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RC-13-149 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-198408 Permit Number: RC-1-13-149 Inspection Date: September 04,2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final Owner: , Work Classification: Alteration Job Address:9500 N MIAMI Avenue Miami Shores, FL Phone Number Parcel Number 1131010330470 Project: <NONE> Contractor: JC GC INC Phone: (954)214-4488 Building Department Comments KITCHEN REMODEL AND REPLACE WINDOWS Infractio Passed Comments INSPECTOR COMMENTS True Inspector Comments Passed 6. Failed El Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January 03,2014 Page 1 of 1 rIVIIU .,3uatu►ug ' Page 1 ot.i F�onda.De�ttmmettt:' SM # LOO In i USW R slct.a W P►M Tq*s SWMM Su„�,a.ge !VAN&rests RftwUm !MC Starr I a=Sae Map I u," !S.O. 3u si les Product Approval Pr© essi al eaulation � t s PmOuct Amroval Menu>Pduc or ApPROo Sear-Ch>Aoo s > c J �Q FL# - FM769-R1 Application Type Affirmation f Code Version 2010 ,, Application Status Approved , Comments Archlved Product Manufacture• ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc@JekHNm.com ,•� r Authorized Signature 3anet Gerard fbc@jewwen.com Technical Representative Steve Saftl Address/PhmWEmall 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext2900 stevesa@Jeld-wen.cDm Quality Assurance Representative Address/Phone/Emall CategmY Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) AST M 030 2002 ASTM E331 2000 TAM2 19% Equivalence of Product Standard Certified By _-I air rn thaz t`iere are changes in Lhe ne,`e , builaina Cock 1 hick affect m}producb,$) nd my nroourt(s)are;n complianc'< With the reer,P*Ir..fa B-i;iiding Code. hnP://www.flori&bu"(ing.org/Pr/Pr aPP 4d•"Px?P� GEVXQwtDgSMMC4Dh9X... 12/18f2012 Florida Wdinj!Code Ognline� Page 2 of 3 Documentation from approved Evaluation or Validation Entity Y�L'5 No N/A FL12769 111 COC SA12769 signed and cert.pdf Product Approval Method Method 1 Option A Date Submitted V416 12011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 summary of Products FI. HKod el,Number or Name Descriloon 12769.1 Steel Wood Edge Glazed Door 12'-0"x 6'-8",Glazed,Steel,Wood Edge,Inswing Door S with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL12769 Ri C CAC N1009887-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2013 Design Pressure:+55/-55 Installiation Instructions Other.Product Can Be Installed In The X,OX/XO,OXO, FL12769 R1 II JW232008.PDF OXX/XXO,and OXXO Configurations Per Installation Verified By:National Accreditation&Management Instructions.Since product does not meet water Institute, infiltration requirement for HVHZ,it must be installed per Geated by Independent Third Party: overhead requirements as Identified in Sec.4410.2.3.2 Evaluation Reports of the Florida RBC. FL12769 R1 AE Rpt 756MD,Inswing Anchor EvaLodf Created by Independent Third Party:Yes 12769.2 Steel Wood Edge Glazed Door 12'-0"x V-8",Glazed,Steel,Woad Edge,Inswing Door System with and without Sidelites Limits of Use Certification Agency Certifkate Approved for use In HVHZ:Yes FL12769 Ill C CAC NI009887-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2013 Design Pressure:+66/-66 Installation Instructions Other.Product Can Be Installed In The X,OX/XO,OXO, FL12769 R1 II JW232008.PDF XX,OXX/)0(O,and OXXO Configurations Per Installation Verified By:National Accreditation&Management Instructions;and Must Be installed With Surface Bolts. Institute, Since product does not meet water Infiltration Created by Independent Third Party: requirement for HVHZ,it must be Installed per overhead Evaluation Reports requirements as Identified in Sec.4410.2.3.2 of the FL12769 RI AE Rot 756MD,Inswing Anchor Eval.Ddf Florida RBC. H Created by Independent Third Party:Yes 12769.3 Steel Wood Edge Glazed Door 12'-0"x W-8",Glazed,Steel,Wood Edge,Outswing Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R1 C CAC NI009887-RI.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Retsistant:No 03/31/2013 Design Pressure:+55/-55 Installation Instructions Other:Product Can Be Installed In The X,OX/XO,OXO, FL12769 R1 II JW252008.PDF OXX/)OCO,and OXXO Configurations Per Installation Verified By:National Accreditation&Management Instructions. Institute, Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rot 754MD.Outswing Anchor Eval.pdf Created by Independent Third Party:Yes 12769.4 5tee1 Woad Edge Glazed Door 12'-0"X V-8",Glazed,Steel,Wood Edge,Outswing Door with and without SIdelltes Limits of use Certification Agency Cortificate Approved for use In HVHZ:Yes FL12769 Rl C CAC NI009887-R1.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant No 03/31/2013 Design Pressure:+661-66 Installation Instructions Other.Product Can Be Installed In The X,OX/XO,OXO, FL12769 R1 II JW252008.PDF XX,OXX/XXO,and OXXO Configurations Per Installation Verified By: National Accreditation&Management Instructions;and Must Be Installed With Surface Bolts. Institute, Since product does not meet water infiltration Created by Independent Third Party: requirement for HVHZ,It must be Installed per overhead Evaluation Reports requirements as Identified in Sec.4410.2.3.2 of the FL12769 RS AE Rot 754MD Outswing Anchor Eval gdf Florida RBC. Created q Independent Third Party:Yes httn://www.floriclabu.Uc in.e.orWi)r/pr app dtl.aspx?param=wGEVXQWMgSMFBCODh9X... 12/18/2012 Florida Wdmg Code(Vine ti Page 3 of 3 cmrrad us::�agglvorrh roe sues(rain• Ft 32399»e:aso-aar-xaza The State of HorWa to an AA(EED empl%w.SAOVriW t zoo7-2010 state of Honda.:: Under Florida law,email addresses are public records.If you do na wamt your e-mail address released in resmm to a public-records remiest,do not send eiedronic mail to ttd5 entity.Irk,contact the office by ptione or by trawl mall.If you(rave any questions,please comad 850.487.1395. *Pursuant:to Section 455.275{1).FWrWa 528Urte5,effective sober L 2012,lid licensed under Chapter 455,F.S.must provide the Department with an emall address if they have one.The emaas provided may be used for amcial cammumicallm urith the Ocensee.However emao addresses are public record.If you do and wish to supply a personal address,pled provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,FS.,please trick hIM. Product Approved Aooapts i s-urit"L riuG s httnJ/www.flori&buildim.orLJvr/vr my dtl.awx?r)aram=wGEVXOwtDctsmFBcODh9X... 12/18/2012 ,le, I I��'.�9YS�TV� d=sita i• t.:...•�.'�i•�s�,t��+:. t,:'t��•�1::L! � I'ODa HD 12.ae8 B FNSW�IO 4 r- i=G-F%APT rev. NCTL-110-ji2s _( O3 tMN6t761 NOToIC -- 1.THE PRODUCT saN�Nuei t0 couPLr WITH TEST DATE J m'p o THE CURREW ALO M BUBIm OIaE(mm) aam ON THE U}. w) ISM AND t MID INCU=0 WHZ AND HAS SEW L' E�iMeLUATED IN A NU WITH TAB 202-84 AND ASTM E33O '�—$��qq0p4 2.'PX mall BUCKS 13Y OTHERS,MUST BE ANCHORED 0+ PROPERLY TO 74NM LOMB TO THE SIRUCTURL 148 1/2-MA%QVE?AIJ.FRAM&W1DTN AS SHcNm 3.PRODUCT AN 1�8NALL 8E IS t16. TIO� ZATERiAL SFIALL BE 8flP1D ORE391NG OR 3 I1 4'MAX 74'MAIL TI 1/4"MAX M WID1H DOuw FRAME WIDM FRAME W= � 4.DESXiNUTO Pfie89URE PATlNG SEE TABLE G PAQE 1. 3S 3/4"MAX. 72 1`4"MAX. 39 J//4'MAX -O M 8 MAPPRa4Ea aIPACT AE IANQE SN1UTIM ARE L- PANS.WIDTH DOUBLE Pme.WIDTH PANI'L WID1F1 & SCALE BABA ON 11in 6Hm 81211 aCatl28 LEAP MNSTRUCTION: 121 1/8' 21 1 �1 1/83 21 1/8\ i ITwrSE�B ARE GLUED To THE CORE AND rD wwm ENE THE CORE MSISTS OF 1-1.28 POUND oETlsnrt F is Ei1CN DDpO�R�P/J1FLL IS CONS)rR11CTEBD I 10 1 "7t1 28 SRIBTEFAhIDTi w A, a OALYANIZEO�A1B Math PT 5TF81 U>Dt BLOCK O I'ma X 3 1/B X i2'. m •` � OF WOOM'THEE L� WA F EmRm A L ` W1IN 1L Y MADDING AND A SNAP FIT THRESHOLD O IN A N OP CORNERS COMPOSaE MA W CIADOE�tO. TOP USjNT31 took 7 is 2I2 I= TAPEtFS�PEFR �- G8l-8MK ro4u FABIR/ G 1 E FIO 7/16' 2''LD�KaG &TAPLPS MULL POST JAMB MULL PEWg}C�ORpNEA THE VERRCAL TI NB ARE Ea THROUGH A{ ATT�,41 E ,ER 00;1 �8E1.AND r (OPTION 1) (OPTION 2) IS RECENE THE BOTTOM ASTRAWL 11 a °ss PuTEfAFMW u17XUwrr exXo QUAD 714 x 22 LONG��M STILE�iID s'AM 30'� (fNSWING NON—IMPACT}' JOIEE CH DO PASIERM MKILgH THE JAMOS, ALL MULLION NO ALL VIEWS FROM INTERIOR THE PANklSNNW&TW�ARE SUIZO 2- MULL POSTS O DOUBLE BACK JAM83 ARE IN1ERCt W-MILE. 5 OPTIONAL CROSS SECnON8 B m CRS 4ESIGN PRESSURE RAl R1a 3- APPLICATIONS FAOCFEH OF DP88 4R LESS WHERE WATER MOON REIZMEMW!S NEt?I WrTHDUi BOLTS SURFACE BOLTS taro 1 CB 09 POSMVE #88 tB8 Fm¢sr3 8•�1�-0" s�SB �k88 aeo ate WOO •� aaF ert S. FREY suim#W JW232008 � a iDKW ° _ N0.:_ 112'MAX �3�/OV��FN//ALL RR+W6 VAO,3t�U yy�� ,�/ t/4'111 1/4'wx vmtq.L mme wim 112'max OMPLA J.►)FA7PME WE= �� FFIPAAtAa4 fiNt$4W9D N FlW16 WX7O/ FRN�R W&H DOIIEX�4FTlMMIE W1O ri tMIIM PRIA WIGM FRAY/E4*4m •• 4WdAH PAt41441D1l1 pµ 4y }N L -35 3/4 71 H 72 1 6' 1YIOTN —,. p 3441 i 3 PINHfL4 pgNtEL4N101ft Q�QI gx jr IIINNH �O� d 1 tliXi_t/9' 1 1 t r21.1/B' 21 1 1 \ 1 1 ap 21 N1/AXB� OMy Ola}I i1O1�11 O 0{ On OWXII'H WON Z W WON r r d ,,r r ti r r r z I et lu" LEN PT w & o r ,0 >ti/ � r \r F10� � r �r � AM 1SS—note-3 40 �� ANA,1.nnsr(atma4 1) WjU mw"w nosy tarmoN 1) ,uw¢►1w,L ON 2) (OPMN 2) gal TRI UNIT AQX QR.= V" UNIT OXX OR XXO TRI UNIT OXtl y y^ SPECIMEN COMPLIES N 74•WYW MWALL W=N 37 1/2'wx TEST 1� -1-1 1 �yy^T ---72 1/4'wx PANEL Wolm—� 74 3/4'taAX.OVE8U FRAME WIDM-{J O4ERNJ.FMK YAOM ��f 1 1 t`�-�•'� DETAILS. AILS I � Pw�4WID i jr PNXI WC_tl Prw�i v�dt jI I-- i--- 1 r. ANY DEVIATIC)N :a NOTED L- ow t Y21.1/a• 211 I ,� 1 REPORT NO. NCTL-1117- r r IH TEST DATE 3 ►y r r ° t— ALL NEWS FROM IN MO3� 2- MULL POSTS & DOUBLE BACK JAMBS ARE I I • • - �)o�. (SEE OPnOrw. CROSS sEenp �, '— OPS5 OR�I.E�NOT�tEpuIRED FOR APPUCAnONS NOV L ecmtg � L L sm"am 3 ate: 1 809 Xovt�3 6'�1 -0' Pa am xn W13D Y MJAL UNIT xx DUAL UNT OX OR xo SINGLE UNR x ICU JW232008 A*nWMIDNO Cask"Nu IV ICC :;I-' �. pm tom•MAK 01IE1t/i1.t!la1M ea t/2'WIG GARHML mm °VFA�I/1•VAM to Mugu wmm WIG7N F 74'VM 37 t 72 9))4 um fJ'piA!!g FRMW W M td 1 ? Fq I D01t8tE PARE7.1t101N 14'EIAX td'MAX t W Dl}t 33 3/4•MAX J a PANG.Wm PANEL WW N COMA PANEL WMI M IPi 3/d Mato NtF7 m to Z p r / r z JE IV 10 1k. 10 k / aaM�A°x ' NME 3 86BNOtBO �! Wpm m. RBNAUL TES T SI�'ECtI+.'EiDif,� Oar ylalFr exYO TRI UNIT OXX OR XXO II VIT�-1 r fiNY DEVIATION o+�iuL�wmM REPORT t:s t 1 rv0. NCTPon am PANEt4W 37 Irr TEST DATE _.___.T NOTE: to 8�8• 1— +4U-ME" FROM INTERIOR, 2— MULL POSTS & DOUBLE BACK /EtJ.o.r JAMBS ARE INTERCHANMBLE (5EE OF'iiONAL CROSS SECT{ON$ 3— $tJRFACE BOLT 40T R£QUtRCo fOR / r r APPLICATIONS OF OP55 OR LESS 0 r 1 B 09 IicJiE,3 8'mI'—O• am ett WeD —ph S. FRET DUALsNW OX OR XD SIN ME va-C UNR X t>wow trat JW232005 mmat�tp • .wiE�:At�00 43 � tared 1do RA4IBwU ' .•�... _. a .�.. Q i!- ► lf�f I'�►� .�37fPa'�T" I"7Fr:{a"�1�I�T='� ,. 7PA ��-=•►1 •1`!� �1 1 ��il��f�iTT1 L3i�'-`�''"T�T^4i�f�a 1►t. __ ''�•.'� �� ....: [I7r7+i7 ++� `_"'� `�J�-=_ ~'~ -- fi�lf:�'i1:I�Pr","T'TT��I- • a I�Pf!P�-iC1?IR'L Q -j it � ��I '� i y f �j a . S3c+illf�;,' �71LZ1r,��C.1►'�l�`*ri�r u�"I�!t„n?t��[� .T!� �' + • � W [LIrlCS'+��i"''-inr,�,7r-�i'�� a� -t3r ��E=a?� - mifr=�m�fr : f r- 1 -r►,� �w� t-XTrj1 _ fC 11371� � [L1P L —ElYi(FI Rf�"I ,rnYP1:�J��Si� KI�IT�1T1iT-i-in��i"f►z it lt�il[ {iAII!7:1a5 ��5:� !� vallafrPT `�' I►.J' ' i.:� Call 7�i:�uizmi- nyf�� -l }Zip/ fit r j � �j f:��'SiT ,a�fY",Y�':,�Y i lt�',•_Y7�T7T:rl;'131►? n JI 4 Farr V■PT f•ITI li i rl ��.�'Y %i.ILLaII_I`1fI+ 11 i rii► �? [!7[�Pl�,��-,r"�'..[e)[�?.l.�u.�1�'�'�-`'1;C►'�Z�t"C:,ti�b�1��?� l'1 tai :�:�1 NS f ti. 7 1.� fI fjf: �l' a->• �' �I_ _.^t. f. owl NO wil MINE PRO 2Z4 ;!, BWNQWWJWV 2 5/8" MIN ° 2 S 8" MIN ��— 2 5 8" MIN k9 2 5/8" MIN. a a� 28 ^� � 9 yg� O ze " UI`! r•J }+: .+ �`. �, '• "�,• SEE DETAL A 1 1/2' . . 1 •t ,. .• y n',.••;s•, s.t:_ a. SHEET 10 ....� WN IrMe. 0 i • . O .1...... f29 ( �� 2sB �s s .�'�..._ 2 "� 2 a 3 Q 2 0�m • 'i�' 18 ° SEE DETAIL A "f..1 SHEEt 10 1j SEE DETAIL A :h 3? ::' q 1 B a �•�' M a SHEET 10 10 +°•n: 31 INTERIO 1 4" MAX. 30 31 21 C� 21 ` SHIM to W ��+ 1� IG LL, ::. o « G Q CROSS SECTION l c ., c Q C 5 WOOD FRAME INSTALLATION N 1I t e-- Ci' ate. Gj 1 - �� MiN.I EMS, a -- j d G Q W E se o , (1 U 22 to 22 ',U 21 d,. s o CL o Ni ire °fit m 30 f.. 30 ?.4 t "ll':�,t•0 •{•s LU 17 the 17 J.yN` , .w••: ..y.«.L. SHIM 11 11 12 12 ITAI_ CROSS SE=N 5 MASONRY INSTALLATION +--^- a m 1 808 2 5/8" MIN. I ~ j 2 5/8" MIN. t � .F0 --2 5/8" MIN ----{ �� 2 S/8" MIN 36 �' S. — �VF'RTICAII ,R_pSS SECT10N. OOdR_IYP. �Yf At %QSS�, An SIO — i TYp 'IW`32W8 5 MASONRY INSTALLATION S MASONRY INSTALLATION tit �' 1 1/4" 4" MIN, MIN. EMS. SHIM EXTMIQS -�---- SEE WAL A EVE6L4S (OFT t) �8 ap SHEET 10 a 2 10 ,3 ti � 19 3 3 19 1S 21 1 $ 1 ] 19 3 mid � "`"� d ';'ii'':f�F,±'��' I.° y,rad.,•4:,, '�Z��ti `,� '••'•• * ;1.,:;,l,.l �, N rp Z N N N /C 1---- 3B SEE NOTE 2 8 � T)q c~ A. /IES vt 1L IQ6 SEE NOIT 2 DEVIA r be-TAILS �es� z +EPOP ON is N � M x 0. If CROSS SWIION rVO- NCrL. WrAl CHM SECION AT Swim MASONRY Cow B AT MULL (OPTIOft��, y 7Q� fir .} r ASTRAGAL DA TS �`�-� 1/4" M N 1 1/4- ti's••.• M SHIM MIN. EMS. E>QE61♦d6 (OPT 2) HEETLIO 4 MIN. Be, SEESO AtLio r—o a . 1. 21 1 3 2 1 li t'�3 � • u ig 18 10 , I a :It.i,'1,f`'A ��►, .:, f$,.:',.�1•`s�a: �� ..s ^J .s.' ytii:,'• fs \� CD Zp S, :p.S`I•P�h+�V'r�J�� '��.4 �t�•t 4t.� a 4• 4t . ^ �� d SEE NOTE 2 s 8 N1 7 6 B 1 48 8 NOTE 7 8 B .taYTEB1�B HoRlZmffAL SECTION �WORIjONIC CROSS SEO BIZQNTAL CROSS SMON AT DBL BACK JAMB (OPT 2) WOOD FRAME CONSTRUCTION S MASONRY CONSTRUCTION 1/4' M1 SHIM 1 1/2' iM SEE DUAL A 1 MIN. EMB. 3 SHEETLIO 3 � MIN. EMB. SHEET 10 J --L NOTES: ANCHOR SPACING, SEE SHEETS S, 9. 10 tt 11. 18 ,0 2 EXIE$106 2. S'P'ACING FOR 023 FROM TOP GOWN: 6 ZED'-50j`-73#'. ' 2 3. ASTI AGAL S�� PATTERN,SPAC J2,FOR"#24 3/4", 39', •31 In ,0§.+ ,�� e•t 3} '} " •e• 9 twat 8 28 Ot3 1L�fE$lflJ3 g I{�,g8 0 SEE �3'-1$—a. 7 6 8 SEE NOTE 1 N= 1 mm an W3D cft an S. FREY awmw M4 MORIZO14TAL CROSS_SECTON WONTAL&fi0S5—SEAN WOOD FRAME CONSTRUCI ®ON WOOO FRAME CONSTRUCTION J AB WNW of. DO rat�,ar �1I w EXTE$1C$ pffmoS (OPTION 1) (gPTIC+N 1 0 (OPTION 2 R O to 21 2 ahi 3 31 p 3 19 1g 31 21 19 18 2 i5a 31 19 19 3 2 JOB ca !q• ,a�'o •tii•^` .f5; ;r.