_ -"Im EXIST J J w .may /1 STING - I fA 2t Eo Cl CONW-.TION TYPE - 1 - i••� _ t ___ _,`/! S EIC SEE MIN f REFER -NCE ANCHOR �I to Tw0.1/L^mx MIN. L' LONG __ t - STORM PANEL - S `J EQ W SCHEDULE FOR MAX ll _ _ IN e. SPACING '\UI �' IN STAINLESS STEEL y,- SEPARATION. ala IWZ 0 ;z WOOD LAG SCREWS / I� FROM GLASS' �.J� _ I'^ - INQ (a 24` GLA— O.C. MAX WITH R/. =1 _—{t/L` TABLE2 EXISTING CONCRETE 8 r ^ =Wn 3/L`.MIN MBEDM N IZ MAX. �1 i I - �t I! HOLLOW BLOCK OR i IN CENTER -0F STUDS \ �C h �_ I_ c J I= -/ `t/L-'mx MIN. '2 t/2"' LONG - O WOOD FRAMING. .�.,'� �� �.� S7AINLESS STEEL -- - _ �Et/L" MAX. XIS. ING 2 x 6` P.T- CONT. F ` WOOD LAG SCREW Cot 12" O.C. \� . 0 W/ 3/4-EMBEOMEN- \ C5 CONNECTIDN TYPE n - GLf.55—� WOOD BLOCKING INT O WOOD BLOCKING -\\C' 1 �1- REFERENCE ANCHOR FAH aK^ - i SCHEDULE FOR MAX. O CEILING MOUNT BUILD OUT SECTION 1a - SPACING �.. MAX. `� O CEILINGBUILD-OUT M.OUN.T SPVTION O BUILD-OUi/F_OOR MDUNi.SECTiDN IO z SII SCALE. 3" • 1' - 0" a. 1 S ALE _ p.. ' - 0- 1/4-20 MACHINE: SCREW y FRAMING MEMBER !AND NUT Col 12` 0 [ MAX. - BY 07HER5 a _ _ 5- LONG HANDLE -RIVETED TO PANEL 1/8" .MAX. -.. `• I . CONTINUOUS \ "1 CONECTIDN TYPE 1a HOR /1,- L 20 S,S, BOLT SIDE CLOSURE DETAIL ALLOY 6 ALUM. 1 1a SCMEDUEFEREILEEFORCMAX. I IVr 3/e m HO OAS z o BBOL 7L WINGNU7 - O ALLOY ANGLE MAX. SPACING - S: ALE: 3 ` = 1'- iT->f FASTENING 2L" O,C(TYP•) 0., _ TCC In PUNCH 7/2` x 1` HOLES IN - r\I—_ o - - ADJACENT PANELS TO RECEIVE - THIS BOLT W/ I NUT. PLACE _ _ - b PANEL OVER EACH ADJACENT }- ___ ____ PAN EL'AND FASTEN WINGNUTS �FMBEp\.'� `( !t , • FROM THE INSIDE \\, \ I I I�� �'• o \ a EXISTING WINDOW - �YP. EXISTING Y SAY WINDOW I. -OLEO K _• . 90' TO 135 MAX. BEND. - - .�- 1/L-20 S.S. BOLT -� o 1 WINGNU7 OR i 4 E AWC pESIGN LOAD T7-Ot PST.) t/L-20 SS STUDS MA)L PANE HBGW,-T S W/ WINGNUT 9 lb � 12^ D.C. (TYP.) / c O INTERIOR FASTEENINGANGLASSEM13 N rf 2C S -S. BOLT - I 1-; MIN. OVERL aP'" - SCALE:.1-1/2' : -r-0` - W $ 'I L BOLT i.WINGNU CID CLOSURE (TYP,) 1/L_20.x Y MACHINE - 2L' D.C. CTYP- SCREW STUD WITH I y;' 1 1a 4- W.ASHEREO WINGNUT - 20 GAGE -STEEL MAX. 12` O.C. (CONNECTS BENT PLATE I- OVERLAP - TO 4DJACENT. PANEL) - THESE DETAILS DEPICT THE d DR 2 -x 2 x 1/8" .036`BA.RE METAL THICKNESS -- - CONNECTION OF THE LAST PANEL - STEEL CONFORMING TO ASTM A 653, FOR AN OPENING WITH PANELS ` 6063 -T6 -ALUM _ WALL. MOUNTED 2 I d ENT PLATE GRADE 33 (SO). -G 60 GALVANIZED Q - 'L ` - COATING- OR .063- 3004.-H31. _ S" x 2"x 1/8" x CONT, 2-1/2- x ILIAL'- -.'INSTALLED FROM INSIDE. USE ALUMINUM ALLOY BENT PLATE. - STUDDED ANGLE WIDE NOTCHES COF THESE NJUNCTION DETAILS ANALL BE iN:. j g QS/DS/ZOOS , - (SEE SECTION T) : (EYP. BOTH SIDES) - MEANER OR `U HEADER TOP +� TYPICAL CORNER CLOSURE DETAILS - (PLAN) - - _ MDU AS NOIFD MOI � O O 07jNAL INTERIOR FASTENING DETAIL (ISOMETRIC) Y � �_ SALE: 1-1/2` . 