�r•N't tj rtr�,'1 a •S;i+t 1Jr t ># a ti ° r•t� :' r•�J: .°w 1::•'+ C3 I �, 4 to l .f�'' ••X�t• '•,1 l' I Sr'a't'::tr�I:: !i� s: .� .� �$ n. I",:► ..,:.1.t s L a �.�:"7'•!j>•,•� Lie 41. t. ♦ r 1.• � 4. SEE NOTE 2 SEE NOTE 2 NOTE 2 SEE RM 2 SEE J Itfim 1dIE Bt4B S E NOTE 2 I n AnMZMUAL 9Mxa W AT MULL POST(OPT 1) XVAT MULL. POST (OPT 1) 7 AT DBL BACK JAMB (OPT 2) SEE DETAIL A 1 1/4' EXEERIO SEE • SHEET 10 MIN. EMS. ITO:Effm SEE DETAIL 1/SHIM MIN.1 EMS. SHE 10 MIN.1/EMB. 0 t ` gig y� SHEET 10 3T $ 73 .E�E810B 1 10 Vii- •—•—�• � 9 3 M� IB —�- � 8 '• 9 a � � � N •,,,4 a •,.. .h > �I J •r 3 ` � ��,!!A��•.��.��/�I'��• r , !" 1 1. � �IN'1raE..R"IO�7R'1f • � J�3 0 1 44 MAX. .,T ° SHIM 'M 1/SHIMS' J /B"'N_HQ8mOff y CROSS SF=b �HORI ONTAII, CROSS SEMON F y-ONT L�39.3EMN MASONRY CONSTRUCTION W000 FRAME CONSTRUCTION "%V MASONRY CONSTRUCTION —7 TEST SPECINVEN COMr-LIES OTES: CIOPTION '� �IQB 10 @g FOR ANCHOR SPACING, SEE SHEETS B. 9. 10 ec 11. WITH THESE L��—TA!LS. SPACING FOR $23 FROM TOP DOWNI e'-28�'-5O�°-73� 1 31 19 19 3 1 ASLRAGAI.SCR PATTERN SPACING FOR #13 ANY DEVIATION NOTED FROM TOP DOWN: 1/2', 2, 3 1/2•. 20", 24 3/4, 39'. F�.�.N4 •$°�'�;' deter. REPORT NO. NCTL 0 i1 1 I 440�.. � " TEST SEE NOTE a DATE -t4- s•®,'-°• O. VI&m, WOO cm an T FREY t+ar 0 WOR12ONTAL GROG JW232WO 7 AT WL BACK JAMB (OPT 2) : AMAIRMS Taal( p,ft�, urn 1 Pyj B• -&9 �S.St e�np.� S'TYF+. Qom" t4 U Onl II I I o ® In M ---11' I— X24 ^ DEML S DETAIL R �++ too • rob � O MUL g WT gMAIL a �s How � Fy{ 44 L91EA Sje'I°0 V+N ANCHORING LOOMONS OUM UNtr oxxo EST SPECIMEN COMPLIES N IMiTH THI~ �+fir✓TAILS. ANY DEVIATION IS NOTED � 'op CTL-110- z��` + -� TEST DATE_ i I r -T q, NOTES.CORUGATE]STAPLES TO BE APPLIED ON BOTH INTERIOR 1e o AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MoaEL SHEET 8) +/-1`, FOR TOTAL OF NINE FJ5tErERB�PER » SIDE. ti 2. ALL Vle':v5 FROM INTEISO. R 3. CORRUGATED NAILS ARE UTILIZED ON RUBLE BACK JAMBS ONLY. OMIT 0 NAttS N SOLID MULL POST CONFiCURA ,. l T10N5. fill Lu g 1/s/09 c°a eri WBb ANCIHORING 10��S,TIRt UNTT oox CR riA S. FREY aa�amo tlou JW232008 >a w Addff"toMM CeI,I1OrINo« r 568 DETIA A stir:e 1 `� aaeoarau. � I o�, T - . 7 SM e0t'IYR 6t 7YF.—{ 3' 3'TV. � r e•TIP. m p�to �- a r ' T rte. b W La 1000 Ln �a Z era� z. ��a �o a I U Ll• S4j'— sm IN 1 a m c e n M Y Or 4r— L b putt.a c COf,4P EFS SCAM, , 2. Ot -o iN TIN 48k ilk/f TH THE'jI= ry r� �• +t SCALE., 1/2" -1'-0' ANY DEVIATION IS NOTED alp REPOR7 NO. NCTL-7 f 0; t -# z 3 ¢ TEST DATE Itp a e11 21a' TYa. 3 2 2 1 3 4 SCALFt- ;;-Ga SC�AL�Eo 3-�r-0 • NOTESt 1, CORRUGATED STAPLES TO BE APPLIED ON BOSH INTERIOR AND E>RERIOR BUfiFACES AT IPA= SHOWN ON OfOtp +1 8109 e MODEL (SEE mw 8) +l-1', FOR TOTAL OF NINE =LEAS NOTTEO FASTEN PER SIOL t>wo Bfi WED Z ALL VIEWS FROM INTERIOR 3. OORRUOATM NAILS ARE UTIt1ZED ON DOUBLE BACK JAM83 °rot in L FREY DETAIL C— MULL POST DETA0. D - lE JAMS ONLY. OMIT NAILS ON SCIM MULL POST CONFldURATIONI w - —0 SCALE: 3- =,'-0 JW2320M 2-atz- s� Add�MnbNM1 S ! AN r e' rw e•rrR.M. 3� brcr i ,• ' y 1 T r T T --,,. • 7 L EU Ll 6 ►� . A _ b c �• n TEST T SPEC?;VFN COMP"LJE ,� smCoxa S �d a�ir.ceeuu c ° WITH THESE D m+t,o �,•-� DETAILS. mirk n ANY DEVIATION !S NOTE c>iaR scALE: 3 s• -� —o REPORT n10, NCTL-i 1(y- �s a• TEST ©ATE ! 1 T - 3/16' C-SINK. �-..— NOTE �� 1—USE VgO W000 WALLATION SCREW W/ 1.50' MIN. EMEIMMEW e WHEN �MSTAWN6 INTO WOOD SU85if4At AT HEAD to J"S. �I to 2—USE #8 x 2 1/2'PFH WOOD SCREW WHEN INSTAWNG INTO MULLIONS. 3—USE WHEN !1P!/STAWNO�N ANCHOR W/ 1 1/4' MIN. EMaED. „ NTO MASONRY SUBSTRATE AT SIOELITE SILLS. e � SCALES b 1 —0 'ma b tx)RRNQATEO bTAPL�TO BE APPUEA ON 90111 INR7�R T AN0 R O RIOR 9{11�ACES AT SPACINlt Bt rN ON 010(a 0A1& 1 8 09 see ® MOpp. P yrypE3) +/—t.FOR TGtA tOIE ,AS N TED 2%FROM 1Nt WL ona eh W80 3. Z7%2ATED NAA B AID Ut1UZ®ON BACK JAM98 mat 8ft S FREY H LOCq ONLY.06N1 NNLS ON SOLiD►ANLL P�aB{ CON 110NS ontaon xar SCALE: 3/8' ®1—a JW232004 aF AddmdntoW v1aEUIa�11111�. T.�.� 0EE OEM A I� OETIVB.A r r TTP. °•m ` ® lif.0 Y TtP.� 3'1YP. SHI g C L� r� r 3' L r y 0'TIT. to -LF 7 r � s ---„• ► 11 11 11 t 7 .r L i L► It �ohT tr 7' 9 0 ~ 90' A fig• ~ ZN —�' a - o A to °• O �"' � =p g L i t �,• � ts ►► � tr t t t n tt -"I�Y rfp. I'-1'TYP�06a ctI JR p 6 T- I • 1 ® ® ® SHt.0 op IALSlEtIdQ�L �m rl�-2fXx6 [NStVINiliNS_t)OU�LE ��`� TEST „ ECfly i°N COMPLIES SEE toA B oEr A WITH Ti-;ESE DETAILS, '•„p� r1 r �•"p '• ;L� ` 3'". ANY DEVIATION IS NOTED II , T r T ,. T' T REPOP7 rd0. NCTL-110 , tr � TEST DATE 31 o 30• llan -O ° g' 1. CORfWIMM STAPLES TO BE APPLIED ON 80T1i INTERIOR AND EXTd�fOR SURFACES AT SP=140 SHOWN ON OXXO a N M 5EE OOEL(( SHEET 8 + -I, FOR TOTAL OF NINE � �"• b - c FA51Tc'NERS PER StOE.� j L. L 2. "VIDS FROM I MIOR " T t T7• "' S. CORRUCATED NAILS ARE UnU2m ON DOUM BACK JAMBS \"m ' I ONLY. OMIT NAILS ON SOUO MULL POSE CONFIGURATIONS. T" °gE a g 9'1YP.-y 6HG 0 ® tuaei 8 D9 °rally 8'-J'-0' WaD N N �, S. per JW2320De b t onNo� nit ea 20 M Aer WwBfp. o /,� �•..... -A pblim }!. � 17 .ar . , a/+" s 7/6" 1/s- 1 3/8' WOOD JAbSQ FiNG�JOMm- PINE I SCALE. 3" �f'—G' p S�iVa � � CC��I�. r © CALE "+1 —0 CATS: 8®1—0. SCALE: 3 mf _O . T w , 11/18`I-- m rd'1 t oN 1 11/1 Ir}— 3 1/8"--{ "( 1 3/4" ASTRAGAL (ENCURA) SCALE: b' -1,—F G7 a0 .C�80�78 ALtIAfINU1d � ��'- r SCALE. 6�� 'urunt„Ji ��/��/� �r � ,µ•ms r� S am " I �ne�,.l m.. rrF FeAt1f 8" °� S 8 ®1-0SCAI.E, tt"�ef'� 1 9U. s'=t—0 4D uuu aesr `" 1,_e.— r.17..3125" SQL& 3•-1�-0m 3i9a'.z-- �' N • @ -caff - ZINC k YELLOW CHROMATE SCALE: r r-t'-a" 3/4" 3/8" npm epe --�2- S4�FAC� T 03/S" SCALE: 3 ®1'-O 5 : 9 3.x- ®1•-0 !,. F-�--•2"�-�•—�I MLA, 1�1 ANY DEVIATION IS' NOTED SAS NOTED 3' /+4 trwc err WBD t T crnrKE PLATE REPOW NO. NCTL•110-.:�!`�'�— "°��""° �r e�•,'—o" TEST DATE—IL JW232008 AoddmtoNo r s' t M� 1 MIAMI-DADE COUNTY • PRODUCT CONTROL Swam DEPARTMENT OF PERMITTING,ENVIRONMENT.AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) XT=nk l'lodda 33175-2474 BOARD AND CODE ADAIINISTRATION DIVISION T(786)315-2590 F(7W 315-2599 NOTICE OF ACCEPTANCE(NOA) wwwmlamidad Lawson Industries,Inc. &"l NW 90 Street Malley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other arms where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami--Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of applicable building code. This product is approved as described herein,and has been deigned 'h the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-7700(Flange Framer 'anm Single Hung Window— .I. APPROVAL Docu3� mn Drawing No.L7'7 1, "Series-7700 Single Hun F ge Frame Impact Window",sheets 1 through 5 of 5,dated 05/27/09 with revi ,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT BATING:Large Missile Impact Resistant L"FUNG:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise note/herein. RENEWAL of this N0A shall be considered after a renewal application has been filed and them has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after 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 product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. -ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-MO5.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-11129.16 F Expiration Date. December 27,2016 Approval Date: March 29,2012 31 Page 1 t re' Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBA+.QTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004"1,titled"Series-7700 Single Hung Flange Frame Impact Window",shuts 1 through 5 of 5,dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window;pied by Hurricane Engineering&Testing,Inc.,Test Reports No.'s HEETI-09-2530A and HETI-09-2530B,dated 03/02/09,all signed and sealed by Candido F.Font,P.E. (Sub cted under prevloss NOA N'o. 0"70&09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-w drawings and installation diagram of aluminum single hung. window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s BEETI-08-2003 C, HETI-08-2004 A, HET148-2060 A, HETI-OS-2060 B, HETI-Ott-2461 A, HETI--W2061 B, HETI-002062 A, B ETI-08-2062 B, HETI-08-2063A,BETI-08-20638,HETI-08--2064A and HETI-08-2064B, dated 03/15/08,all signed and sealed by Candido F.Font,P.E. (,SSubmWed under previous.NOA No. 9"825.17) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced,Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window;prepared-by Fenestration Testing Laboratory, Inc.,Test Reports No.'s F TTL-2987 and FTL-2986,dated 04/03/01 and 03/27/01,all signed and sealed by li Luis Antonio Figueredo,P.E. (Submitted ruder previous NOA No. 06-0,4©6.M) i Mannel P P.E. Product Control &12Efthaer NOA No.1 127.16 Expiration Date: December 27,2016 Approval Bate: March 29,2012 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUB EH C. CALCULATIONS: 1. . Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Lawson Industries,Inc.,dated 05/28/09,revised on 01/18/10,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM 131300702/04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No. 11 4624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlasO Interlayee dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11--0624.01.issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont BataeiteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Sallex and Vanceva clear and color interlayeft dated 05/05/11,expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conforms ace,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J.Sotos,P.E. 2. Statement letter of no financial interest,dated May 28,2009,signed and sealed by Thomas J. Sotos,P.E. (SubmNed under preWouus NOA No.-II-0745.09) 3. Laboratory compliance letter for Test Reports No. HET149 2530 A and TI--09- 2530B,issued by Hurricane Engineering&Testing,Inc.,dated 03/02/09,all signed and sealed by Candido F.Font,P. E.(Subntatted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No.HETI-08--2003 C,HETI-08- 2004 A,HETI-08-2060 At TI-08-2060 B,RETI-08-2061 A, ETI 2061 B, HETI-08-2062 A, HETI-0&-2062 B,HETI--08-2063A,HETI-W2063B,HETI- 08-2064A and HETIAM-2064B,issued by Hurricane Engineering&Testing,Inc., date.03/15/08,all signed and sealed by Candido F.Font,P.E. (Subraided under previous NOA No. 08-0025.17) 5. Laboratory compliance letter for Test Reports No.FTL-2987 and Yll --•2986,issued by Fenestration Testing Laboratory,Inc.,dated April 03 and March 27,2001,all signed and sealed by Luis Antonio Figueredo,P.E. (Sub ' ed under prevkw NOA No. 0606.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09,issued to Lawson Industries,Inc.for their Series"SH-7700 Flange"Aluminum Single Hung Window- LM.I.,approved on 08/18/11 and expiring on 12/27/16. man P ni, X. Product Control xa 8r NOA No.12-0127.16 Expiration ben°27,2016 Approval Elates Blare&29,2012 E-2 98' 93.1@9' 93]R9• INSTALLATION ANCHMA& VMDMW FLANGE FRMIE WIDTH V1NM FLANGE PRAMS MOTH INSTALLATION ANCHDAS. WINDOW FLANGE FRANC WIDTH imtN A NA%pEpRT FFRRApNHfE 1 .,,.I INSTALLATION ANCHOR& ��g/JA W A Ar FRAME AD AVE S run om tSEE T N4> q 1 a/p,�,l— fA9 AypN,Ar AN HEAD WA%.U&. q 1 a>�I fSEES�$tRET Nn q 'I A Op EE to r" PER FRAME SILL q q ¢r FRA1lE.IAMB$tSEE SHECT NA> g• F g• +i ALL -f43 9 ti { !I ;t �� W 114• ___—-7,-`� fT _ - a t/�//j4 d� tta 9 t}� //[n 0 0 MA%. { ^�� 'o_N / i4� 0 $ Z C ti D _..a as :aa�raa Laa rA-r1�C7�N{ B n 91 18 6l � � y mil � �� R .•H A4 �+ f aA1 . ei AT 4•MEETING t] II p a 6•RAN. g•MAY, O GJ C ENT.6 INT.FALSE COLONIAL INT.FALSE CDL lAL C 9t4t8S• NUNTINS ARE APPLIED V/ sea29• MlM IN Ate APPLIED V/ "m 0' Y/SILICONE AND ARE O W/SILICONE AND ARE WFw- 1=1 WIDTH WINDOW ii WIDTH AVAILABLE AS OPTIONAL WMDav am VIDTH Ci AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL I= ELEVATION •INCLUDES UN-EQUAL I=AND RADIUS HEAD (LIMITED TO'WADS ON SHEEP 4 OF S) (LIMITED TO LOADS ON SHEET 4 OF S) { General Notes: (LIMITED TO LOADS ON SHEEN 4 OF S) SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s3asa ~ OF THE$Oitl FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE MSTALLATlQN ANCHORS. WMDOW FLAtDSE FRAME WIDTH VED.00TTY (HYHZ) AND ASTM 1300^02. THIS PRODUCT IS IMPACT RESISTANT, w A'ANT FEED (SHUTTERS NOT REQURtED) . ,A,NDSCILSHHEET 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED$0 THAT THE BUILDING I e RESISTS THE SUPERIMPOSED LOOS IN ACCORDANCE WITH THE REQUIREMENTS A OF SOLO F.H.C. &TO BE REVIEWED BY$UJIM0 OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW t $ ARE TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED x114811/15, »\ ON SHM 4. 4J ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC SAM, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL ° {' 0 Ba WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET (F3),AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET g3). � � 1 it S.) SEE SHEET 3 FOR LOCK DETAIL$ &OPTIONS. B 6$E vJ SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET S. W / '� !+ p F B.) ENT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE " B - 0q0`®g••.4g.— y°j�i, 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED +� a,•° • '. ®'G qq"�1�Ap��77�gqLL .� om � >,f� MEETtL r' {� +�0 s (BY OTHERS).PRIOR TO WINDOW INSTALLATION. (SEE SHEET S8 FOR DETAIL&NOTE$) T ^ 11 PR0DUCTRBVISSD •W� a'• .I WOOD BUCKS TO BE ANCHORED IN CDMPLIANCE WITH THE 2010 PBC CHAPTER 24. 1s wAhdwilm dD 81 SECTION 11.3.3 3. ® No R _ ll.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPO OF MIAMI-DADE COUNTY APPROVES WINDOWS USING A MIAMI-BADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE �:Rt APPLIED a�I1 BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MI SNS ARE AND ARE sB•Ia� ��e L TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL. WINDOW BUC%vmrH > • P , 13. SEE SHEET @ 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. EQUAL LITE ELEVATION 14. ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMITED TO LOADS ON SHEET 4 OF S) � PAINTED 0R PLATED AND SHALL MEET SECTION 2003.11.4 OF THE 2010 FLORIDA BLDG. CODE. A 1 i/a'• TAPCON W/ 1 1/4• 814 SM.S.W t V4• PT.VDDD BUCKS ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO CONC. MIN.EMBEDMENT iM0 VDDA & TO HE REVIEWED HY BLDG OFFICIAL tTYPJ L TED GLASS (SEE ELEVATION AT SHEET 91 CSEE ELEVATION AT SHEET Bf 4 $ FOR MAIL FASTENER SPACING) .i FOR MAX.FASTENER SPFICING) P. WOOD BUCK NDT BY LAWSON IN0. I Vol MIN. MUST SUSTAIN IMPOSED LOADS SILICGNC ADHESIVE `•1' 9 ••° .D BEDI)m COMPOUND .• .. v INTERIOR 7 :r +' 'V4•TAPCON W/1 1/4• M dI _ .••e: _ pM1p�, 19 1,fIN•EMBEDMENT INTO CONC. M �n •, dc+Dy a °.e a u y d °'LSEE ELEVATION AT SHEET Rt /�j @ C' .� d• 9• o FOR MAX FASTENER SPACIN(D g F. "+: 1k` 1 1/4D MI . 1 1 1 1/4• 1*4 O :•W� B e�i. ! 1/B°MIN. ed it� "� EXTERIOR GRADE I ! EDGE DISTANCE PERIMETER CAULKBtlG i 1 •a a. t,y 7 to i t9 ® B ® :� SILlCtBtE ADHESIVE t7IT. CRADE EX'PERIOR �� 'a`.:'�r I BEDDING CDFPGUND EXTERIOR GRADE I.- PERIMETER CAULKING yy &UNATED GLASS WINDOW FRAME WIDTH h N 1•MIN. R14 EMBEDMENT ME 1 fI4• 1•MIM, C1 DDiT MIN.EMBElD1ENT INTO TODD. &iE D� WINDOBI,INSTAI?•aTION MOTh"S: INTERIOR CSEE ELEVATION AT SHEET RI I d MEETING FOR MAX.FASTENER SPACDMW 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. �.LI RA 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE EXTERIOR EX GRADE EXT.GRADE BY WINDOW INSTALLER tTYP.) bb CAULK e. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO O [,�p) 4• N. BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) 4 I is 8 4 I�p') a g A V •Wm THE GAP BETWEEN THE WINDOW FLAW AND THE DUCK OR �l MASONRY 13 I,1�THAN 1/8°.SHIMS ARId NOT REQUII2f6D. y y 1 I ; t !4x"714 nN�I•IORS Nom: B ; ty ANCHORS TO BE #2 SMS OR WD. SCREWS INTO WOOD, � t t 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONC, t WITH A MINIMUM OF I t/4• PENETRATION INTO WOOD OR tB CONC. U2EFER TO LOAD TABLES AT SHEET 4 OF $ FOR ° g QUANTITIES REQUIRED) ° t8 21 i I I 4 4 14 8 EXTERIOR GRADE 2 \J 000` �pppp PERIMETER CAULKING 00 OBI ki® A MAX. °®0 °ar......�a1�Vpd4 SHIM °°ae®•'° ''•�i��,o TYP P ODUCfRDVISBD g ,/y/ Ik b°p% . as 4: a•• soudaw iYGbl�l a •d, a A'•4 d ; °•o ^ °. ,. e.. EXT. GRADE CAULK 'arr•r•°°O I BY OR 2 BY WOOD SUCK an la & 014 S.N.S.V/1 1/4• HIM ERNDMENT INTO WOOD. 4 91 FOR MAX FASTED SPACING) 6 8 28 INTERIOR Q ,SLUE=OPIMNSN INTERIOM rlNtsH al Dav Cia-o�t�ap"p NOT By LAVSDN LS@USTWES,1 THE SP[CTtbRi e� --------------------------- °L0°• etrr.MADE erXi 89DDIO 25 27 �i"�� aLAZIRai DEPTH }p p� 1�p p WNDtlV%rRANE fl BT ® W GIAW @S (D( INSTALLER(TYP.) 5 all y� TTTBN p pPT1DN DIT" /ma"wLac@tt+rLON � l t/B' GLASS BAFiFD1/KEEPSArS 2 E saoNa T&DTSpLAYER B •smllTm• veATHERPmG LOCI{ LATCH AND SWEEP)W ow e`�"Tt eas e�rYOE 1 4• N 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE Sp LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. V' MIN was IGmmmN mm LAIMMATa 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED o FOR USE ON ALL WINDOWS. a Dana PLASTIC B(TERLAYER I gYSE . .« cttwt EXTERIOR 8. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 3 Wr ANNE Pill$ D MAU RS(r --- 4 � EXT.GRADE PERIMETER CAIR.IDN6 NDT BY A _ & �AE® fAPPI[E0T8r`�fxERB e EISM oIAM o rtoN urm I aAm $TUCCO avEa METAL LATH NAKED m O I 116'ANNEALED 6L/g8 T WTACITE PVB E%TERm ORADE PLYVDOD SHEATHD@ a 044 PLASM WTEaLAYER _(„ �.pa,�T. Ta l SPEC ilm BY AR6MIml aR oz 11'i4• a Ire•ANNEALED @LABS JJ (CRtaIDR rmm we anow NOT BY LAW=INDUSTRIM= LAM WOOD FRAME LNSTAL?ATION DFTAyit WBiI MAtIS DSYAD. iAMINATB wf IP71DN ALL049M MULLION 1 u NEAT-STI�AgpITENEB m.P®S WTACITC PVB SEE MIA.LION APpRWALgg FOR B 12%3/4•S.DS. SEE 1/ULWINd APSOf MS FOR g @ D.aBa PLASTIC INIERLAY6a BY,. Ja1LLlwd TYPE.SIYE AN6 MAE. - FLAT HEAD,PHILLIPS. MULLION TYPE,SIZE AND X. &&& 3 1/a HEAT-STR¢NONT[NED OLAS$ DDIP OESiGN PRESSURE LOaTATIONS. CSEE ELEVATION AND DESIGN PRESSURE LOITATONS. (ALUM.0.075°MIN.THICK) VP TABLES FOR QUANTITY INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE i NOTE:THE LOWER PRESSURES OF SW= AND FASTENER SPACING) /4. MAX. HUNG WINDOW OR WILL SHALL GOVERN IT HUNG WINDOW OR MULL SHALL G MM SHIM INTERIOR aft ev S. s IP/4L •SILICONE UPTtMW- DDV CllROM SW setRaE-NOReHEnn B731 4 rRClSO SPEC'TWRtl @ car NOTE: e GUM DEPTH I.ALL STEEL W CONTACT WITH 8 ALUM,TO BE PAINTED OR PLATED. 2.METAL STRUCTURES: INS IANIMTSI CLASS COMPOSITION Be ITEM MASS D1 ADN DBTAO. !AJOR to (STEEL STEEL: A.M 35 KSI MW. td � I Ira HEAT-STRE(EBH6NED MASS 9)AL 1a CA.MW.THU7( I a0da°} PFA@M WllwoW FRAME (A AL.0.07M:500tH MW. @ DOW'PLASTIC INTERLAYER Am 8{ITPCiTE PVB EXTERIOR (ALUM.0.075'NPN.THICK) O 1/B•IIFAT-STgEWBRTENED t$IeSB •DNPONT EXTERIOR GRABE 2 WAAMT EXTERIOR 1 4 V4'DDIULATED AM SPACE PERIMETER CAULKING a Ira ANNEALED MAN FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL °°1gD1NlBFt�� INSUIAM�Alff CLASS Cob rfBM at4e@ DShY:@tPTIDN DIRAIL LAMOMT@ Dllttalopm PRODIICTITSYI88D ®o°��.°`•e fo•'~A®° I., I Va NMALED GLASS H(IDdD>gCaAB ® °a 1 BB DDmp13�Ptwtfl(t�DNtwDw �?°�!d W b• B DWa PLASTIC D(TERLAYCR .V4• SAFLEN PVD S Ira ANNEALED MAU 'WLUTIA. 4 V4•DOLATED AIR SPACE 'jI- ail S VB•AWCALED(BAS ' •11Nf11f CLING DETAILS AND OPTIONS a �i I DESIGN-AD APACITY PSF -VIEWWINDOWSW/8NVENTS DESgWLGADCAPACip•y'(PS -idd-M E 0 +/-Pressures(pan 0 +/-Pressures a W INDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type i GlassTyps GlaasType GlaasType Glass Type Glaes7ypa WIDTH HEIGHT lAnchore 4 8 8 tidy WIDTH ROGHT Anchors 2 3 4 6 8 7 19.126 60.826 60.0 80.0 80.0 18.128 28 80,0 80.0 80.0 80.0 80.0 8110 28. -ff.-STS- 60.0 _ 80.0 80.0 28.8 28 80.0 �. 60.0 amo 80.0 60.0 °re� 7 0.825 60.0 80.0 80.0 a 42 50.626 8 6010 80.0 80.0 37' 28 4 80.0 80.0 �0 8a0 80.0 80.0 a .. 42 26 80.0 80.0 00.0 60.0 80.0 80.D 48 0.826 60.0 80.0 80. �.' gi s371-27- 60.626 1150.0 80.0 80.0 � � 48 28 8D.0 Bfl.O 8fl.0 $0.0 80.0 800 63 19.128 9 8 .0 8 .0 0,0 126 28 81113 80.0 80.0 80.0 80.0 80.0 18.126 38.375 80.0 80.0 811.0 80.0 80.0 8D,0 28. 9 80.0 80,0 8 .0 37 as a 80.0 solo 80.0 28.6 30.378 80.0 80.0 80,0 80.0 80.0 8010 42 69 80.0 15= 80.0 37 38.378 80.0 80.0 .60.0 8D.0 80.0 80.0 48 9 60.0 80.0 8o, >/> 42 38.376 4 solo 60.0 80.0 800 80.0 80.0 63.126 go 80.0 80.0 80.0 i%✓ 48 38.376 80.0 80.0 80,0 80.0 .0 80.0 18.126 83 60.0 _ 80.0 80.0 63.126 38.376 solo 80.0 80.0 80.0 80.0 1 8D.0 3d 26.8 03 80.0 80.0 80.0 18.125 50.826 80.0 813.0 80.0 80.0 80.0 1 80.0 •if 37 83 a 60.0 80.0 - 80.0 28.8 60.825 80.0 80.0 1 80.0 8010 80.0 80.0 42 03 80.0 80.0 80.0 >:i 50.626 80.0 80.0 80.0 8010 8110 80.0 48 83 60.0 80.0 80.0 / / 42 8x826 80.0 80.0 8x0 80.0 80.0 60.0 a 53.129- 83 80.0 80.0 80.0 48 50.826 80.0 80.0 60.0 80.0 80.0 80.0 d 19.125 7C26 80.0 80.0 80.0 63.125 80.826 80.0 80.0 60.0 80.0 60.0 80.0 e 28.8 74.25 80.0 80.0 solo 8 19126 69 80.0 813.0 80.0 80.0 80.13 8D.0 37 74.25 80.0 80.0 80.0 42 74.26 80.0 80. 80.0 286 89 80.0 80.0 Sao 80.0 80.0 80.0 10.126 76 60.0 80.0 80.0 37 69 1 6 80.0 80.0 60.0 80.0 80.0 80.0 �i x 28.8 8 80.0 80.0 8 .0 ��j 42 89 solo 80.0 80.0 80.0 80.0 80.0 i. G 37 7s a 60.0 0.0 80.0 59 8D•0 80.0 80,0 4• 42 78 59.0 79.0 7 .0 83.126 M no 80.0 - 80.0 DESIGN LOAD CAPACITY(PSF)-VIEW W94DOWS W/4H VENTS », 18.126 63 80.0 80.0 eao Sao solo 80.0 /-Pre88frret4 M.5 83 00.0 40.11 60.0 80.0 80.0 80.0 ...j / 37 03 a 80.0 80.0 0010 80.0 M.0 80.0 WINDOW Jamb GlaBs Type glass Type Glass Type 42 63 80.0 00.0 . 800 . 00.0 80.0 80.0 WIDTH HEIGHT Anchors 4 8 6 48 63 smo 80,0 - - - 80,0 19.125 59 60.0 80.0 _ 80.0 83128 03 $o.0 solo - - - eD.0 $ 28.5 58 80.0 80.0 _ 80.0 10.125 74.25 813.0 8010 solo 80.0 80.0 .0 �E Ale, 28.8 74.25 80.0 80.0 Sao solo 80.0 &l. 37 5S 6 80.0 80.0 80.0 37 74.25 s 80.0 ONO.Q 80.0 " 42 59 60.0 80.0 80.0 42 74.28 80.0 80.0 80.0 48 5$ 60.0 80.0 8 .0 48 74.26 80.0 80.0 - - - 80.0 s 53.125 59 60.0 80.0 80.0 M125 74.25 74.0 77.0 - - 80.0 19.125 63 80.0 80.0 80.0 �> . 19.125 78 80.0 B0.0 8x0 80.0 80.0 80.0 $ ` / 28.5 78 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 BD.O 80.0 i . a 37 63 60.0 80.0 80.0 37 78 8 80.0 80.0 80.0 9 8 0.2 78 70.0 79.0 79.0 42 63 60.0 80.0 80.0 48 78 71.0 71.0 71.0 48 63 60.0 80.0 80.0 APPROVED '••a��e® 01-53.125 63 60.0 80.0 80.0 L ONFIGU 7'IONS ®o®®¢i a�: •«.1��ee°i 19.125 74.25 80.0 80. 80.0 UN-EQUAL LITE •a'�•° , 26.6 74.26 60.0 80.0 80.0 M •°�37 74.25 6 60.0 80.0 80.0 ��arFbvkb 42 74.26 60.0 80.0 80.0 NO Est 53.125 74.25 60.0 60.0 80.019.125 78 60.0 80.0 80.0 E / / / � � Minim 6 ®e •! 28.5 78 60.0 80.4 80.0 37 78 8 60.0 80.0 8010 42 1 78 59.0 79.0 79.0 VLfl CONFIGUI$bTIONS - EQUAL LITE 0 FRAME1 HEAD FDCED MEETING RAIL VILLOF MATMRUS , pO TOP CORNER ITEM j PART j REQD. DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM l°►-1 8 L-7002 1 FIN FRAME SILL 6063-T6 ALUMINUM .s00 3 L-7803 2 FIN FRAME JAMB 6063 46 ALUMINUM rT F 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM v. m 24+ 5 L-770$ 1 VENT METING (TOP)RAIL 6063-T6 ALUMINUM _� t9o4 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM sent B L-7708 S REWD. GLAZING DEAD ( 3/8' ) 6063-TS ALUMINUM (eoes va Aw�uwvu) ) iz"E r" - 9 FS-006 AS REO'D, FRAME ASSEMBLY SCREWS 08 % 3/4' P.M. PHILL(P FRAME SILT, FRAME JAMB 10 FS-040 AS REDD. INSTALLATION SCREWS 014 X 1 1/4• F.K/PHIL. )p L-7702 L-77031 _� yx) 11 L-7831 AS REO'D. BULB VINYL WTS'P 1/4• DIA, BULB 03033 100-"AWKWW O3 s Fun�a 12 PVS-003 AS REO'D, FIN SEAL WEATHERSTRIP .187'x.230• p a 13 PWS-DDS AS REO'D. FIN SEAL WEATHERSTRIP 187•x.350' L44)• 14 PVS-009 AS REO'D. FIN SEAL VEATHERSTRIP .187'X.310' e.437 15 -0e4-1 2 SELF ADHESIVE PILE PAD 1/4• X 1 1/2' 16 L-7711 AS REO'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM es43 17 L-42D4 AS RE(rD, GLAZING BEAD - RADIUS 6063-T9 ALUMINUM SDO 19 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) W II 19 L-7725 2 RIGID VINYL SASH STOP 42 X FRAME) -I �0 20 L-7727 2 BACK 6 TACKLE BALANCE BSI Balance Systems 21 L-7939 2 VENT LIFT LATCH 6063-75 ALUMINUM e7s3 2e L-7923 1X LATCH VENT LATCH SPRING STAINLESS STEEL 9 23 ■ AS REWA GLAZING SILICONE SEE GLAZING e SHT. 3 VENT INTERLOCI( RAIL VENT RAIL VENT JAMB RAIL •°°=P°"! t 24 x 2 Laminated Glass SEE GLAZING DETAILS L-7706 L-7707 29 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON (ecaa-vn aurerox) (ow-re atunw) eoas-Te Aumm FRAME BOTTiN CORNER 26 FEE-058-1 2 VENT SWEEP LATCH MOLDED NYLON o•� 27 m 2 FRAME SILL FOAM GASKET SELF ADHESIVE a 28 HC-Oft-11 1 SCREEN FRAM & MESH J3 gp p g r3el L-7730 1 PRODUCT LABEL r 6 a MENT TOP, CO_ RNER x x ■ ■ eoe8 Abe obe $ ~ SM-5504 AS READ JOINT SEALANT SM-5304 x REO'D PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL !p� vw J"WL ^� 1.079^+ X839 4 VEN7 Td•Ran R:E VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 3B L-7708 L-7711 L-4204 �;: ~ 00000p(�j•r N4�.�`��®�Ap� ° .ore °TA AucMM) O T9 Awtn9cns) AM== ®m�^6 °•..��2°v✓ .. PRODUCtRBVmW �ls VENT BOTTOM CORNER Bl P® • ° +•° "� .773 M1mN sse JASS MAME & SASH CORNER DETAIL �t r (A�s4TA AU3M=) - NAM MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stmt,Room 208 AFFAMS(@"1iRA) Mimi,Florida 33175-2474 BOARD AND CODE ADMEWMATION DIVISION T(786)315-2590 F(786)315-2539 NOTICE OF AC E_ PTANCE ®A) .mtam�dad��av/pest Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AM(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the MU may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 desigaW to comply with the Florida Building Code,including the High Velocity Hurricane Zone. - DESCitIPTION:Series"HS-8700(Flange e}"Alunniaam Horizontal Sliding dew-L.M.I. APPROVAL ME1�TT:Drawing No.L87 1,titled"IBS-8700 Horizontal g Flange Impact Window",sheets 1 through 10 of 10,dated 05/30/ 5112,prepared by manufacturer,signed and sled by Thomas J.Sotos,P.E.,bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IWACT TMG:Large and small Missile impat Ptesistaut LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modellseries,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein.. EWAL 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. TERhMATION of this NOA will occur aft 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 product,for sales,advertising or any other purposes shall autometicaily terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AD : The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the roquest of the Building Official. This NOA revises and renews NOA 0 11-0705.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. men NOA No.12-0127.09 Expiration Date April 11,2017 Approval Date: March 29,2012 i f��,�� Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIBENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0"1,titled"118-8700 Horizontal Rolling Flange Impact Window-,shuts 1 through 10 of 10,dated 05/30/09 with revision A dated OU25/12, prepared by manufacturer,signal and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per.FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XOX(1/4, 112, 1/4 and 1/3, 1/3, 1/3) configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s: HETI-20-3047,HETI-10-30481 HETI---10-30499 B ETI-10-30491,HETI-10- 3050,BETI 10--3051,HETI-10-3052111 HETI 10-3053,HETI-10-3056,HETI-10- 3057$HETI-10-31309 TI-10 31319 DTI-I0-32239 HETI-10-32249 HET-10- 3225,HETI-10-3226 and HETI 10--3251,dated 11/09/10,03/23/11 and 04/25/11, signed and sealed by Candido F.Font,P.E. and Rafael E. Droz-Seda, P.E. (Submitted rider previous.NOA No. 11-0705.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Waxer Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203--94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s TI-08--2033,HETI-198---2034, HETI-08-2035, HETI--08-2036, HETI-08-2037, HETI-08-2038, BET148-2116A and HETI-08-2116B,dated 02/28/08,all signed and sealed by Candido F. Font,P.E. (SubmAW under previous NOA No. 0"706.05) Mann .Pc Product Control-L m + r NOA No.12-0 .08. L�piratlon Date: April 11,2017 Approval Date: March 29,2012 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS lcoNTi=nl 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS,202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced.Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL--3097,FTL-3098 and FTL-3354, dated 12/06/01, 12111/01 and 01/28/002,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-02 05) C. CALCULATIONS: 1. Anchor verification calculations and-structural analysis,complying with FBC-201 0, prepared by manufacturer,dated 05/28109,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J.Sotos,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaciteO PVB Interlayee dated 09/08/11,expiring on 12111/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. F. STATEMENTS I. Statement letter of conformance,complying with FBC-20 10,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. Statement letter of no financial interest,dated May 20,2010,signed and sealed by Thomas J. Sotos,F.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10,issued to Lawson Industries,Inc. for their Series"HS-8700 Flange"Aluminum Horizontal Sliding Window-L.M.I.,approved on 09/08/11 and expiring on 04/11/12. Mina P Product Control E in r NOA No,12-01 .08 Expirathon iDatc: Aprli 11,2017 Approval Dates March 29,2012 E-2 A Al A Al General Notes: 1.) THIS WINDOW SYSTEM.IS DESIGNED AND TESTED TO COMPLY WITH THE & / \ VELOCITY CITY HURRIOCANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT ` 18 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) o� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 80 THAT THE BUILDING " +� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS m � C •0% / \\ OF 2010 F.S.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON i5 �I ALL WINDOW SIZES ARE NOT TO EXCEED THEM MAXIMUM SPACINGS ON CENTER �i W (D.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. B B7 B 61 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND = TO BE REVIEWED BY BUILDING OFFICIAL $a 0 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES NOTE TABULATED HEREIN (SEE SHISTO Fe, 7. or 8), AND FOR USE WITH DOUBLE GLAZE OilREFER TO SHEET'2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. '+ FOR VERTICAL CR088-S1iLTlON DETAILS"A,A1. B.&B1"REFER TO SHEET#3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEE1s IpB, 7 or 8). 3 MR HORIZONTAL CROSS SECTION DETAILS"C, D.& E"REFER TO SHEET 04 6.) WINDOWS WITH GLASS TYPES "A. C, OR G°INSTALLED ABOVE 30FT. 4J 4)REFER TO SHEET 6 OF 10 FOR DEMON LOAD CHARTS AND NOTES. IN THE HVHZ. THE LO. EXTERIOR LITE SHALL BE TEMPERED. 6 A 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. e 6.) SEE 3HEET a FOR CLAM TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. O 6i 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-RITE "XO)r WINDOWS. IL) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LTTE %OX"WINDOWS. p \\ \\. /, 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. O `.\�� /.• 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONE H p 14,) WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND ANCHORED ` E,b�Iy� D E (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03, 4&B FOR DETAILS —1/ &NOTES) WOOD BUCKS TO SE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER B 61 24 SECTION 11.3.3.3 36.)APPROVAL APPLIES TO MOLE UNITS OR SIDE BY WE MULLED UNITS, 16.)SEE SHEET 6 6 FOR nLUON/METAL ATTACHMENT DETAILS.NOTES& OPTIONS. XQX -Equa to (1/3-1 $-1/3) 17.) WINDOWS HORIZONTAL USING A MIAMI--DADS COUNTY APPROVED MULLUOON IN BETWEEN ARE ACCEPTABLE HUT NOTES: THE LOWER DEMON PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WHb APPLY TO THE t)REFER TO SHEET 2 OF 10 FOR UMA14ATION ANCHOR DETAILS AND NOTES, ENTIRE MULl1M) SYSTEM. 8)FOR VERTICAL CROP-SECTION DETAILS•A,At. B.&81"REFER TO SHEET 13 18.} ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3)FOR HORIZONTAL CROSS-SUCTION OF 1FOR DETAILS °D,•&E"REFER TO SHEET$6 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE. PRODUcTitevillm 4)REFER TO SHUT 8 OF 10 FOR pES10N LOAD CHARTS AND NOTES. A 1 0 ' t ��%� Vii%� �i%• � XQX Un—Equal Lt® (1J4-1/2-1/4 as� � 14 NOTES: 1 REFEB TO SHORT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. Aoa�teaw�No 8 FOR VERTICAL C -SECTION DETAILS*A.Al,9.&01"REFER TO SHEET NB Rtt�ationDo `I 3)FOR HORIZONTAL CROSS-SECTION DETAILS "0,&R"ROPER TO SHEET#6 4)REFER TO SHEET 7 OF 10 FOR DEMON WAD CHARTS AND NOTES. 8 `•••••••N®, SERIES-8700 HORI ONTAL SLIDING IMPACT WINDOW � APPROVED ELEVATIONS a TEST UNIT Sm. III-It 83° aK 83 31W 12VERALL FRAME WIDTH TEST UNIT 812Ez 741 E 83° 74.OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8•INTERIOR FRAME WIDTH 1NSTALIATION FASTENERS- 73•INTERIM FRAME WIDTH TD 4 (A) 10 AT FRAME HEAD T IT (A)S AT FRAW MD AD tT ANCHORS C (14 AT FRAME HEAD IF DP ABOVE 7T1.0) AE�S (8 AT FRAME HEAD II+•DP A1�VE 7'0.0 14' jj (RAD.3 (B) 10 AT U FRAME SILL A Al W H °A CO)D AT EA. FRAME SILL d VEE • t4 TO AL) N- iAL) (14 AT FRAME SILL W DP ABOVE 70.0) t D• (8 AT FRAME SU W OP ADM 70.0) A 3. t� t• [4 4• } (C)8 AT t:A. BRAYS JAMS —( 1 0 (C)$AT EA. FRAME JAMB MAI{. ,' ISM GENERAL NOTE 03 At p4. (6tN[40•CJ 4 9f' -•1D3E GENERAL NOTE$9&g4. Mgt 4*9 °. �c�°c ICBmAESB} } 13 v4•ot. 7a rr. :_:rr}�:$ t3 vo•6G Z G3 ^ m is _,biz__/_• :D /'/ 1/+•D.0 / �{ -CD {; 13]/•ltC /� ° i'-- $i c 13 ur t1C 13 v DI» 13111'r Da " z o � jgq�p�� p � � a x � E.TWD ADWTtpIIAL ANCF�S REQUIRED ANCHOR ANCHOR 1. SPACING T HEAD A$ILL T L t"i T 4� 1.8AHE ANCHOR SPACIAL AT HERD&SRL E%i INT ASE NIXfESS y A pig pyp�9�}gf"��j ¢� lP AD3W viffiLF I��PSF WITT�T�AL> AVA &AT DNE�ETINDT RAM COR UNITTS WITH Do� AVARAB TIpNp4 � D XOX" YYINDQIV EA(IAt L.ITE DP ADDVE+/-7$PSF a TOTAL) f/I� ICAI.CROSS- CT30N I�TARS•A, B A BI'AT SHEET i3 �•��--IT,(a1_1,J �j w TEST UNIT SIZE, 111°X 63° &� T1ZONIW.Gtt�$-SECTION]{STALLS•C,D, E•AT SHEET eS Is�IE$s OX" )(EVErc ED�) 1N8TAtd•ATION FA3iTEN�D4 * 111'OVERALL FRAME WIDTH 1.SEE VERTICAL CROSS-SECTODi DETAILS•A,Al.B.6 81'AT SHEET 43 (A) !0 AT FRAME NERD 8.SEE HORIZDNTAL CIS-SECTION DETAIL$R,D,6 E•AT SHEET 44 (t4 AT FRAi03 HEAD IF DP ABOVE 70.0J t1W 1NTER[OR ORAME WIDTH (B)10 AT EA.PRAMS 8114 A Al ATE A s (14 AT nUE SILL IF DP ABOVE 70.0) ..- —I'�m AL1 -� :D• SERIES-8700 HORIZONTAL SLIDING WINDOW (C)8 AT EA,FRAME JAMB ., °'�-- ( °.�) FLANGE FRAME ELEVATIONS — L.M.11 oil i *SEE GENERAL NOTE#3&B4. 24 318 -'-Jm I - 1n t3 U•OC. ^ I w OjZ_ M•m tof Oz 0 PRODUGTREVOW �u g Ruw"Codo thOaPIw19D ANCFIOR t�41TES. �o • ,,t �V L SANE ANCHOR SPACING AT HEAD l4 SILL APPLIED WIS LIdE AND ARE AVARA�.E '7 '°0• .• ° 8. A Dig L REQUIRED T AS OPTIWtAL. T)0 fiOR ITM�t t<�ro AAL1 "XOX" WINDOW - UN-EQUAL TA FIt IN CROSS-$L•CTION DETARS'A,A! 8,A.3R•AT WEST 43 8.SEE H INS TAL CRDSS-SECTIDN DETARS•C,(1,6 E'AT SHEET 4D O 1/4' TAPCON W/ 1 1/4• STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4• MIN.EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 L ALL W00D BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 y B FOR MAX.FASTENER SPACING) 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX, FASTENER SPACING) a 1 1/8' MIN, 2. WOOD SUCK AND FRAMING (NOT BY LAWSON NOT y L DUSTRIES, INC. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED 4.0 f° D EDGE DISTANCE BY THE GLAZING SYSTEM ° ya L .b1 1 4• MIN.d ,a EMBEDof-MI.•.d 4• o. m d. 2X O•+1° MIN.. d ': fora' {,I A EDGE ANCE yyt{ dd b ' 1 1/4' y'� •� � EXTERIOR GRADE 12 1/4'MAX. �ll� SHIM SPACE 2% tit• PERIMETER CAULKING ftrP.> �ti•1$« p � A,r z 01t ° � �av��rar�s• SHIM SPACE ca 14 iS g TO BE APPLIED BY mp.) O wo (TYPJ W CLEAR SILICONE ADHESIVE N BEDDING COMPOUND EXTERIOR N INTERIOR x EXTERIOR INTERIOR A 1 A LAMINATED GLASS ALTERNATE DETAIL �B � 14 g � s b 7 WINDOW INSTALLATION NOTES: I. THE WINDOW FRAME FLAME TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER(TYP.) APPLIED WITH SILICONE B. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 2 II� SHEETS #4, RS,6 #6. BY OTHERS (TYP.) �• 9 • WHEN THE CAP BBTWBBN THL WWDOW FRANK AND THE BUCK OR 26 +j 26 10 9 32 13 i I NASONRY IS UM THAN 1/8',sHD(B ARE NOT RBQUIRBD. a S ANCHORS NOTE: O o �ri$•rrr ?•rf "Ar•"{ti' "' y ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1611111111111 PERIMETER CAULKING is: »ni..........:} CAULK 11 v?F:s�{v11`-3 1/4' ITH A MINIMUM OF 11 1/4E PENETRATION INTO WOOD OR S CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 'O •t b IIA,•MAX. ® A • 1/A'MAX. a••ti SHIM SPACE ., :A b 4--1 i!4° M! dSt`?YPSJPACE 4^.' '^.b . o4.a 1 1I4 MIN... (TYP J PesRt�p111RgyIBHD # , e EMB�IrDMEN7 da ° EMBE MENT, 4 Huitd#:g Colo C p O :',{<�••4d .a d.d 4' 'I '.,.a• d. � •• 44 d f a e O ,Q '••d d' I+j �i =i II 0.LLV1B_� p 'J .'1 ` 1 1/8' MIN. . w EDGE DISTANC /Pllllill It�i4®� O�j�ONAL $ILL INSTALLATION DETAIL AT °XO or OX° 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL CTYP.) s JIM BY OTHERS (7YP) NDUSTTRIES)BUCK T SUSTAIN LOADS BY IMP13SED N INTERIOR FINISH BY THE GLAZING SYSTEM q By OTHERS) � � .PT, WOOD BUCKS d 21 23 LAMINATED GLASS ' 014 S.M.S. W/ 1 1/4' $,,,1 P CE BEDDING COMPOUNDS 1�4•t4Ax' i"�•'r°" ° }t s MIN EMBEDMENT INTO WOOD a ,. tY ) INTERIOR CT CSEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) 2X 7 17 g 27 3 sys• ° 1/4' TAPCON W/ 1 1/4 1 1/4• I MIN.EMBEDMENT INTO CONC. Ci EM NT (SEE ELEVATION AT SHEET 02j FOR MAX. FASTENER SPACING) •fps 14 12 uc °••'O.e LEDGE l3 G a DISTANC M1/4`MIN. 141 *C <tt«i <tt« 17 8 -11 , EMB DegENT p ---°-- ---____..-�- ----^°--- ° ,a EDGE DISTANCE AISTAN. EXTERIOR WALL FINISH �,�• ti dd to BY OTHERS (TYP.) ti: 's`'j° P Y" t i °. x 'k.+k•t +s' ? z 4 pCtERIOR 18 19 11 ^�� EXT. GRADE 4•°a+••'a. STUCCO OVER METAL LATH NAILED TO 1 J,// 'a•, t'• EXTERIOR GRADE PLYWOOD SHEATHING E%T.GRADE PERIMETER To BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH A INDUSTRIES- NUT BY LAWSON DIMSTIES,INC.NC. Z PIHHERS 73' MAX. CTYPO WINDOW FRAME BUCK WIDTH T MAX. WINDOV FRAME FLANGE WIDTH ,. fit "10" WINDOW EQUAL LITE ( "OX" REVERSED ) 31 >1INIIOW INSTALLATION NMS: 8 T3 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. d GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) E. THE EXPOSED EXT.PERIMETER OF THE VINDOW FRAME TO BE SEALED WO AN APPROVED EXTERIOR GRADE CAULK 2 x1 BY OTHERS(TYP.) WHEN THE z g t I=BTHAN I/r,SHIMS ARE FRAME REQUIRED BUCK OR ,®�®®p0`9 .• 3 otAOOa Tb••.. �;�j B.• ��•• Rm nNCi•1°g N�TF-'' �•� �y ANCHORS TO HE 012 SNS OR VD SCREWS INTO WOOD, OR PRomicr RVAM tZ LOCK KLATCH. AND SWEEP) OPTIONS 1/4• TAPCONS or APPROVED CONC. FASTENERS INTO CONE., asoomps WITH'A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR � O 1. BOTH EMUDED ALUNINU I AND PLASTIC LIFT HANDLE CONC, (REFER TO LOAD TABLES FC QUANTITIES TITIES REQUIRED) Aootplmmam ,o LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CART AND NYLON CAM LOCKS ARE QUALIFIED ° FOR USE ON ALL WINDOWS. ®Bp '• 3. TWO (8) TACKS ARE REQUIRED PER EACH VENT, Bpi,!! lNli�j4B0`N� A # 12 X 1 3/4' S.M.S. 1 1/4' MIN, WOOD EMBED d $ (SEE ELEVATION AT SHEET #2 a FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE ::s PT. WOOD BUCKS c O S1/4 SPACE 21 2S (4 BEDDING COMPOUND LAMINATED GLASS ; 7• HIM ITYPJ `�✓/ 1/4•MAX. Q. M .°. 33 EXTERIOR SHIM SPACE -4{q a CTYPJ _ g 27 30 31 �,r °•' ' T� 1/4' TAPCON W/ 1 1/4' - W MIN, EMBEDMENT INTO CONC. •CSEE ELEVATION AT SHEET #2 14 t2 Ix FOR MAX. FASTENER SPACING) y B . 1/4• IN. 7,7, •MIN.M$EDM 17 $ 1$ N....--- ._ a ....... --- EDGE DISTANCE IS EXT. GRADE 4 EXT. GRADE CAULK y..•E+ r. w z WINDOW FRAME BUCK WIDTH �y F1 WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN-EQUAL LITE B 1V7ND06V_1I+(STALLATION L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. L GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS ITYPJ •WHEN THE CAP RETWLEIY TFGI PlIND09'P'AAIdE AND THE BUCK OR ' NASONRY IE um THAN 1/8",sms ARE NOT RERUOIED. I ANCHMM NOTE: ANCHORS TO BE #1E SMS OR WD. SCREWS INTO WOOD,OR WITH TA M NIMUM OF 11 APPROVD PENETRATION 114M WOOD OR it ,m�0� CONC.CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) v d'• �� PRoloucrRBvi" d C wmplYdmsdlht� 0 O�aOO � AC#cn! oB®PB�� i19{!Oe SIGN L FAD CA PA S -MFQrXO MAID WINDOW Jamb Anchors H&S Anchors +/. es Glass "A Glace "B' 2 Glass T C' * Glass 2 Glass "3 Glass " .3 WIDTH EIGHT + + t t + 0Sf +Ed 24 4 3 3 65.0 85.0 .0 85 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 85.0 65.0 6510 70.0 70.0 70.0 70.0 80.0 800 $0.0 80.0 48 24 3 1 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 60 24 3 6 65.0 65.0 65.0 8510 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 3 6 68.0 65.0 65.0 6510 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 4 NO 85.0 65.0 65.0 70.0 70.0 70.0 70.0 $0.0 80.0 80.0 80.0 36 38 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 6510 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 so 36 3 8 85.0 65.0 85.0 65.0 70. 70.0 70.0 76.0 80.0 80.0 80.0 80.0 72 38 3 6 85.0 85.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 800 80.0 24 48 4 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 80.0 80.0 36 48 4 4 1 65.0 66.0 65.0 65.0 70.0 700 70.0 70.0 80.0 1 80.0 80.0 80.0 48 4$ 4 a 1 854 66.0 65.0 85.0 '--7-0-F- 70.0 70.0 70.0 Sao $0.0 $0.0 $O.o 80 48 4 8 65.0 .0 65. 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 48 a I 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 800 80.0 80.0 80.0 0 6610 760 7QO 965 solo 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 $0.0 80.0 80.0 48 60 5 6 65.9 .0 6510 no 70.0 700 70.0 70.0 80.0 80.0 80.0 80.0 60 80 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 5 8 .0 .0 85. 0. 70.0 - - - 28.5 26 3 4 65.0 864 65.0 no 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 28 3 4 65.0 65.0 66.0 m.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 28 3 8 65.0 65.0 65.0 65.0 7a0 700 70.0 70.0 80.0 Sao 80. 800 74 28 3 8 6510 65.0 86.0 66,0 70.0 70.0 700 70.0 80.0 80.0 80.0 80.0 3 5 4 4 0:6 .0 A 37 38.375 4 4 65.0 6510 65.0 no 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 8 0 80.0 80.0 74 38.375 4 8 65.0 85.0 no -65.0 70.0 70.0- 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 �.0 6 70.0 700 70.0 70.0 80.0 80.0 80. 