1'-0" � N.I.S. 'IL sneet3 at 6 Z. ­-� 6 v) X W ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE NS Up TO (W) PANS UP TO PANS UP TO SPANS AS UP 70 SPAN UP TO SPANS TO NS f �TC S: 6' _O*4 MAX. SEE NOTE 1) NOTE I) 'T r -T TYPE CC (SEE CONNECTION TYPE CDNNEvrtoNrYpE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (,SEE, NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 3) (SEE NOTE (SEE NOTE 3) 1) C1 I C2 I C3 i CLI CS Cl I C2 I C31[4. I Is C1 I C2 I c3 I CLI Is ClIC21C31C41CS C1JC2IC3 CLf CS CIIC2IC3iCL!cS -11 W TAPION W1 MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 31.2 1811'71101IBrAI61 11 1 7`1 0 V1 121 9 1 5 1 7 Y f 17 1 1- 1 8 110. iL 111 6 8 ✓ L 4.2 16 112.1 -7 lJ9 VA 11 1 a 1 5 6 1 916 41 5'. is 11,4 j 8 Io V 1 -7 12 9 6 1-7.2 15! -Il 1 '7 lie V/ i0i .7 1. 5 E 6 13 i, 8 9" i I � ANCHOR SCHEDULE FASTENER mAmmum SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ­-� 6 v) X W ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE NS Up TO (W) PANS UP TO PANS UP TO SPANS AS UP 70 SPAN UP TO SPANS TO NS f �TC S: 6' _O*4 MAX. SEE NOTE 1) NOTE I) 'T r -T TYPE CC (SEE CONNECTION TYPE CDNNEvrtoNrYpE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (,SEE, NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 3) (SEE NOTE (SEE NOTE 3) 1) C1 I C2 I C3 i CLI CS Cl I C2 I C31[4. I Is C1 I C2 I c3 I CLI Is ClIC21C31C41CS C1JC2IC3 CLf CS CIIC2IC3iCL!cS -11 W TAPION W1 MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 31.2 1811'71101IBrAI61 11 1 7`1 0 V1 121 9 1 5 1 7 Y 10 110 112 jIS J,// 17 1 1- 1 8 110. iL 111 6 8 ✓ L 4.2 16 112.1 -7 lJ9 VA 11 1 a 1 5 6 1 916 41 5'. is 11,4 j 8 Io V 1 -7 12 9 6 1-7.2 15! -Il 1 '7 lie V/ i0i .7 1. 5 E 6 13 i, 8 9" i I � �7 7 1. 5 52.0 14- 110' 6 1 1 Z. 5 1 6 7 5 15 112 1 -7 101 8 5 - - L 8 6 1 L 5 93.6 '7 .5 3 1 1. 8 1 6 1 IL 15 a 1 6 4. v b 1 a 6 1 4. 1 s 1/4.-Q,ITW TAPCON W1 2- MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRE M 31.2 le Ile 118 1 is i is i is 113 115 V� Is 115 111 112 K/, 18110110 Is V 18 IS! 16'18✓ 181 t8'^2 IL,11 -4.2 18 118 '14 116 V1 18 13 1 9 1 11 KI, 181101 Is! I, 7 1 8 IS I IS 116'�18, 16 111113 10 � 13j 9 j 10 I I L7.2 is i is 113! 15 V, IS 1421 9 1107/- 18-1101 -7 1 8 is I wl is i 17, IfIilslloi12 is 112 1 8 1 9 1 9 V1 lei I 52.0, 18 117 112 13 181 14 1-8 6 1 -7✓ IS Is 14. 19 16 V, IS 113! 9 1 11 �81 I �':7 9 93.6 IS! 9 1 6 1 18 9 1. 6 -7 18 11 -7 9 181111 -7 ;-9 I 181 9 1 6 1 ji I I IS 1 11 -7 9 ELIO T APCON W/ MIN. EMBEDMENT (MIN. 3,350 P�S.I. CONC:R--M 31.2 18 OP 118 18 IS 18 1- j 17 V1. 