80.0 625 5 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 $0.0 63.125 50.825 5 85.0 W. 65.0 .0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 5 8 .0 65, 7 $ 26.5 58 5 4 654 6610 65.0 .0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 65.0 65.0 65.0 .0 700 70.0 70.0 70.0 80.0 80.0 80.0 60.0 53.125 58 5 6 65.0 65.0 no no 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ! 74 58 5 8 85.0 65.0 65.0 6510 10.0 70.0 70.0 70.0 80.0 80.0 0.0 60.0 6. 63 6 4 85 0 65. .0 70.0 7 . 0. 80. $ .0 8 0. 37 63 6 4 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 .0 80.0 53.125 63 6 85.0 65.0 85.0 85.0 700 70.0 70.0 70.0 50.0 80.0 80.0 80.0 74 63 6 8 65.0 85.0 85.0 66.0 6510 70.0 - Notes 1.) SEE SHEET a FOR OLAZINa TYPES, DETAILS & SILICONE OPTIONS. 2.)STANDARD BILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH CLASS TYPE$ 'A, H. C. & D--) 3.)SILL WITH RISER ADAPTER ARE.FOR WINDOWS ABOVE +70.0 DP �e / / (WlNaows WITH aLAR TYPES °E &F%AND +sO.a DP NAX ADDITIONAL ANCHOR RRUIRED AT FRAME HUD & SILL ON e/ WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.)WINDOWS WITH OLASS TYPES -A, C. OR 0-INSTALLED ABOVE SOFT, IN THE mm, THE I.O. EXTERIOR LITE SHALL BE TEIemm. Elm ,m8 d r Plo � ILL RISER - DPTINNAL No t 0 APPLIED VITH OPTIONAL FOR DP ABOVE +70.0 PSF' I � C+20.0 DP MAX. d Sl LOAD CA PS - - S w n u® a /4- A +/.Pressures e� FR.-A 12 Jamb #H&S GlaseType"S" 2 lase T e' (*2) s e (*2) ass Type" *3 ass Type"F"(* Glass Type"G* * WI. T HEIGHT Anchom Anchors +tisf + -oaf + -DO +Dsf Of +oaf -Daf +Def - 60 24 1 3 7 80.0 9.0 80.0 80.0 65.0 75.0 T 75.0 62.0 52.0 5.0 76.0 72 24 3 7 801.0 80.0 80.0 89.0 8 .0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 84 24 1 3 8 80. $0.0 80,0 .0 8 .0 5.0 .0 5.0 52.0 52.0 .0 7 t a d 96 =36 10 89.0 0.0 .0 80.0 8 .0 7b. 85.0 5.p 52. 2.0 65.0 75.0 ^3 108, 11 65.0 5. 0 .0 78.0 a; , 60 7 80.0 80.0 0.0 80.0 0 5.0 85.0 75.0 52.0 52.0 5.0 76.0 ' 72 7 80.0 80.0 .0 80.0 .0 75.0 65.0 75.0 62.0 62.0 65.0 5.0 84 8 70.0 75.0 70.0 75.0 .0 75.0 851 75.0 52.0 52.4 85.9 5. 96 10 70.0 75.0 70.0 75.0 68.0 75.0 $5.0 75.0 62.0 52.0 65.0 75.0 r D 108 36 3 11 - - 62.0 52.0 .0 75.0 65.0 76.0 52.0 52.0 66..0 76.0 60 48 .4 7 70.0 75.0 70.0 75.0 0 76.0 65.0 76.0 fit. 52.0 66.0 7 .0 72 48 4 7 70.0 76.0 70.0 75.0 66.0 75.0 65.0 75,0 5 .0 52.0 86.0 75.0 $4 48 4 8 62.0 52.0 66.0 76.0 65.0 76.0 52.0 62.0 66.0 75.0 98 48 4 10 52.0 62.0 8 .0 75.0 65.0 75.0 52.0 52.0 76.0 108 46 .4 11 52.0 52.0 85.0 75.0 65.0 75.0 52.0 82.0 66.0 75.0 0 b T 2.0 2,0 M 0 76-,-U- 65.0 75.00�3 80 6 7 52.0 .52.0 76.0 65.0 76.0 52.0 52.0 .0 76.0 o Q 84 60 5 0 62.0 .0 76.0 85A 7 .0 52.0 62.0 75. x 98 60 5 10 - - 52.0 52.0 5.0 75.0 65.0 75.0 52.0 52.0 85.9 76.0 108 8 5 11 - - 52.0 52.0 .0 7 .0 65.0 75.0 62. 52.0 65.0 75.0 74 26 3 7 80.0 80.0 0. 60.0 .0 75.0 65.0 76.0 62.0 2.0 6610 .0 CO a 74 38.376 3 7 60.0 80.0 80.0 80.0 .0 75.0 65.0 75.0 52.0 52.0 65.0 MD �1 74 50.625 4 70.0 75.0 0 5.0 66.0 .0 65. 75.0 10 62.0 6b 75.0 74 $ 7 2.0 52.0 65.0 7 .0 66.0 76.0 62. 52.0 8 0 5.0 74 83 5 7 52.9 52.0 65.0 75.0 66.0 75.0 52.01 52.0 65.0 75.0 79.5 28 3 9 r .62.0 52.0 66.0 75.0 65.0 5.0 52.0 52.0 65.0 75.0 79.5 38.375 4 2.0 52.0 .0 75.0 65.0 76.0 62.0 52.01 85.0 76.0 79.5 50.62 4 9 52.0 52.0 85. 7 .d 65.0 75.0 62. 52.0 65.0 75.0 79.5 58 5 8 52.0 52.0 85.0 7 X 65.0 75.0 62.0 52.0 65. 76.0 79. 63 5 9 52.0 52.0 66.0 75.0 66.0 7fi.0 52.0 52.0 65.0 75.0 018. 5 2 1 A -0 7 . 2. 75. 106.25 38.37 4 19 62.0 52.0 .0 75.0 65.0 76.0 52.0 52.0 65. 76.0 106.2 .626 4 11 52.9 2.0 66.0 75. 66.0 76.0 52. 52.0 65.0 75.0 106.2 58 5 11 - 52.0 52.0 66.0 75.0 85.0 76.0 52.01 t2.0 85. 75.0 108,25 63 5 11 52.4 2.0 0 75.0 86.0 6.0 2.0 66. 75.0 11 28 9 5. A ' 111 38.375 4 11 2.0 62.0 66.0 75. 6 .0 75. 2.0 85.111 60.825 4 1 52. 52,0 66 0 75.0 65.0 d 52.0 75.0 1 58 62.0 52.0 65 0 75. 66.01 71 52.0 65. 75.0 11 52-U 85. b. 0 0 ®ee ♦i 5 e fi.d a if �T�� /* amide a ®' ti''�,�'b „L 0 SEE SHEET 9 FOR GLAZING TYPES, DETAILS&SILICONE OPTIONS. Id1�8 m - 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A, H. C. & D7 �p SILL RISER - DPTI[INAI 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP %�' '%�' %/' t APPLIED WITH SILICONE ONAL (WINDOWS WITH GLASS TYPES "E. &F) AND +80.0 DP NAIL. /% /% /% I I FOR DP ABOVE +70.0 PSF ' per ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD&SILL ON % 2 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) Q� t` (+80.0 DP MAXJ B+®♦r�'••pt••`1g1�0 4.)WINDOWS WITH GLASS TYPES "A. C. OR 0"INSTALLED ABOVE SOFT. IN THE HVHZ, THE L.G. EXTERLOR UTZ SNALL Be TEMPERED. gp7( Lin-yawl Lite 0 DESIGN LOAD CAPAC171'(PS -XOX WhYDOWS wl#b Equal Ufa 1/3-i/3-113 +/-Preastosea(pall _ F .. ME S17E #Jamb #H&S Glass "9" 2) Glass TV a"C" 2 Glass T "Y" 2 Glass T "E" "3 Glace T "R"("3) i Glass T "G' 2 ° WIDTH Hg WT Anchors Anchors + t + e¢ 1655.0 + + e 60 24 3 7 80.0 solo 80.0 80.0 65.0 76.0 76.0 52.0 520 65.0 75.0 t s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 76.0 52.0 52.0 65.0 75.0 ° e i b 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 85:0 76,0 76.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 . 75.0 520 62.0 65.0 75.0 84 38 3 9 62.0 52.0 66.0 76.0 65.0 75.0 52.0 52.0 65.0 76.0 ' 60 48 4 7 - - 52.0 520 85.0 75,0 65.0 75.0 52.0 52.0 65.0 . 75.0 72 48 4 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 76.0 84 48 4 1 9 - 62.0 52.0 65.0 75,0 65.0 76.0 52.0 52.0 65.0 76.0 0 a 6o 60 5 7 52.0 52.0 66.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 85.0 76.0 52.0 52.0 65.0 76.0 84 60 6 9 - 52.0 52.0 66.0 75.0 65.0 75.0 62.0 62.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 760 65.0 76.0 62.0 52.0 65.0 75.0 df 53.126 38.375 4 6 80.0 80.0 80.0 80.0 66,0 75,0 66.0 75.0 62.0 52.0 66.0 75.0 ns ° 53.125 50.625 4 6 70.0 75.0 70.0 75.0 66.0 75.0 65.0 76.0 520 52.0 65.0 75.0 x iC 53.125 58 5 6 - - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 6510 75.0 53.125 63 5 6 - - 62.0 620 85.0 75.0 65.0 76.0 62.0 52.0 65.0 75.0 74 28 3 9 80.0 80.0 80.0 80.0 65,0 75.0 6510 76.0 52.0 52.0 6610 76.0 q 74 38.376 4 9 52.0 52.0 66.0 75.0 65.0 75.0 62.0 52.0 65.0 75.0 F 74 60.625 4 9 - 520 520 1 65.0 .76.0 66.0 76.0 52.0 52.0 66.0 75.0 74 68 5 9 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 74 63 5 9 - - 620 62.0 65.0 75.0 85.0 75.0 52.0 520 6510 75.0 79.6 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0' 65.0 76.0 620 52,0 66.0 75.0 79.6 38.375 4 9 70.0 75.0 62.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65A 75.0 79.5 50.625 4 9 52.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.6 68 5 9 - - 52.0 520 1 66.0 75.0 85.0 76.0 520 520 65.0 76.0 79.6 63 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 76.0 70.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 76.0 84 38.375 4 9 70.0 75.0 52.0 62.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a it 84 60.625 4 9 - - 52.0 52.0 65,0 75.0 65.0 76.0 520 52.0 65,0 75.0 84 58 5 9 - - 62.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 1 5 9 - - 52.0 520 I 65,0 76.0 65.0 1 76.0 620 62.0 65.0 75.0 Notes I.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. p°B' A 2) STANDARD SILL USED ON WINDOWS WITH +70.0 OP AND BELOW (WINDOWS WITH GLASS TYPES -A. B, C. & D") � 20 SILL RISER - OPTIONAL � ~ 0 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE 470.0 DP �� 1� •� 1 t APPLIED WITH SILICONE e. 4."� (WINDOWS WITH GLASS TYPES "E. AND +80.0 DP MAX. ��' �� 1 FOR DP ABOVE +7U PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD&SILL ON I t+80.0 DP NA%) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SKEET S OF 10) i s 4.)WINDOWS WITH GLASS TYPES "A. C. OR 0" INSTALLED ABOVE SOFT. ®A t IN THE HVHZ, THE L0.EXTERIOR UTZ SHALL BE TEMPERED. mtc-deuat ttte a 3 19 ALUMINUM MULLION MB,L18 3,14*SJLS. 5-8700 F D F MAT IALS va pa SEE LMU MULLION APPRDVALS�L C3�a.ErAnoN Ar S T 92 I=d PART j MV. DESCRIPTION BSltAB88 i>G a. •SLLIW9a ID-Tt '+ OESWN PeE$SURE LIMITATIONS, FOR A13 FS FOR 9PNTIT/IMO 1 L-7703 I FRAME HEAD 6063-T6 ALUMINUM 1$� DP TAMES FDR QUANTITI7 444 --MIQ4rNEAD 9731 (ALUVL 0.078'MM.TH CX) 8 L-8701 1 FRAME SILL 6063-T6 ALUMINUM w y • TRENICM aPECTgtDe 8 NOTE:THE LOITER PRESSURES OF 3 L-7701 I FRAMC FXD,JAMB 6063-TG ALUMM M M BLA2 mmum_ - THE WINDOW OR NULL$HALL GOVERN INTERIO 4 L-7704 I FRAME FIXED MIEETING RAIL 6063-T6 ALUMINUM TYPE a TFBIt am DBoiaPTlpM DETAIL yMlNARe Dl1B�PtION $ L-770.9 ! VENT MEETING RAIL 6063-T6 ALUMINUM � .` 4 w I ve•MCYEALED SASE '' 6 L-7707 I VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 8 NW PLASTTO DampAVeR � or-Lau rla A- 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM � 118'A.9EA9LaD Ass aka 9 L-"06 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-870E I FRAME SILL TRACK 6063-TS ALUMINUM i9B11 1 am"alSOaRiPRION DB7AIL GKIMAYB O PTION 10 L-870$ I FRAME SILL RETAINING CLIP 6063-TS ALUMINUM � i Tie•NEAT-STRRmHIENKD BLASS .._-.-_____ 11 L-7708 AS REG-D. GLAZING BEAD(3/8- > 6063-7$ALUMINUM @ 0.096•PLASTIC INTERLArCR 8U4ACITE PVB 3 VB•x[AT-S QLABB — W"-oupmr 18 FS-006 AS REQ-D. FRAME ASSEMBLY SCREWS D8 X 3/4•P.H.PHILLIPS EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQ0. INSTALLATION SCREWS G14 SMS F.KMI4IL PERTER CAULKING A - IMff EXMRIOR 14 L-7531 AS REQ'0. VINYL BULB 1/4•DIM. BULB 03033 - "a MOAB3 DHeampm 401 omm yMWA7e DIDi M 18 PVS-003 AS Raab. FIN SEAL WEATHERSTRIP ,187• w x 23W h y '^T' F'NE MULLING fh�ETAIL 16 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187• w x .350' h Z { VB•l PLASTIC AV i SArU09 CEBPSAPa @ O✓390-PLASTIC INrEW.ArE gl„.g�Una. 17 PWS-009 AS RE(•A FIN SEAL WEATHERSTRIP .187•w x.310°h ayBBI 3 118'1p:AT-aTREN6xTtNEp O2i6' 18 L-7711 AS REWD, GLAZING BEAD( INSULATED) 6063-TS ALUMINUM mu Olaea®1�Irillm .UTAM laim B SEE MULLION .��. 19 PWS-001 AS REQ'0. PILE 1.1-GLAZING HEAD .187'w x.tSO'h 04 EEER � 0!910.PRESSURE L6WTAPONS. 20 L-6706 AS REWD, SILL RISER ADAPTER 6063-T$ALUM.-OPTIONAL H qy I 116•ANWEAM$D f9.A68 BUTAClT6 P" NOTE;THE LOWER PRESSURES OF E! L-7539 8 VENT EXTRUDED SPRING LATCH 6063-T$ALUMINUM C t3 8 "w PLASTIC BVIEMArER Dy,.p T. THE WINDOW OR MULL SHALL GOVERN 3 VP!!!g O MASS asr 1/4' NAIL @ 12$DAL X 1.1/4-L. 28 HC-087-1 8 VENT MOLDED SPRING LATCH MOLDED NYLON � r, SHIN (eLr ELawnMx AT giEET g2 83 L-7$83 I x LATCH LATCH SPRING STAINLESS STEEL a� I9 18 INTERIOR FOR 'FASTEMRR�'A0°'�} 24 x 8 SILL/JAMB JOINT GASKET 1/16•CLOSED CELL FGAM �l 25 FS-041 8 SILL RAIL ASSEMBLY SCREW 68 X 8 1/4-PR/PlUL. 4 26.1 MC-044-1 8 I WEEP FLAP S. BAFFLE x -SIII*=m+mmsn 86.E HC- 1 X VEEP OPEN CELL FOAM PAD V@•X 1/E•X B•L Dow cam=699 33 18Tm E7 FC-040-1 2 SASH ROLLER 6 HOUSING r UEPTx 88 HC-086-1 1 SCREEN FRAME 6 MESH r 8 A 89 x I ATTACHMENT SCREW 8 CLIP 48 X$/8' S.DS. nu Oyes DDBB06IPnIN 1AMMiP6 � 30 HC-058-1 8 VENT SWEEP LATCH MaLDED NTLON � �( I Wr°�^-p"MASS 33 NC-059-1 8 VENT SWEEP LATCH Dig CAST METAL Lg1 $ 8 0890•PLASTIC IN1EKAMTR ,vr SAFLEX PVB PERIMETER WINDOW FAME NOTE: 3E L-6830 X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM R 3 VB•VISt LBD GLASS - _ "I1" B7`•ffi'Irty SEALANT EXTERIOR I A�.I.SrEa�PaWRO OR�ATED. 33 x 8 LAMINATED GLASS See Dekaas a L.H.of$heal 9 4 VW A ALED AIR SPA*¢ 2.METAL STRUCTURES: 34 ■ AS REQ'D, GLAZING SILICONE See DoWs R LH of Bheti 9 8 1/8'ANNIDALED BLASE M A)STEEL:Fy-38 KSM WN. (STEEL 18 OA.MN,THICK-0.0487 OPTIONAL AS REM COLONIAL FALSE MUNTIN ALUMINUM TTSY al IN D D L DS'TAB. WaNATB 8)ALUMINUM:80$3-TO MIN, 36 SM-5504 AS REWR JOINT SEALANT x I f18'AN@4"ossc GLASS (ALM 0.078-JAN.THICK) 37 x AS REWD. PERIMETER ACRYLIC CAULK OSI POLYSEAMISEAL � 8 4896•PLASTM W=Aym 'any PvS E1 MM AL $TRIIM-"TTIR-4�' ATTACI'IMEIII9' n' AI. 3 IAT•ANNEALED mm Br.0LgVv • 111 e V4•INIBULATSD AIR V= 9 ANNE ED aLAS6 trN A oac ,,®A�eve •ue•ei'/�!`�O✓ Fm GLASS asca 11 ID1 ON= IAYB(A9R gommqm d1� Q a•W 1 118•FffAr-aTBLRmRENEp GLASS T a 0.990•PLASTIC W Arm OiP PVB p� PtaTlda 's !* 3 VB•HEA4-STRCNMXTENEO aum Br-�T- (7090 y 9 V4•INBIAATEO AIR SPRCE No O B 118•AWALED MASS WAN E#@II81I0aDsto e eeaeeeen•ee <e)vDMDDVe ViTx MASS TYPES•A-C-BR B•lNaTALLEb ABOVE 30'T. O to THE HVM THE L6 EXTERIOR LITE SNWA K TEMPERED 8 !� f'iip1B{ GLAZING DETAILS AND OPTIONS ,� FRAME HUD Ixso-- FRAME FIXED JAMB SILL TRACK FRAME Java L-7701 L-6702 (D e CO ® Q FRAME TOP CORN R m I.eBS � 2849 90t �e��°m Q L� SILL ORE RETAINING CLIP e6at —.� z t9 A 7 G van Mp RNL FRM9148Q 9 if L-8701�� L-8703 L4 JAMB 1� � n4 VENT 70P CORNER FRAME 130TTOM CORNER —_. MMM FW: [� FaaE u /AEETatti T $ 9374 VENT�PRING LATCH \.9Da \ laaule a1_i C? � 4!{ Lsa .a9 21 ' 9.843 VEW JAMa.Rao 4. 1233 VEaff t�!r Jan VENT INTERLOCK RAIL FIXED MEETING RAIL O L-7704 VENT TOP/BOTTOM RAIL L-7707 yI� 5 ,gyp O vm awmm au� FRAME 311E / MEETING atl �.rc and A89 8.088 � t378 VENT ROTTOM CORNER 479 1.984 -Me FRAME & SASH CORNER ASSEMBLY DETAILS g VENT JAMB RAIL SILL ANCHOR CLIP SILL RG4ER gglOilili L^7708 L-8830 GLAZING BEAD ADAPTER O S2 GLAZING BEAD L-7711 L-8708 . .189 -094 i 1 •� e OD pROOUCi R817S� 1.490 L90 acamp)yingwN481aFloddd ' LSD OuildiCodb e� •, am 2794 1 AOaoP !q o�s ••o yai nY ®e®g®dp SOIL p�j yg3g .773 .773 .0.YD h 4 ism MIAMI-DADS t0UNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITT W,4 EKVRWNME?iT,AND REGULATORY 1 1801 SW 26 Sheet,Rom 208 AFFAIRS(PERA) Muni,Flerlts 33175-2494 BOARD AND CODE ADMINW-MTION DTi WON 'T(786)313-2590 F(786)315-2599 NOTME OF ACCEPTANCE (NOA) wWW.,n1a Inc. W81 StIreet Me q,FL 331" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami Dace County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miarni-Da&County Product Control Section(In Miami Dade County)and/or the AH3(in arm odor than Miami Dade Con y)reserve the.right to have this product or material tested for quality assurance purposes. If this product or material €ails to perform in the accepted manner,the'manufacturer will incur the expense of such testing and the AHJ may immediately revoke;modify,or suspend the use of such product or material within their jurisdiction. PERA rem-m fire rrgdat to revoke this acceptance, if it is deem pined by Namii Dade County Product Control Section 69 this product or material fails to meet the requirements of the applicable building code. This product is approval as described herein,an ly with the Flafi& uilding Code,including the High Velocity H e. D�'TION:Series"32W Oar Aluuninum Casament Window— APPROVAL DOCUMF T:Drawing L32 1,tided.