18117112'13 18 118 is is KI:is lsilells� 18 10 15 171✓ L,4.2 is is 1 is is - is !is 1 oi e -ji 2 1, s 1 9 18116118 is 18 is i 13 � is I , a 1 is I lo 12 47.2 is 18 it. 116 1811 -Li 9 !111 r/, lalill 1 9 is i is 18 T-18,7 18178172 !14 is 114, 9 1 11 52.0 18 118 I13 is is 113 a 10 1//, 1-) 10 7 - a le;lsi`16 18 16111 ;13 is 1 13 9 :10 93:.6. 11 1 10 1 7 8 1-7 10 7 8 j// 11.7 110 7 6 78 113 1 9 -18 113 1 9 '10 18 113 9 10. LLJ z 1/4-0 ELIO MALE/FEMALE -PANELMATE- L 1/4-20 MACHINE SCREW FOR FEis MALE AND 1/4 - (MIN. 3.352FLEX0 WWN FOR MALE OR52.D CRETE DW/ MALE EMBED P.S.L CONCRETE) 31-2 IS 181.181118 18'118Id- 116 V11 18! 16 i 113 r/, 18 1..18 118 118 X1 181.1,181'18118 V1, 18 118! 1- 116 V1 18: 15 11-7 18 I� 10 i 11 r/, IS; 11 1 i 9 4.2 18 �4 lellelialls, 16/78112 114 i// is 1 IL 110 j 11, 47.2 18 IS! 14 it. it 113 9 111 Io//, IS! 10 j 7 1 8 V1 IS [.18 117:1.18. 1-7112 1; 13 V, is � 1B 1 9 11 is 1 is 113 14 r/. 18 112 8 110 V/ 18001 7 1 8 ✓ 78 118 116 18 IS 15 1 11 112 1'/ - -18 IS .1121 9 110 1 / 9 3.6 is 110 1 7 1. a 10 -7 1 8 le, it �--7 a 18 9 110 18 i2i 9 ;io V/ -7 is 1121 9 1� 71 1/4--0 POWERS ZAMAC NAIL -IN W1 1-1/8" MIN, EMBEDMENT (MIN .3.000 P.S.I.CONCRETE) 31:2 IS 116 i 'I 13 18 11 1 7 19 ✓ 16 19 16 1 7 "IS! IS is 116 ✓ Is 1.7L 1 9 11 V1 18 1121 7 9 r/, IBI 111.819Y 'I'L 8 5 1 6 11 1 6 1 4 5 10 il I// 16i10i 618 V, 131 B 1 5 6✓ 4-7.2 78 1111 7 13 7 1 5 1 6 V1 1- 1 V, 111 6 1 / 151,9 6 1 V1 12 1 -7 1 5 6 52.0 181 0 121 6 i L 15-1/ 101 SA 3 1 4. Is 1131 8 1 13 8 5 6 V4 11 1 7 .1 4, 5 7, KI 10 V, 711 7 1 L 1 5 KI 711'7 L 1 S V, 11 1 7 1 4. S L' 5/16-0 ITW 1/ W/ 2-4- MIN. EMBEDMENT (MIN. 3.DDD PS.I. CONCRETE) 31.2 18118118118j Islialis-ju-v, ; is is 116 lolls ie u is is : is is 1 is in: is /1d 44.2, 18 is (18.118 18 is Is1.18 7is Iisis is V is is 118 IS 18 ie ie le Is I18117 'la -is 472 18Iloilo118V,Is is is I8 isIis I�11 Is ie184leis is!is 1 l 1�v is la1slieTAPCON lIle Ais 1l 0 18116118118 18113,116 118 78118 113115 laileis 1184'aISie119 I V1, is isI 1, 17 93.6 18 78 lolls is 18 10 114 I 17 78. IS 111 1,17 VI/ 18 [18 4 117 MIN. 1.25" EDGE DISTANCE MIN. 2" EDGE DISTANCE K j 1/-'-0 ALL -POINTS SOLID -SET ANCHOR W/ 7/0- EMBEDMENT L 1/,L=20 STAlkLESS.STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 31:278118113115 A IS 112 1 9 110�' , 161101 '7 1 8 jIA 18 116 118 118 K11 18 118 115 1.18 V4 18 118'12 i 14 KI �4.2 18 1121 SI 10 rZ) IS I e 1 6,1 -7 VA.161 -7 1 S 5 V) 10 118 116 110 18 11-7 111 113 A ' J181123 - 9, 1 it) _.,'I I A 1.2 IS 1 12 1 1 10 151,6 1 4 1 5 rA is I is I is 1:18 Vd is 116 110 1,12: r4lel e i 6 0 SITl a, 52.0 lei ll�j . 9. V11 17 1 7 1'S'1 1 �4181 -FS 111 7 1 9 9 9�, ". I . , IS r/qI& 1 6 1 1. 1 5 V 3.6 141 6 1 4 All. 6,1 5 VIA 1111 7 19 1 is. 1 11 17 1 9 V,4 is I 71.1 7 I . VA ­-� To Nj IO U, SEE PAGE 5 OF 5 FOR COMPLETE ANCHOR NOTES,' L of 7 o' 7 ­-� - - Nj IO U, SEE PAGE 5 OF 5 FOR COMPLETE ANCHOR NOTES,' L 7 SEE PAGE 5 OF 5 FOR COMPLETE ANCHOR NOTES,' 7 °.ANOHORNOTES: - k 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. �. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLES 7 AND 3. $� U 2.. ENTER ANCHOR SCHEDULE BASED ON THE EXST ING ST RUCTURE MATERIAL. 1 -ANCHOR TYPE AND EDGE DIST ANC SELECT 0 -SIGN LOAD GREATER THAN OR QUAL TO NEGATIVE DESIGN LOAD ON LJ ONAND SELECT SPAN GREATER 1.. THAN OR EQUAL TO: SHUTTER SPAN.. - }} EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING:- .REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE'OF X15TING'ST RUCTURE AND APPROPRIATE CONNECTION TYPE. SEE' MOUNTING SECTION. DE7 AILS FOR IDENTIFICATIONOFCONNECTION TYPE s .I' L. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUF 4CTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT.AND EDGE_.DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WDEQUA A WOOD G MEMBERS FIELD VERIFY THAT FASTENERS ARE Y WOO ADEQUATE W000 FR AMiNG ¢ MEMBERS, NOT PLYWOOD. FASTENING TO PL . WOOD IS ACCEPTABLE ONLY. FOR .SIDE CLOSURE PIECES. ' 7: WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER u SHALL BE LOCATED IN CENTER OF NOMINAL 2`. L" (MIK) WOOD STUD 3/4 q yE EDGE DISTANCE IS. ACCEPTABLE FOR WOOD FRAMING, WOOD STUD SHALL BE " ;SOUTHERN RINE- G.0:5 OR GREATER DENSITY LAG SCREWS SHALL HAVE HILLIPS PAN HEAD OR HEX HEAD. - B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OFITHREADS IN .BASE ANCHDR ANDMAY HAVE. EITHER A PAN HEAD,''TRUSS MEAD, OR WAFER i HEAD (SIDEWALK BOLT), U.O.N. - x acj DESIGNATES ANCHOR ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE. USES. i 10• ``DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE o SCREW NUT OR.WASHERED. WINGNUT': - - 9 f It -FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE) SITE :SPECIFIC. FASTENER ANALYSIS SMALL BE PREPARED BY. KNEZE VICH. S a� ASSOCIATES,INC. " I2. -SEE THE APPROPRIATE SBCCI PST L EST OR NES EVALUATION -REPORT ON THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS i IDENTIFICATION PURPOSES: A _ 13. FASTENER MAXIMUM SPACING ARE,BASED DN FACTOR OF SAFETY DF 4:1 ON TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/L"m "WOOD LAG SCREW AND THE 7/16`0 WOOD BUSHING WHICH AR£ -BASED ON v t REQUIREMENTS AND SBCCI TESTING REQUIREMENTS RESPECTIVELY. TABLES .1,S 3 NOTE: - ENTER TABLE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN [Lmax.LPOSIT IVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE TABLE 1 Z - - - - STORM PANEL MAXIMUM SPAN SCHEDULE 0.0285" THICKNESS (MIN.) 1 0.0232- THICKNESS (MIN.) NEGATIVE" DESIGN LOAD W . (P.S.F.) NEGATIVE I Lmax - `DESIGN 1 (FT - IM - - LOAD W Lmax - (F7 - IN) 1 6 - 0 - 52.0 7 - 6 6 6 -C 9=:6 i 6"- 0 11.6 11 - 0 3L.7 - ANCHOR SCHEDULE r C -TRACK - -FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS c 1C - 0 STUD .ANGLE OR 6a) LOAD MIN: 3/4' EDGE DISTANCE -F-TRACK W/ SIDE' - (W) .SPANS UP TO SPANS UP TO SPANS UP -TC p _ CLOSURE C_ PIECES P.S.F. 6.