-Series-3 Im�t casement Window",sheets 1 through?a€?,dated 8?/2? 1/20112,�by manufacturer,signed and sealed by Thomas J.Solos,P.E.,bearing the Miami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Mian&Dade County Product Control Section. M SS1LE IMPACT RATING:imv lie I t ReAtent LABELING:Each unit shall bear a permanent label with the manufacturer's now or logo,city,state, model/series,and following statement"Miami-Dade County Product Control•Approved",unless otherwise noted herein. RC4EWAL of this NOA shall be considered i a&-r a renewal application has been fled and there has been no change in the applicable building code negatively affecting the pm formtance of this product. TERA+ WATION of this NOA will occur after the expiration dale or if there has been a revision or change in the materials,use,and/or manufacture,of the product or process.Mlsuse of this NOA as an endorsement of any fit,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. AIl► : The NOA number pmeded by the 'words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,treat it shall be done in its entirety. INSPE MON:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-1020.09 and consists of this page 1 and evidence paga E-1,E•2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peres,P.E. NOA No.12-0127.21 >xpiratim Date: March#4,2014 �1 APpmval Bate: March 29,3012 Page 1 Lawson Induus&1m Inc. NOTICE QF ACCEPTANCE: EVIgENCE SIJBI ITTED A. DRAWINGS 1. Auntiacturces die drawings and sections. 2. Drawing No.L32004801,Sheets 1 dwough 7 of 7,titled"Series:3200 Qutswing Impact Casement Window",dated 07/27/08,with revision A dated 01/20/12,prepared by manufacturer,signed and scaled by Thomas J.Sotos,P.E. B. TESTS (All sulsmbW under plus.N OA #0-1020.08) 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 n8 alo with marked-up stallation and in of am Ties 3200 outswing F aluminum went window,X configuration,w/5/16"ann.lami glass w/PVB iarninate by DuPont,Test Report No HET14M-2099A,dated 07/i0108,signed and sear by Candido F.Font,P.E. 2. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 owing al irnmumr casement window,X configuration,w/5/16"ann.lami glass w/PVB laminate by DuPont,Test Report No.HETI-W2099B,dated 07110/08,signed and sealed by Candido F.Ford,P.E. 3. Test reports on: 1)Large Missile hnpact Test per FBC,TAS 201-94 2)'Cyclic Wind Pr6ssure Loading per FBC,TAS 203-94 along with marked-up drawings and-insstalladon dugram*of a series 3200 outswing aluminum dement window,X cxtrrfiguration,w/5/16"ann.lami glass w/PVB laminate by Solutia,Test Report No.HETI4)-2100,dated 07/10!08,signed and sealed by Candido F.Font,P.E.' 4. Tent reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with raked-up drawings and installation diagram of a series 3200 outswing aluminum msemmt window,X configuration,w/5/16"HS lanai glass w/PVB laminate by Solutia,Test Report No.HEn48-2181,dated 07/10/08,signed and sealed by Candido F. Font,P.E. 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casementmindow,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.IIETI-48-2192A,dated 07/10/08,signed and sealed by Candido F.Font,P.E. Px Product NOA No.12-0127.21 Rqdradw Daft March.%2414 Approval Daft March 29,2012 L-1 ' 1 J I Lawsaa lndastries.,lnc. NQTICE OF ACCEPTANCE; EVIDENCE SUBbOTTED B. TESTS (All submA*d under preWan NOA #0&1020.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of a series 3200 oufswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HlET14)-2102B,dated.07/10/08,signed and sealed by Candido F.Font,P.E. 7. Test report on:.1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum t.rsitdow,.XX tnfiguratton,w/5/16"HS lama glass w/SGP laminate by DuPont,Test Report No.HET14W2MA,dated 07/10/08,signed and sealed by Candido F.Font,P.E. & Test report on: 1)Large Mile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with ranked-up drawings and buftHation,diagram of a serieg 3200 outswing aluminum casement window,XX configuration,w/5/167 HS lami glass w/SGP laminate by DuPont,Test Report No.BET14&2097B,dated 07/10/08,signed and sealed by Candido F.Font,P.E. 9. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with markedup drawings and installation diagram of a series 3200 out aluminum casement window,XX configuration,w/5/16'HS lami glass w/SGP laminate by DuPont,Test Report No.B +'T14W2143A,dated 07/10/08,signed and sealed by Candido F.Font,P.E.. 10. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HET14W-21038,dated 07/14/08,signed and sealed by Candido F. Font,P.E. 11. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with ana imdrup.:drawings.and installation diagram of a series 3200 outswing aluminum casement window,XX conf guration,W/5/167 ann.lami glass w/PVB laminate by Soluda,Test Report No.HM48-2104;date.07/10/08,signed and pled by Candido F.Font,P.E. Pmad Control NOA No.12-0127.21 EspiraNvn Date: Awa 44,2414 Approval Date: Mauch 292812 E-2 1&w-m-a Ind st ies.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (AM subntWed under prevkm NOA#08-100.08) 12. Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with markedup drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"am lami glass w/PVB laminate by Solutia,Test Report No.HET 442105,dated 07/10/08,signed and sealed by Candido F. Font,P.E. 13. Test reports on: 1)Large h4iissile Impact Test per FBC,TAS 201-94 2)Cyclic Armd Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 3200 outswmg aluminum casement window,XX configuration,w/5/16"HS lami glass w/PVB laminate by Solutia,Test Report No.HETI4OS-2106,dated 07/10/08,signed and sealed by Candido F.Font,P.E. 14. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum caement window,XX configuration,wn1l6"am. lami glass w/PVB laminate by Solutia,Test Report No.HET 442125,dated 07/10/08,signed and sealed by Candido F.Font,P.E. 15. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation anagram of a series 3200 outswing aluminum casement window,OX configuration,w/5/16"HS lami glass w/SGP laminate by"otd,Test Report No.HETI4OS-2131A,dated 07/10/08,signed and sealed by Candido F.Font,P.E. 16. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,OX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HET14)&2131%dated 07/10/08,signed and sealed by Candido F.Font,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2004, prepared by manufacturer,dated 10/01/08 and 01/30/09,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM E1300-98. Nianad Pqr4w.1g. Product Control AmAiner NOA No.12-0127.21 Expiratim Dow March 04,2014 Approval Mare b 29,2012 19-3 Lawson b-dowries,Inc, NOTICE OF ACCEPTANCE:EVIDENCE SUt61i+IWED D. QUALM ASSURANCE 1. Miami-Dade,Department of Permitting,Environment,and Regulatory Affairs(PERA), , E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--U24.02 issued to E.I.DuPont DeNemoars&Co.,Inc. for their`DuPont SwtryGIas@ Interlayer"dated 08125/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-"24.01 issued to E.I.DuPont DeNemaurs&Co.,Inc. for their"DuPont Butaeite40 PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued.to Solutia,Inc.for their-Saftex aad Vanceva clear and color interlayers"dated 05105111,expiring on 05/21/16 F. STATENHUM 1 I. Statement letter of conformance,complying with FBC 2010,dated January 25,2012, signed and sealed by Thomas J.Sotos,P.E. 2, Statement letter of no facial interest,dated October 1,2008,signed and sealed by Thomas J. Sotos,P.E. {SubmMed under previous NOA No. W]02&08) G. OTHERS 1. Notice of Acceptance No.08-1020.08,issued to Lawson Industries,Inc.for their Series 3200 Outswing Aluminum Casement Window-L.W.,approved on 03/04/09 and expiring on 03/04/14. IA ll�nuei Produet Conhol NOA No.1U127.21 Expiration Date: March 04,2014 Appr"W Date: March 29,2012 E-4 A1�HIRSe tz 1 W 3 AT FRAME HEAD us.tLR ANCHOR CLUSTER CO 3 AT FRAM SILL A Al SHEET ANCHOR CLUSTER AN�HOR� SEE DETAIL T AT DETAIL #4 AT tD> I AT EA FRAME JAMB q CA)ANCHORS.AT FRAME HEAD tFRANE SILL TYPICAL) tN 6 AT FRAFR HEAD A E 713E PICAL) (D))4 6 AT AT FA FRAME JAMB t�4 AT EA,PRAMS,JAMD �- ; 38 A Al mmqq 38 ' 38 L•/ IMAR / Al A A wo '4 4' $' I1 Ot$Go�+nFmld. Y 4"4" vr�sa AMD ARE V/ 37' 74. (TTp of 09 fixed AVARMLE AS OPTIDNAl. W " W FRAME D H WINDOW FRAME WIDTH Camme) WINDOW FRAM WIDTH "X ELEVATION "XO" ELEVATION - (OX reversed) "XX" ELEVATION EKT.a tNT.FALSE Crn.teu. (LIMITED TO LOADS ON SHEEP 5 OF 7) (LBH'►`ED TO LOADS ON.SHEET 5 OF 7) {UMIMD TO LOADS ON SHEET S OF 7) ui BDA �I SERIES-3200 QUT WING CASEMENT IMPACT AYA& As up General Notes TDO�V APPROVED NI�EVATIOT. 1.)THIS WINDOW SYSTEM IS DESIGNER AND TERM TO COMPLY WITH THE • I RHE OAP b 011 7 BDIDOW FRAME AND THE BOCK OR REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH ��U�►THAN 1/6°,SHIMS ARE NOT REQUIRED. IS�AACCT ANT AAND,t(M�NOT REl)U�SHUTTERS. PRODUCT gNCHnR3 NOTL: 2.) 1X or 2 X WOOD BUCKS SHALL HH RMALum AND ANCHORED So THAT THE ANCHORS TO BE #12 SMS OR WIL SCREWS 114M WOOD, OR BUILDING 081379 THE SUPERWOM LOADS IN ACCORDANCE WITH 1/41 TAPCDMS or APPROVED CONC.FASTENERS INTO CONIC., ROQUIREM&NT8 OF SOLO F.B.C. &TO BE REVIEWED By BUILDING OFFICIAL WITH A MIN"IN 1 1/4' PENETRATION INTO WOOD OR S.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC.OtEFER TO LOAD TAMIS FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS,AND THE NUMBER OF ANCHORS REQUIRED,AS SPECIFIED ON THE LOAD TABLES AT SHEETS S&8. 4.)ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINO'S ARE TO B& &NGIN&ER&A ON A SITE SPSCIFIC BASIS. UNDER SEPARATE APPROVAL AND Dwlatiel0aodtTe TO Be REVIEWED BY BUILDING OFFICIAL. Lie 8.) 830 SHEET Q3 FOR BILL OF MATERIALS AND DNTAOS. 5.)SEE SRB&T &8 FOR GLAZING DETAILS&OPTIONS AND CHARTS FOR MAX I)ZSITC PB�SUBEB. 7.)WOOD BUCKS IN CONTACT WIM CONCERT&MUST BR PRESSURE TREATED AND ANCHORED (8Y OTHERS).PRIOR TO WSW R1S'TALI ATION.TEES SHEET 1/2 FOR DETAIL&NtFP13S) ,, ei"4 ., 10 v� �� - M 5.) MATlUt1A48 INCI.IIDINO BUT NOT LB97&D TO STFS1.SCREWS, THAT COME INTO ♦ `rqv/ CO ACT WITH OTH&R DI9SIMIEAR MATERIALS 81IAL4 MEET THE RIIQUIREMSNTB ��.j` 3• ♦♦ sst" OF 2010 FLORIDA BUILDING CODE SECTION 2008.5.4 AND/OR SECTIONS B ,T�: y F��S�♦r PH NO.�( MO-dw B.)Oft &DPP.FALSE COLONIAL BUNTWS AM OPTIONAL&AND ARE APPLIM W/SILICONE D4NOe��t o� 10.) FRAME SIM ANCHOR CLIPS TO 82 MBASURSD FROM THR INSIDE EDGE OF THE WINDOW FRAME * °mO iwt o1e° )1°11 �Wa1nw a Awwa,k AND TO HE LOCATED WITHIN A+/- 1/2"TOLERANCE. yA Lem TOTAL OF ANCHORS REQUIRED A SIJ 70 8E THE SAME AS FRAME BEAD. OF N.ERASO w Series: 3200 Outsw(ng Impact Casement Window It.)SEE SHEET 6 4 OF 10 FOR FLAl10E PERDIEP&R CAUUt/tN8TA1 LATtON D&1AI4 A �� imnrae�w e.i ►�' GENERAL NOTES & APPROVED ELEVATIONS (X. XK. NO or OX) 18.)EXT. &INT.FALSE COLONIAL MUNMIS ARE OPTIONAL&AND AM APPLIED W/SILICONE '<• �'da�)Q' tnw A mare IeaMt 1 AO0`►maafw7 L31Mb-0501 ell.t 1�1 NHgii I S/N• ALL P.T.WOOD BUCKS 1 Mir 6 14 S.M.S. or WD. SCREW W/ v e 1/4• TAPCONS W/ Dt Aea� ENGINEERED SEPARATELY n 1 1/4• MIN. WOOD EMBED a� 1 v 1 1/4' MIN. CONC. & TO BE REVIEWED EMBEDMENT BLDG OFFICIAL * + e v e 3 L WOOD BUCKS ~. v ENGINEERD SEPARATELY 47 1 ) t STUCCO ��,"iiy0. Isyty. & TO BE REVIEWED STUCCO 1�;• :C�I• °' b METAL LATH :ate (BY OTHERS) u•.• t r,I.'� 4 BLDG. OFFICIAL CTYPJ (BY OTHERS), s .. a`V > ° &*STUCCO 4 R�1 4 t t/4• CUT OTHERS) b g0 47 t t 4• ;4 0 omt.DAM 2X WOOD BUCK J• , •' r s :qtr " ANCHORED TO CONC. • ,•::;tt.1;, 9/a•MAX TO _1 BE P.T. CTYPJ °.v'�. SHIM SPACE PERIM. CAULKING BY OTHERS , 2X WOOD 15 CTYPJ 1 EXTERIOR GRAD 17 BUCK CTYP.) 17 17 PERIMETER CAULKING 1/4•MAX. BY OTHERS ALL 15 TYP.) 1 ENGINEtf RED FRAMING SEPARATELY SHIM SPACE 4 1 A l 15 1 BLDG. OFFICIAL CTYP3 A2 1 17 Li.l 11 f A t 18 16 16 18 18 g 5 5 21 18 4 12 18 48 49 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIO INTERIOR 14 51 13 94 59 GLASS >> 12,8 48 13 12 t8 2818 4 30 4B 8 21 2 21 18 21tF 18 18 18 17 Aaoopt�as� ( p 1 t74 7 �' B11 f7 172 11 1s 1 1s . ®' 10 VV MAX. i,. ..... ..........i 114•MAX. 7T 17 10 17 SHIM SPACE EXT GRADE s SHIM PERIM. C�KING :: � PERIM. CAULKING 15 CTYPJ CTYPa AcI rd e 23 8 V pp. 2X WOOD 4" , 50 BUCK CTYP t J t+• ) 1 PERIN.GRADE DAUKING i A ae= °' 4 , CTYPJ 44 pp ` 44 1X or 2X .t METAL IITERH TUC DE ' T P.T. WD BUCK 9 V4-EM MUM 4• s SHEATHING CSY OTHERS) T Aly-♦ ♦ • to Z,l O1 7 5T. •WIIBN T11B OAP BBYYIBSN THE 1PINDOA PBAMB ANb THB BUCK OR ♦ rQe-el� i31Qe MASONRY is I=THAN 111".SHINS An Nor MQU RM F•.��i Ne ( 866••8860 • ••1i* isw p�IUCftIBRR OP AtLWW WWW A p ANCHORS NOTE: WA ASKMmy, WAN 1 3900 ANC TQ 1tE 812 SMS OR WD.SCREWS M WOOD,OR mwms av ecr a+rs 1/4• TA ccn� ,APPIBIVED C1WC.FASTEtB RS INTO cam, } N.HRASO os/a+A6a Series: 3200 Outswing Impaot Casement Window WITH A MIN"OF 1 1/4• PENETRATION INTO WOOD DR �� t� A.rwA� '� JJ .,, N• VEBriCAL CROP—SECTIONS. IIETAILB & NOTE CM CREFER TO LOAD TABLES FOR QUANTIFIES RE()UIRED) vj •"r.•. ♦ pdw Avert iyp •v 6♦O A w �m�ea-or I�oO—tr�1 e e7�4Nl/iibt7g•9 OVERALL FUME WIRM STUCCO PERIMETER CAULKING EXTERIOR CRY OTHERS)MMRALL VENT WIDTH a,r•s uI. 3 15 18 7 8 18 1� 9 39 7 18 g 3 �•�, p, 21 2 18 4$ 12 16 21 *,d t• °� f3 93 ^ LASS ASS < 43 49 ° . 43 Q Y FIXED VENT OPERABLE 1 9EU.I 18 14 81 t 8 31 14 �' } r � o•TAPCCN 0 20 INTERIOR 4 v 47 17 11T 17 18 18 L'+� 17 Q 18 17 T 17 47 ALL WOOD BUCKS r" o EMtG1NEEREA SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY y3�; BLDG OFFICIAL CEIYPJ & TC BE REVIEWED BY BLDG. OFFICIAL CTYP.) STUCCO P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS> MUST SUSTAIN IMPOSED LOADS ur mx. PERIMETER CAULKING A OVERALL VENT WIDTPERIMETER CAULKING DAYLIGHT vim e. a 3 9 18 g 3 1g 18 8 8 0 +i 21 ;`�• 21 EXTERIOR 21 3 �• ===°w EXTERIOR °• ° ,,.