-0"' - 8.-10" -- U) ANCHOR TYPE MAX. (SEE NOTE 1) . '(SEE NOTE 1) (SEE N07E 1) - 52 - (SEE CONNECTION TYPE' CONNECTION TYPE CONNECTION TYPE 30 - 57 X RECESSED-, NOTE .(SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) - LL' - 1) C11C21 C31 CL!CS C71C21C3jCLICS C11C21C31CLiC5 -TRACK (6a1 ' 312 12172112.172✓ 2j:2;12;12✓12/, 12117 `i 72✓ - ti.- X. -Tfl _ 2- x 2' W000 V/ -LL:2- '12 112 112 112. 12 j 12 j.10 j 11 1? 1.10 j 8 8 3.,.. 1/4-0 LAG 1-27/32- MIN. THREAD L') i - 12 I .2 72 i2 12 1 11 9 10 i 9 j -7 7--81,//, -✓ - 36 30 35 PENETRATION SHEAR PARALLEL OR PERP. 52.0 12 112 112 1 :2 12! 10' 1 8 �1 9 - 12 1 6 I -7 7 " ANGLE TO WOOD GRAIN 93.6 ;i! 8 1 7 7 12 E 7 7 - 12 0 1 71= 7✓ - F -ANGLE 31.2 12 112 1 12 1 12,✓ 12112111!12✓ 121 121 9 101 L4,2 12 1 12 11 12 12 112 8 972 99 i 6 7 1/L-0 ELCO MALE/ TRACK S7 p FEMALE-PANELHATPW/, 1-7 /C' MIH. PENETRATION L7.2 121 :211 % i2 V. 12 11 7 6 12 1 9 1 6 7 62 - C TRACK L 1/L -2C MACHINE. SCREW FOR FEMALE l/ 52.0 12 2 ! 10 11 i2 10 : I '8 ✓ E 5 6 AND1/ -2t W WN FOR MAL 93.6 112 8 15 1 6 12 1 B i 5 1 6 12 8 5 6- 6L 31.2 12 12 ✓ y ✓�� 12 .110 35 '90 ✓ L4.2 12- 121 ✓ 10 0,/r F -TRACK -57 4.9 90 31 76 - C -TRACK -47.2 .2 ✓� tT.y 9 F) :7/16''• WOOD.BlTRATI W/ 5/Q' MRL PENETRATION .52.0 i2 10-✓/ 8 " G I i 1-2C SIDEWALK BOLT 43.6 8. 8 I °.ANOHORNOTES: - k 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. �. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLES 7 AND 3. $� U 2.. ENTER ANCHOR SCHEDULE BASED ON THE EXST ING ST RUCTURE MATERIAL. 1 -ANCHOR TYPE AND EDGE DIST ANC SELECT 0 -SIGN LOAD GREATER THAN OR QUAL TO NEGATIVE DESIGN LOAD ON LJ ONAND SELECT SPAN GREATER 1.. THAN OR EQUAL TO: SHUTTER SPAN.. - }} EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING:- .REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE'OF X15TING'ST RUCTURE AND APPROPRIATE CONNECTION TYPE. SEE' MOUNTING SECTION. DE7 AILS FOR IDENTIFICATIONOFCONNECTION TYPE s .I' L. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUF 4CTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT.AND EDGE_.DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WDEQUA A WOOD G MEMBERS FIELD VERIFY THAT FASTENERS ARE Y WOO ADEQUATE W000 FR AMiNG ¢ MEMBERS, NOT PLYWOOD. FASTENING TO PL . WOOD IS ACCEPTABLE ONLY. FOR .SIDE CLOSURE PIECES. ' 7: WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER u SHALL BE LOCATED IN CENTER OF NOMINAL 2`. L" (MIK) WOOD STUD 3/4 q yE EDGE DISTANCE IS. ACCEPTABLE FOR WOOD FRAMING, WOOD STUD SHALL BE " ;SOUTHERN RINE- G.0:5 OR GREATER DENSITY LAG SCREWS SHALL HAVE HILLIPS PAN HEAD OR HEX HEAD. - B. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OFITHREADS IN .BASE ANCHDR ANDMAY HAVE. EITHER A PAN HEAD,''TRUSS MEAD, OR WAFER i HEAD (SIDEWALK BOLT), U.O.N. - x acj DESIGNATES ANCHOR ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE. USES. i 10• ``DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE o SCREW NUT OR.WASHERED. WINGNUT': - - 9 f It -FOR LOADS GREATER THAN THOSE SPECIFIED (ANCHOR SCHEDULE) SITE :SPECIFIC. FASTENER ANALYSIS SMALL BE PREPARED BY. KNEZE VICH. S a� ASSOCIATES,INC. " I2. -SEE THE APPROPRIATE SBCCI PST L EST OR NES EVALUATION -REPORT ON THE SPECIFIC FASTENER FOR SPECIAL INSPECTION REQUIREMENTS WHEN REQUIRED AS WELL AS FOR INSTALLATION, LIMITATIONS i IDENTIFICATION PURPOSES: A _ 13. FASTENER MAXIMUM SPACING ARE,BASED DN FACTOR OF SAFETY DF 4:1 ON TENSION AND SHEAR VALUES WITH THE EXCEPTION OF THE 1/L"m "WOOD LAG SCREW AND THE 7/16`0 WOOD BUSHING WHICH AR£ -BASED ON v t REQUIREMENTS AND SBCCI TESTING REQUIREMENTS RESPECTIVELY. TABLES .1,S 3 NOTE: - ENTER TABLE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN [Lmax.LPOSIT IVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE TABLE 1 " TABLE3- STORM PANEL MAXIMUM SPAN SCHEDULE 0.0285" THICKNESS (MIN.) 1 0.0232- THICKNESS (MIN.) NEGATIVE" DESIGN LOAD W . (P.S.F.) NEGATIVE I Lmax - `DESIGN 1 (FT - IM - - LOAD W Lmax - (F7 - IN) 92.6 6,- 0 93.6. I 6 - 0 - 52.0 7 - 6 6 6 -C 9=:6 i 6"- 0 11.6 11 - 0 3L.7 - 1C - 0 TABLE 2 " TABLE3- MOUNTING BUILD OL17 STORM PANEL :MAXIMUM SPAN SCHEDULE - C .,285- 7HI:KNESS (MIN.' "C.C232` THICKNESS 'MIN.) NEGATIVE DESIGN-"Lmax LOAD - W 1 NEGATIVE DESIGN 'i I !FT"- IN) LOAD W Cmax (FT _ IN) X93.6 6 -C 9=:6 i 6"- 0 52.0 7_ 6 - 0" 7- 6 C -TRACK L3.B "- e _ 10 (6 OR 6a) 3'.2 1 1C - 0 TABLE 2 MINIMUM PANEL LENGTH SCHEDULE MOUNTING CONDITIONS MINIMUM'PANELLENG7H--(IN) DIRECT C -TRACK MOUNT OR T x 2` C -TRACK 'h`. OR -U - (6 OR 6a) 1-"-�,T-TDP RECESSED STUD .ANGLE OR 6a) HEADER -F-TRACK W/ SIDE' C-TRACK _(6 _ CLOSURE C_ PIECES DIRECT -- - MOUNT OR 52 34 ., 710 30 - 57 RECESSED-, -TRACK (6a1 ' - 2- x 2' STUD 36 30 35 30- 31 " ANGLE - F -ANGLE TRACK S7 3T 9031 62 - C TRACK (6 OR 6a). 6L 55 - .110 35 '90 - - F -TRACK -57 4.9 90 31 76 - C -TRACK 16 OR 6a) W/ "- SIDE 'CLOSURE . - - - - .. 