� 12 18 13 ASS 4y 34 $ 43 43 43 • o _ GLASS (IFEWBILE VENT p T 4APCON 14 $1t y :y 1/4'� - o TAPCON 14 99 OAK, t4•y Ott y 1 42 INTERIOR 21 41 P 21 35 0 q INTERIOR o :n t, 47 17 a1 17 18 18 17 0 47 17 11 L 17 1 PPRomcT 8141sa ALL WOOD ° •; L 11/ / °. ENGINEERED SEPK A RATELY A .• \•/ / & TO BE REVIEWED0 BLDG. OFFICIAL (TYPJ 31 swo LA rr f�l!T • THIS CAP B&1'ME63R TtiB mrmaer irBAet>e AND 4RS SUCK os �,4 • ,o ��• VWXRY 1B LESS THAN 11W,SIM ARE Mn RB4UIRRD. . $ 9 ••.`� .i pH.S, gB�gp • wuruar4sax oP 4vur*r uduws+nl►ATATa uro muss Atv ANSIioi� VOTE, •k emo a� s4+cmo w«,auaWm aawsann A�a a a ANCHORS TO BE 4!2 SMS OR WA SCREVS INTO WOOD.OR C tk wpm 1/4' TAPCONS-APPROVED CONC.FASTENERS INTO CONC., g'C1 AT@ OF h N.mm Series: 3200 OutBWing Irnpact C88B11a@nt Window WITH A MINIMUM OF 1 114'PENETRATION INTO WOOD OR 'i9► CONC.CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) T. ,Z►W aAAZO au oi�/sa HORIZONTAL CROSS-$ECTIONB. DICTAOS & NOTES s .. A� aw. ►mu.e m P+wOwAm4n 1.3200-08OI Q OP 7 �/�IlAifd9iM�� ]AWSON ST Rffi8t 3800 CASEMENT WINDOW — HJLL OF MATERULLS LIST LAWSON SBR ES. 3200 CASUMICWT WINDOW — BILL OF MATSRIAIS L S U=#DWG. NO. PART NO. QUANTITY DESCRD'1T0N REMARKS ITEM p WG, N0. PART N0. QUANTITY DESCRIPTLON REMARKS 40 1 X VENT AMn SAO VENT/SILL RAMP NYLON 8/8 1 L-3w1 LU-118 1 FRAME HEAD 8083-T8 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 LD-1t5 t FRAME SILL 8083-TB ALUMINUM 42 1 X VENT 5118'INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 1.11-118 2 FRAME JAMS-HMGE SIDE 8083-T8 ALUMI" 43 SEE ELEVATION FRAME INSIALLARDN SCREWS /12 X 2 1/4"PH SO 4 L-3002 LO-115 2 FRAME JAMS-LATCH SIDE 8083-TB ALUMINUM 44 SEE ELEVATION FROM SILT.CUP SCREWS /12 X 1 7/2'PH SO 8 L-3004 LU-119 2 f VENT TOP RAIL 8083-TB ALUMINUM 45 SM-89O9 SEE EISVAWN FRRM AlISEMBI.Y SEALANT • 8 L-3004 LO-119 2 VENT BOTTOM RAIL 8083-TS ALUMINUM 48 SEE ELEVATO1 FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 L8-119 2 YENI SIDE RAU.-HUGE SIDE 8083-T6 ALUMINUM 47 L-3007 LU-184 1 X MCHtOR FRAME HEAD/JAMS SHEAR PLATE 8083-TS AMMINUM (3"L) 8 L-3004 LU-119 2 VENT SIDE RAIL-LATCH SIDE 8083-T8 ALUMINUM 48 L-3009 U1-159 AS RECA OLMING BEAD- 7/18° 8083-TS ALUMINUM 9 L-3003 LB-118 AS REWD IN-POST 8083-T8 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW 18 x 1 11,C fH./PHIL SDS 10 L-3008 LA-111 1 X ANCHOR FRAME SILL ANCHOR CUP 8083-TB ALUMINUM 3"L) EXT. GRADE RACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS /10 X 1 1/4"PH SMS 11 L-3008 LO-113 AS REOWD. FIXED UTE MOUNTING BRACKET 8083-T8 ALUMINUM (3'L.) TO BE APPLIED WINDOW FLANGE BY 51 DC-899 AS READ. GLAZING SEALANT - SILICONE • 12 L-3010 Ut-7708 AS REOD. GLAZING BEAD - 5/1r 8083-TB ALUMINUM INSTALLER CTYP.) ALL VODD BUCKS 13 L-7Sbf L-7831 AS REAR GIAZDIO BEAD BULB VINYL PVC VINYL ENGINEERED SEPARATELY 14 SM-5731 AS NEW GLAZING SEALANT — SILICONE FACE CALU IC $X WOOD S TO BE REVIEVED BY OTHERS tTYPJ BUCK CTYP.) SLR t>F F ICIAL CTYP.) 18 L-3012 U-110 AS REAR WEATHERSTRIPPING- FRAME/VENT PVC VINYL 18 L-3011 L8-133 AS REO`D. GLAZING BEAD 11/18°LAM./IN4UL 8083-TS ALUMINUM 17 L-3013 12 CORNER KEY PER-FRAME # 12 S.M.S. Or VR SCREW Q.• ta•`: V/ 1 1/4• MIN, WOOD EMBED t6 L-3613 8 CORNER KEY PER VENT 9 19 L-3013 4 X POST CORNER KEY PER IN-POST 20 8 FRAME ASSEMBLY SCREWS #10 X f°PH ME :i •I 21 8 VENT ASSEMBLY SCREWS /10 X 1 1/4°PH SMS :•y:,,: 22 2 X VENT 4 BAR 90'HINGES - STD. &H.D. G' WINDOW FRAM -44 23 2 X VENT 4 BAR 4W HINGES -SM k H.D. !f EXT.GRADE BACK BEbbRVG 24 AS REOR HIINOE MOUNTING SCREWS 010 X 1/2°P.H/PHIL. 9 �:,••".�•';.i EXT.GRADE PERIMETER TO HE APPLIED BEHIND 25 1 X VENT VENT OPERATOR - DUAL or SINGLE j7 CAULKING NOT BY WINDOV FLANGE BY ;.�:�;+•'.:w. 'LAWSON INDUSTRIES`, INSTALLER CTYP.) 28 4/OPER. OPERATOR MOUNTING SCREWS #10 X 3/4"F.H,/PHIL. BOB x2,"•,; '• TD BE ATE LED 8Y 27 1/OPER STAINLESS STEEL"C"TRACK 'r:•"r'.+•:°i;:t• OTHERS (TYP.) q\ r.q:'�:• '.;:^ •� l ( �•-E%TERIC GRADE 28 2/TRACK TRACK MOUNTING SCREWS 08 X 1/2`F.H./PHIL.SDS PERIMETER CAULKING 29 1/OPERATOR STUD BRACKET CONNECTOR BY OTHERS STUCCO S tTYPJ EXTERIOR FINISH "E i i re;`[;I"j BY OTHERS (TYP.) 30 2/BRACKET STUD BRACKET SCREWS /8 X 1/2`F.H./PHIL. SRS METAL LATH STUCCO 1 1/2' AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE FRAME PERItdETER_CAULK DETAIL =(BY OTHERS) 32 2/LOCK LOCO HANDLE MOUNTING SCREWS #10-32 X 3/8"PH MS � r izA IE NSTI� TON DETAIL 33 1/VENT LOCKING MULII-POINT BAR 34 1 X LOCK POINT TIE BAR NYLON GUIDES SUBSTRATE` SEE MULLION APPROVALS FOR CONCRETE t MWUCTRBVMW 35 2 X GUIDE NYLON GUIDE$MOUNTING SCREWS $8 X t`PH./PHIL 9 MULLION TYPE, SIZE AND MAX. ea out*y�peradoFlaft Rt WOOD BY OTHERS(TYPO NO DESIGN PRESSURE LIMRATIDNS, NO 38 1/LOCI KEEPER(BT. STEEL] p pR {pS 37 2/KEEPER KEEPER MOUNTING SCREW$ 21 17 FIXED CA ENENT GOVERN. OR 38 L-3014 4 SNUBBER 8983-TS ALUMINUM MULLION SHALL GOVERN. 30 IZ/SNUBBER SNURREERINSIALLATTI Rwdg IN SCREWS X 1/2-PH SMS SINN 1/4•MAX. R A A F F S q!i o .01 A O!o w Ono I� rIM12 S X 1 i/4'L �FOR SPACING " fMOI QTdt15f!'Y lEt11110a f 171Ian.iRp 06188 YOAA8 1 8[ae� AME °^ BRA80 ar� Series: 3200 Outswlttg Ilnpelat GEtBr3m®nt Window � j e,O MM OF MATERIALS LIST AND DETAU &LTMATE ANCHORING AT SILT j�L�•LION ATTACHMENT DETAIL• • �tl� ,�•••a tt sse� �a s,.� t �� o�„e.,LEI-Gem '�'°" 4 a Y 111111 JJJtt:.Ifi[7 s y ., 12 *14UG6 ,Tr 8/18"Laminated It i8 MEOM TYPE -8- Ptmt aRPTION DBlAIL 1 2101" @ "W,PYP BrtEIaAYfR SOUMA MEMOIR Va•MHfCA4ED WARS A VA'INSULATE@ MR SPACE 12 *14UG6 ,Tr 8/18"Laminated It i8 MEOM TYPE -8- Ptmt aRPTION DBlAIL 1 V@'AMAIEP GLAD @ "W,PYP BrtEIaAYfR SOUMA 3 Va•MHfCA4ED WARS A VA'INSULATE@ MR SPACE S VW AWCA D @LASS 14 51 GL IPIa ITE 12/18'Lemluatad/Itmulsted NAT ED GLASS TYPES GLAZING OPTION DETAI saps 1*, OF �M W( no-- OM ""aT Series: 3200 Outswing Impact Casement Window J1e CUM & DP CHA121'8 AND 4id81NO MAUS FOR htlt-UX-ko"UKM A r«ie. A ""C�o oetgA-off ° 1P usuo-8801 9 v �g FRA11E By-POST RAB. 1.218 L-3003 _ p VENT PAM t �. FRAECE HEAD 8083-TB ALUMINUM t.a3S 4- 4 •r a•11 X8l 1 4• i PUNS 082' 4- Y SIXi3-T8 ALUMMUM i 1 PENT 1' , 2a80 aoaa 23ta oo� ' 4 ---'------- 981 - , 1 092 71 t.1 t9 ' r OR CLUSTER a t, L TYPICAL) aEW, .79 6'RNAE,V" 4 ' �o�1 2 vBNT RAIL IMPOST ANCHOR DETAIL F�� RNI R DETAIL �R.AIL CORNER DETAIL+FRAME avw /JAM oou C-3� SEE MULLION APPROVALS FOR 8083-T8 ALUMINUM MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS, 68NUM NOTE: THE LIMIER PRESSURES OF FIXED, 2 CASEMENT WINDOW OR MULL SHALL GOVERN 1/4'MAX. SWN o9a ao8a 12 S.M.S. X.1 1/4- L. SEE ELEV. FOR SPACING SILL t. ALL STEEL IN CONTACT WITH ALUM. TO SE PAINTED OR PLATED. _ 2. METAL STRUCTURES: --- 0.078 4� L-300 SHEAR PLATE 0U. _{ (STEEL OR ALUM. 1/8- MIN. THICK) EE EPA 8083-T$ALUMINUM a1 A) STEEL : Fy - 35 KSI MIN. 1.231•^ •27 B) ALUMINUM : 8083-T5 MIN. PF1 10 1 4' ALUMDitll/SNURM S IM Ir3B• WINDOW FRAME AM P4S��E v L-3014 0177 8053-15 ALUMINUM METAL STRUCTURE ATTACHMM NTAIL• -FRAME & SASH �,OR.NCR ASSEMBLY DUAI S 10 FRAME OL ANCHOR CUP • 4 11 L-8008 FRIED LIRE MOUNTDIO $RACKET � Ploa 5083-T8 ALUMINUM .970 L-3005 Halld�g No p• ' -ooa4• SO83-T8 ALUMWtAA beoo 21 OA 2.794 .478 4%p8f1lDDeoiDS,A 12 OWING HEAD i g OWING BEAD � OLAZINO HEAD pye a . 201 M LA /I �"1�1 V rr 1y / ► 3 5/15°Iaud"ted 11/I5-In9Wated/Landuated O 7/15-I&MI"Ated ti 1 W 9T. I.-3OlO or L-77� Ir901i or LI[-133 L-3�or LU-•159 * N*l ��"yp BOBS-T5 AI UNMUM SM-TS ALUMINUM 803-T5 ALUMINUM *� 91P A"MM�A WW 40 Do= 0 1kw a6Ya Awl a ipR 74M calm-0 a-ia am.a h"m h a�wm 6 a OR .Al 0�1 , '$ , �Q?:%�a'wo 'F 1L�zo ''" Series: 3200 Outswing Impaot Casement Window o ae9 p��, . .. �Oep av a e>ulao EXTTIUBION ORtiBB—B1wCTI0NB, & ASSEMBLY DEPAU 13 a080 .118 OWN=�uro but 1�, a ° t 4rmtp ` 7 OF 7 Miami. Shores Village Buildin br t De artmen 40050 NY-2nd Avenue,Miamiores,Florida 33138 JAN 2 9 2013 Tel:(305)795.2204 Fax:(305)756.8972. r_ INSPECTION'S PHONE NUMBER:(305)762.4949 v 13-1 c-- FBC 20 UIL ING Permit No. PERMIT APPLICATION M Permit No. Permit Type: BUII,DING ROOFING JOB ADDRESS: 00 4). � r City: Nami Shores County: Miami Dade Zip: JO/or O Folio/Parcel# 1''•�l••O�'•oOj� Dp Is the Building Historically Designated:Yes NO 1C Flood Zone: OWNER:Name(Fee Simple Titleholder)4i'¢P"o,L e#A M` !! 7I 1 11 `pone �7��f''l� (,, f3•f"' Address: 4:P City: ,f' State• Tap: Xf/Sra Tenant/Les ee Name: Pho . Email: ,tLh'� �.GtY 9iItQ/(•GtJ'ot.. CONTRACTOR Company Name: /44, Phone#:�✓7 0�,/ �� T Address: 03o 4a v ,tW A*ift City State- G _ .___zip: t Qualifier Name: a/G4AI _4'6 QJe j, p Phone#: State Certification or Registration#: G/0 /J'b R74— _ Certificate of Competency#: l� y Contact Phone#: Email Address: DESIGNER:Architect/Engineer. t Phone#: Value of Work for this Perndt:$ 1AW40 '--reff bm r Footage of Work• /•�O�{ Type of Work: OAddition DAlteration ONew )ORepwdlteplace•;. lition Description of Work:_--- *i rG#od 1aA-#w/TLr CT VAL Color thrums • o U& V l x- �-- Submittal Fee$ ��_Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ TraWngWAneation Fee$ Technology Fee$ oublie Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(f applicable) em Mortgage Lender's Address City state Tap 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELEMRICAL 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 COND14ENCENW2ff MAY RESULT IN YOUR ' PAYING TWICE FOR If"ROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE�OF Notice to Appiicank. As a condition to the issuance of a brdldirig permit with an esdmated value exce Aig$2500,the applicant must promise in good faath that a copy of the notice of commencement and conswicdon Lien late brochure will be delivered to the person whose property is subject to anachnawL Also,a cerl#W copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit u issued In there of such posted notice, the inspection will not be approved and a reinspecdon fee will be charged Signature Signature Owner or Agent ntractor The foregoing instrument was acknowledged be fo�this 2/ The foregoing instrument was ac ,owledged before me thiys�l day of 20�by T - f �t.� _ day of 13.by TIC A') CkVILC S l�5 0 t;,t® who is personally lmownp me or who has pr who is y kro me or who has produced yJ is identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: =NOTPUBIJC. j� �� , Print r r M Commission *; Notary Public State of Florida MY Expires: o�E My Comm.Expires Apr 24,2015 My Commission F Yn. Commission EE 87255 a 'v SIUSA C.ABTENR`E�R " *c MY COMMISSION#D13971480 EXPIRES March 15,2014 (407)3 5 APPROVED BY K-1_7 Plan Examiner zoning Structural Review Clerk (Revised 3/1=012)(Revised(1711119TXRevised 0010 2WXRevised 31WW) I NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOW-;F IN 2 0 13 R 018 5 3 8 T OR Sh, 28523 P9 2900 Qps) ECORDED 03/11/2013 09:24:13 0 03j'OY71ARVEY RUIVIR? CLERK OF COURT PERMIT NO. tee f�®® TAX FOLIO NO.//:P/�40/ �j IAMI-DADE COUNTYP FLORIDA AST PAIGE STATE OF FLORIDA: a..=Wy COUNTY OF MIAMI-DARE: STATE OF FLORDA, a:L.Am I HEREBY CER77FY OrG'M 13 a hr Of me ofiginal Ned in M fo oS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real A D 20 prop", and in accordance with Chapter 713, Florida Statutes, the follow 81 S@d, is provided in this Notice of Commencement. WVEY RLWK 1. Legal description of proDertv and street A A&4—Ah Alofml - . A o/0 arte. -a lb®j f "t2�if 4E Y2 2. Description of implovernent, 3. Owner(s) na e and Va#:ress* AA.4122 Interest in property: ZeRy. Name and address o ee simple titleholder. 4. Contractolfs namQ and address: ileAV4 Aue, 19 UP I&A Kd&pv - 9 Al"oo Am Alxmv 1k .31 IN 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond$ 07 6. Lender's name and address. A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address. 9. Expiration date of this Notice of Commencement (the expiration date is I year from the date of recording unless a different date is specified) 4— z2n��o Signature of Owner Print Owner's Name VA�,CV%Oee 'TO n-'01� Prepared Sworn to and subscribed before me this of . 20 12 Address: 6)6 40 N E 2- Notary Public: S h 212'r Print Notary's Nam AZI te",,n' et'7m My commission expires:_�jj'Z W1 IS RODRIGO I PENA Public_St 0 Notary Public-State of Florida u i 015 My Comm.Expires 24,2015 Commission#EE 87255 01-09-'13 17:26 FRM Engel Attorney 3056497344 T-824 P014/018 F-212 Sefflemeat Statement j/8A3 466 PM 6.RilaNIamber 7.Loma Nweba• S.MWWS&b&Coo Numb" j 12210 C_Notoa This foam is fa�td{ �n a s glai d.ta altdb �ha s naeuta$entaras6Owa �., __._,.... ...V,. . ..-•..«. _ ... •�•�� t onfaldo tha olos'g;tUdY arc shove hero foD'i»foitiaalional pmpodes acid ate aot inatbded to the fatale. `A�►ttlmeatsfot'fiaarss�l eY 5c�11ar'arebaacd on ost&oatedamauata,andaroseb,Jdtt to as�ae0ttontlDy klormwar(a)srul Selier(8)whew acme! beeomo available D. N�audAddrassgfu "�-"""' ^- Mc%AM C WrM Raftrorlses,=a Nevada limited Uabft eompany N tt6 Mlsmi Aver o 83150 L. Nmnc Bbd M&M of3d11ec - 2hct-aM-64aA3�ersosmlkopt dV*d1lie1?sistoofWUMamlath se6N&?!,s3rd Sheet. .1►1bi .FL33M F NamesodA0rawafLeadm- CAM d. FtopertyLoaBlfam_ "'"^-`-------••'�-'. MO North Mama Aveeee,lt9 ml$horc4 n 33150 Comic.NCmmi-]Dade Mimi Shoran SeMOU NTo.6 Btotk 131 Tot 6 and the South w oftaf S .ld. Saw eanebtg8enbWMw=d4 ScfimmD"- Seavlaw m Cotnp9n7,LLC January 9,2013 157Spwewdpe Road.suite,�l6 15bursrmobtAt Naples,FL 30109 = JanuUY9,2013 J. nnm olB"rower-$ 5una Sellelx's lOOb Amaeef Dee 4 .�Amomtt:ihta o Sis}lar • j_42. Coetre�x3elrw erltc r, 146 40].CAbtn►et -946. 00 JA, Qadlat►mre to bmmwa i $8 403. 104. .. Adlasttaenta iar itmbs'tmld by arolYar fat advq an f !ON b seltar I ady*= fi m to 107. HELAd Yskaae To=rhMra 1/9/7013 to OP.- $ $4 •b07.Noa- dalotmm To PJh013 w 9rAM- 13 554334 108 fo q tm '104. from to 110. 410. M. s--.� ti r 012. - M 120: Gtroas Amom►t T+ liotrower SI47 I34 420. beta Dua To Seller x146.543 88" 7,•00; tits id 7Iv tar Zbtb:'iltnf _ago 1? ,r . »�7a s 0.__-17oDOait�ar®araW� $0, .00 501. 20�'t, - amcour�afu�v a �Olttaroobt to sclla lip 1400 555 OfiT9�„ �4.t>rineirtat .of2ndh►se� ,.. •� sea. a f !�'snb��w 205. Into at to of�to „4 i t2rtdtoffi m 506 a t0 20& 7. �. . 