52 PIECES LOAD ARE ACCEPTABLE. TABLE 2'NOTE -" -' THIS SHU `ITERSYSTEMIS DESIGNED SUCH ' THAT THERE IS NO SEPARATION FROM GLASS REQUIRED PROVIDED MINIMUM PANEL LENGTHS AS NOTED. PANEL LENGTHS LESS ` THAN THOSE NOTED IN TABLE ARE .NOT ACCEPTABLE. UNLESS SITE SPECIFIC POROSITY CALCULATIONS AREPERFORMED 'BY A PROFESSIONAL ENGINEER. ' til sneetb.'of 6- r Permit No. Parcel I D No. NOTICE OF TERMINATION OF NOTICE OF COMMENCEMENT ¢7 W 3 STATE OF FLORIDAC7 x n co m m M -_ COUNTY OF SEMINOLE C)C:p C) M z n aram� THE UNDERSIGNED hereby gives notice of termination of the Notice of Commencement recorded in c X �oZ �� r� „wmm Records Book Page the public records of Seminole County, Florida. ThIiSL#cb o n of Commencement is terminated as of the day of {- nm EO c C or thirty days after this Notice of Termination of Notice of Commencement is recorded, whichever is later. This N&iM ti # - z as 4D4p --I m - applies to: all of the real property described in paragraph 1 or that part of the real property described as follows: m m 91 ►– rU 1� \"' M �-' (w—1 I.g.I dw iplion ofp-p" -d s1—t .dd—s, if e. eihbk) All lienors have been paid in full, w W --n .� m The Owner, before recording this Notice of Termination of Notice of Commencement, served a copy on the Contractor49 and on each Lienor giving notice pursuant to Chapter 713, Florida Statutes. �' C-3 � C '= / 37 1. Description of property ft.J do¢riptio.. d ndd-, if...A.M.): - Svl>/Rf�r L,4 I Pg PaS 9&-/U/ o 2. General description of improvement 171 1$ - L. 3. Owner information: _ l a) Name and address: O 6 c a I Ne w I(a h 1, S'97 H/d/fPn ���i4� h / �itiT��:21) / J b) Interest in property: c) Name and address of fee simple title holder (if other than/ Owner): o. -I 4. Contractor (nwe and.ddn ): C)L� I ' / / L f- 5. Surety: a) Name and address: f•cR1=1EE`� b) Amount of bond: $ 6. Lender (—..a.daR..): � r J, ` c�Pil Cam" 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may sdO pEpE vT provided by section 713.13(1)(a)7., Florida Statues (n.m..od.ddre..): 8. In addition to himself, Owner designated (n.m.)of (.d&-) to receive a copy of the Lienvr's Notice as provided in section 713.13(1)(6), Florida Statues. 9. Expiration date of notice of commencement: Owner By: Print Name: Print Title: STATE OF FLORIDA COUNTY OFSEMINOLE AWO N TO subscribed before me this I y l� day of --Tory 2110E) . by cop c( C ` (n.m o), as �p (lilk) of .� 7� l t Vj'y S (i�.i+v r (owe of.oryorz0on), 8 ��6 ' (slaw) corporation, on behalf of the corporation. He/She [please check as applicable] /-K/ is personally known to me, or has produced/ / his/her, (.w.) driver's license, or / / his/her (OpeoridmbL..li..) as identification. P �H�H�NN..........Notary Seal EDITH.......................6 (sigomu D. LLANO el)t rH LLANJO p\\1141 r y. Comm# OD0514010 (Nntd N—) Expires 212/2010 NOTARY PUBLIC, STATE OF F l�ik t PA Bonded dvu (800)432.4254My Commission Expires: 20 ) Florida Notary Assn., Inc ...............unu....Yi ..