209. --_._- Adiesnb �or Ucma nn a4 seltsr ^' AdtesfcBOnb for ltq uaaaid WORK 211 �rn 1/[/20 3 to 1/9!2013 324.84 51 $roaa 013 to 1!4!!1!1$ 525 ti4 --L AM to 511. 312 fmto to 12�Snm to "- 3 tB t 519. to ?14,Aemabti>tYOtt SI$ato�'asttlari tP 4 rob it 2. 15c. y�dm►�M2iboetAatS+am,�#o�,,. 5I5. from to l6, v 217, m 517. •-.��"' al V 518 214 ... .�, ...,.... 514 220 XSQ pald Laylgo Borrower• Im TOMIxed AmountSveSellar 703.7 300:Casa At vn*A jr#8orrewwr 600.Casa►At SaCtldmontT SNlwr masonntd,* Oft barrai_var 10120 147.3.^!34 MMI tosallar o 5146 OZ smoueis�paid by/o 525 023 602 ba ht self 520 �5 703.7.1 303. Cash From To a rrow.�r 5122,331.50 603. Cash To {]k'roui Sd1er $90,500.09 e«a,.�sp. dltete+u.sra+�..tw•t� .et„ma,. aua am4, 01-09-`13 17:27 FM']EMel Attorney 3056497344 T-824 P015/018 F-212 ?t1Q Divlal5t►lead�rokcr�s Cotnias os b P»'re: 46 OCO. 0 at5.0•.2 Prk] Paid FYotfl I'ai8 Xriom not Commfsaion tlhs700 as lbnow 701. 0,00 m Rsal T nurstda Romaw�'s S+ttl�'s 7 $3.850 00 to SnnM►1F ltl3 C-0ptrrmv �+ QF ]Kuala at P�mds at 709 ataatdcxnent _ Soitlament Setl]emwtt ,704 Additional�o Gomtnission w Real BMW Taammstag 57,300,08 801. Ort itlOn Peo(d�tp iasn»Tft to 304.m at3on i »OstMa)w �_� 80s_tb --- Sfld.m ' 807 to 808. to 809 toto .....' -------- 810.m 81 t. to - 812. 813, to 814.to 8i5.L.aa,Orlatjpo g�gpYZritj e,,ea m 81 .Low oo Ud 819.to , 88.m 820_to 900 Ixs>m;1tc ,red liv Orxro �t In t<riuoa 903_Yotorest 6ront two dtc� 902 Mo?rgac,�►In&Premium lbt pWaWstt! - 409. YTarard b&Preatiom For mm a to 909. Itlond Ins.Paemitmt Yor ma�t>lS1,n to «, firoet to pw diem a;000.1t�arrcaIIe Y,a®der 1001.13 apsttlfCO formoibs{a month 1002,11dorttsuaelgaotagoe for tt4oLtl�( ltaontlt i�3.Y7oad fbr �______ momh JM4. Far tnaatbs�petsionth it 1005. for tnoniha fl pta mtmtlt 3 - -" - 1006.fix 100% for tttt> trmoulh Il�,� AtscomttingAt �tt �'_L Y1fl1_Soul �►slQasfigPt Pee to S&Vlow Tioc Comttanv,LTC $50000 $500.00 1 roe Ab*ar3 air 5m*to CEtiasgo [c to t103.'Pttlelb aalla'to $85.00 1iO4.TItlsYys�ce,x{iadm•m = ""'"'-^'"'-- 11 Ot s•��gl�lPre,�rioam 1106.N 1 tO7.Attwn to 1108.Tieolr+sttrmtca to 7it10 Iasmml� ?.andm' , ,00 aOMOD - Itil, to I i12. to ----- I Ii9 to -- 1114. m 1115. to 1117.to 1118. to '-- 1120. to 1 , Gove Reca and•r er Cha t• F'ew:Deod- 1850: 202.Staft Deed--SY O$2,00 Iv! S1R10 ii 204. 120S.Itaa, Dl-812 to MIM Ndo Coup*Ctmtcof Cot ats 206. w h 910.00 L •a"hWBw.apAOa®fmwd BwsaL,.ray�'4rf^�J�Ydm➢ 44t¢2atb . Ylba i{Dis Daft 1AN13 ' 4±- Bj-&T leApsms. No=24 1303.Tax Calfficaft#19M VDM—WadeComd yUmCgUector M202" 1306.Lion Search Boom MOW—SomvX hm yeams 1310.to 13M-tD 1315.to 1316.-to 1317.to 1311L to 1319.to 1321.to U23.tD 1324.to LV5.to W7.to U30.to 1332 tD IM to 1334.to 1335.tD L136,to L337.tD 1J38 W to Daft 1AN13 ' 4±- Bj-&T leApsms. No=24 01-09-'13 17:27 FM9 Fxige1 Attorney 3056497344 T-824 P016/018 F-212 •rr uwwuuCa44LQl C0 1301_ Ftx to Nova Snty�vets Ina $29S,Q0 - 1303. 019144 010 taMamibede TaxColl r ��,,zU2�o. 9. 1304.TOX CtltM k1417 11 w M Dade Tau CORCOW $2,17$,8? 1305.20 21 EabftTa ntol�tnm,>?ada CotmtvT=t.n ko 97 1306.Lien SOWA'oe m lWbleLia�Swd%Tmo. . «_ . .. ».».».-.»130'!^Utititi�41CaW10�tfa [8TVY1 Alm _ _ . .. 1308-Coda Eafmromant Fayolr(Yo ba held en Psaoa✓}ao V;liago of M a l Sham 4396?r 1309.P=Ow John P. PA 535,380.E 1310.0 5250.00 131 i. to 1312. to 1313: to 1315.to 1316. w 1317.to 13IS. w 1319 to 132!to 1322 to _ M23. to f 1324, to 132 tp .'^'"...-.`--"" ..,,• ....... 1327 f328.to 1330.io��. W2 to » 1333. 13333.to •• 1336, to --_ ..... 7337.to 1339 is - 1339. to 1340.to 1341.to 1342 lit to 1344. to_ q 1400. of a� enter on un � f?t � t�e� t16s►bf�G '�'l,� lid' i't J� G'+�+W""'Q' 1 es g'na I 5813.50 677,41 I A In ry ti'�te pt�d�6UUSam6 ,9�mtppt�4 .Y .CAmedorwate�alhe bbadisbm�dbt�dManwwLh �...3 gettlameAt ��Y Data: i/9iZ0i3 i I Nava cmntul(y ssarie t ant analto *vbm*fMYIm—h4pamd W&C it is a tmc aAd ac=m sta mwm of all not and . m+Y Corby melnthia ctioa Iflttflsar carrifYtit�1 Lavo ra�ivad a onlyof�. SELLIM ALSO T7ND$RS7'MIM MAT 1"15 XWO.RTANT TAX 11 ORMATTON AND IS MWC FMtATYSM TO T"N RZVWM PENA-TY OA O .UNCUON 11(?j.L 11 1 ED 3�R TS MQUIRM TO VMS A TV 1'?3731T8:M IS=QCITI U Tp 1�iXt R1tPOlYIfJ`il!AND 'TM UM D�1'�THATJC HAS NOT11EE N MOitTIM. 1�aHo�1 C4p1ia11mLLC,'* a Novelle)Wted liabi tp aompty O�nol AA TAY.Ik[aaegca Thy oa ;a Patgpl of the of Witliern t normm¢.mor.Aa�o.ne�4'atzttit{ssrnl..,,yte.:�Oj�At'�3 'a'�RJM9r nRit I>a/+ J CFN 2013RO147?47 968; (2p9s) OR Bk 28503 Pss 0967 RECORDED 02/25/2013 10901:15 DEED DOC TAX 876.00 B Y. HARVEY RUVINP CLERK OF COURT THIS INSTRUMENT PREPARED BY. MIAMI-DADE COUNTYP FLORIDA Seaview Title Company,LLC John P.White,Esquire 1575 Pine Ridge Road,Suite 10 Naples,FL 34109 RECORD AND RETURN TO: Seaview Title Company,LLC 1575 Pine Ridge Road,Suite 10 Naples,FL 34109 RE PARCEL ED#:1131010330470 CONTRACT SALES PRICE:$146,000-00 TEMONAL REPRESENTATIVE'S DEED THIS INDENTURE without power of sale under will,is made this 4th day of January, 2013 by Theresa Heath, as Personal Representative of the Estate of William Heatk hereinafter referred to as Grantor, whether one or more, and whose address is 586 N.W. 83' Street, #B, Miami, FL 33150, to National Capital Enterprises, LLC, a Nevada limited liability company,hereinafter referred to as Grantee,whether one or more,and whose address is 9500 North Miami Avenue,Miami Shores,FL 33150 Mh==used herein the t=-VauW and-Vanue include ELH the patties to ft m&=wt and the heirs, legd representatives and assigns of individuals,and the suoomm and ws*w of corporations.) VVITNESSETH: VVEOMAS,William Heath died intestate on February 29,2012,a resident of Miami- Dade County,Florida; WHEREAS, the above mentioned was appointed Personal Representative of the Estate of Wiffiant Heath by Order of the Circuit Court of Miami-Dade County on October 23,2012; WHEREAS, an Order Authorizing Sale was entered by Order of the Circuit Court of Miami Dade County on December 13,2012 for$146.000.00 in Case Number 12-3947 CP 05; NOW THEREFORE, pursuant to Section 733.613(1), Florida Statutes (1977) and in consideration of the sum of Ten and N011 00 Dollars and other valuable considerations, in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises;* releases, conveys and confirms unto Grantee the following described land situate,lying and being in the County of Miami-Dade, State of Florida to wit: Lot 6 and the South I12 of Lot 5, Block 131, MIAMI SHORES, SECTION NO. 6, according to the map or plat thereof, as recorded in Plat Book 10, Page(s)39,of the Public Records of Miami-Dade County,Florida. SUBJECT TO taxes accruing subsequent to December 31,2012. SUBJECT TO covenants, restrictions and easements of record, if any, however, this reference shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto bel;onging or in anywise appertaining. Dco CLERIC 01 IN G.OD)Wma;TRIt$P t} C00 OR IE K 28503 P 0968 UAST PAGE d TO HAVE AND TO HOLD the same in fee simple forever. AND Grantor hereby covenants with Grantee that Grantor is the duly appointed,qualified and acting Personal Representative as aforesaid,and in all things preliminary to and in and about the sale and conveyance of the property herein described,the orders of the above named Court, and the laws of the State of Florida have been followed and complied with in all respects and that the undersigned Grantor has the full power and authority to execute this deed for the uses and purposes herein expressed,and that said land is free from all encumbrances. IN WITNESS WHEREOF, Grantor has signed and sealed these presents the day and year first above written. Signed,sealed and delivered in our presence: Theresa Heath,Personal Representa' e of the Es` f William Heath VA eatl,Personal R esentative Witness#1 rtness#2 STATE OF >nd� COUNTY OF The foregoing instrument was ackno ed before me this day of January,2413 by Theresa Heathas Personal Representativ of e of William Heath. She has produced �vefs Licens i 'on. a No ,Co and Notary Puw Stato aP�forkta s Gemtd Engel Notary Printed Signature •cp My co m bn E l osi ss My commission expires Documentary Stamps in the,amount of Skil 22 4Q have Veq paid. � Na of My Commfssion Epos9.sa .. r^� Expkas 09102/2otS t l�i. STATE OF FLORIDA,COUNW OF®A®E coo I HEREBY CERTIFY that this is a bue copy of the C`� original tried in this office on rlay of A.® 20 tP WITNESS ciao S CLERK,of Q t..ouRs V"G° C •N 2013RO147748 OR Bk 28503 Ps 0969; (fps) RECORDED 02/2512013 10!01:15 DR-= HARVEY RUVINP CLERK OF COURT Affidavit of No Florida Estate Tax Due FL 06111 MIAMI-DADE COUNTYr FLORIDA LAST PAGE fuelw"1008 Florkla AdrdrikAMUM Code Effeefte,01112 DEPARTMENT OF REVENUE is smop awliable f—by case sMe of esWe=bate ProceednQ1 (Fbr official use on St-de Of Florida county of Miami-Dade 1,the undersigned, Theresa Heath do hereby state: (print name of personal representswe) 1. [am the personal representative as defined in section 198.01 or section 731.201,Florida Statutes,as the case may be,of the estate of William Heath oxint name of decadent) 2. The decedent referenced above cried on_2�_j_L912012 and was domiciled(as defined in s.198.015,FS)at the time of death In the state of Florida(date of death) On date of death,the decedent was(check one): 3 a U.S.often F-1 not a U.S.citizen 3. A federal estate tax return(federal Form 706 or 706-NA)is not required to be flied for the estate. 4. The estate does not owe Florida estate tax pursuant to Chapter 198,FS. " ". . 5. 1 acknowledge personal Bablilty for distribution.i in whole or in part of any of the estate by having obtained release of such property from the Hen of ffwllorida estate tax Under penalties of perjury,!declare that I have read this Affidavit and the facts stated in it are true.This declaration Is based on all Information of which the personal representative has arty knowledge Iss.915250ft,213-37;837.06,FS.3. Executed this day of5Ah" .20 Si gne� pr[ritnarne Theresa Heath Tefaphon6n�zr 4 r)w Mailing address S Y ftY stataof Florida Countyof Sworn to(or affirmed)and subscribed before me b1f\ On thlk�Q L(P4 'W Mowry putk stet.of nmwa Signature of Notary 3 del (Ch k one) aVhwON02015 9Personally known Or produced identification Type of identiffcaffon produced Print typej or stamp name of Notary Public File this form with the appropriate clerk of the court. Do not mail to the Florida Department of Revenue. STATE OF FLORIDA,COUNTY OF DADS I HEREBY CERTIFY that this is.8 We copy of the di?y AD o WOW ♦ RES y move novel" Miami shores V - � Building Department tORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: �°�"' DATE: 9410 Contractor 1 Owner o Architect Picked u 2 sets of plans an p p d(othe Address: w From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by:—Azne-�4044-� PERMIT CLERK INITIAL: RESUBMITTED DATE: �I PERMIT CLERK INITIAL: e 5i►1ORE,x D Miami shores Village Building Department 10050 N.E.2nd Avenue `hy� Miami Shores, Florida 33138 jrkr�s8� Tel: (305) 795.2204 LOR>CD�'' Fax: (305) 756.8972 Permit No: RC13-149 Job Name: Pagel f 1 Plumbing Critique Sheet 1. APPROVED Rafael Hernandez Chief Plumbing Inspector 786.290.0800 Electrical Critique Sheet 1. APPROVED Michael Devaney Sr. Chief Electrical Inspector 305.986.7028 Building Critique Sheet 1. Provide plans signed sealed by a Florida licensed engineer or architect. Norman Bruhn Chief Building Inspector 305.762.4859 Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Bri-Ko trigineering,Inc.[Cert.Of Auth.:#27622] Date= 4-Mar-13 BAK Engineering Services 14940 SW 21 st St. Davie,FL 33326 Tel:954-648-6218 Engineer: Brian I. Schwartz, PE 62 81 email:briko @Reagan.com Client: National Capital Enterprises, LLC Engineering Seal I Verification of Window and Door Strength for Wind Loads Wind Loads: ASCE 7-10, FBC 2010 Section 1609 Basic Wind Speed(mph) 175 13 sec peak gust at Lat:-,Long:- Mean Roof Ht(h) 10.5 ft. Location: 9500 N. Miami Ave., Miami Parapet Ht above grd: NA Shores, FL 33150 Height at Windows&Doors: 8.0 ft. Importance Factor: 1.00 Building Classification II Exposure Category(B, C, D) C Directionality(Kd) 0.85 Enclosure Classification Enclosed Building Building Length (L)ft. 52 Least Width(B)ft. 50 End Zone width(a)in ft. 5 based on 10%of least dim Topographic Effects(Kzt) 1.00 Wind Loads-Components and Cladding: h<60' Kh (case 1)= 0.86 h = 10.5 ft Base Pressure(qh)= 57.3 psf Gcpi= +/-0.18 Roof Angle= 7.1 deg. qi=qh = 57.3 psf Note:As per FBC 2010 Section 2404.1, Fgw s Fga, where Fgw is wind load multiplied by: 0.60 Walls GC +/-Gc i Surface Pressure at"h"(Fgw) Area 10 sf 17 sf 50 sf 10 sf 17 sf 50 sf Negative Zone 4 -1.17 -1.13 -1.06 -40.3 psf -39.0 psf -36.4 psf Negative Zone 5 -1.44 -1.37 -1.22 49.5 psf 47.0 psf -41.9 psf Positive Zone 4&5 1.08 1.04 0.97 11 37.2 psf 35.9 psf 33.3 psf Note:GCp reduced by 10%due to roof angle<=10 deg. Applicable Window&Door Ratings: Refer to Attached Dwg(s): A-1 NOA: Description Location PSF Rating Area(sq.ft.) Zone Status Lawson Industries, Inc.-Series"HS- Bdrm SE, Den, 12-0127.08 8700"Flange Frame AL Horiz Porch S, Porch E, Expires Sliding Window,Configuration OX, Bdrm NE, Dining Zone 4 04/11/2017 XO, Glass A or B Rm, Kitchen +65/-65 all sizes or 5 OK Lawson Industries, Inc.-Series"SH- 12-0127.16 7700"Flange Frame AL Single Hung Expires Window,All Configurations,All Zone 4 12/27/2016 Glass Types Bath +60/-60 19"x38.5" or 5 OK Lawson Industries, Inc.-Series 12-0127.21 "3200"Outswing Expires AluminumCasement Window and all Bdrm S, Bdrm Zone 4 or 03/04/2014 glass types SE, Bdrm N +59/-59 all sizes 5 OK Jeld-Wen Steel Wood Edge Glazed Zone 4 or FL#12769-R1 Door,All Configurations Kitchen, Porch +55/-55 32"x80" 5 OK Notes: 1.The calculated design pressure must not exceed the Product Approval Designed Rating 2.See detailed sections of NOA for minimum embedment of anchors. N. 7W STREET SUITS 202 c SURVEY No. 12-0001209-1 1,FLORIDA 32126 264 ry ry C1 9 R EPHONE:(305)264-2660 �`�I .b.� •dJ TJ •�6 :(305)2640229 LAND SURVEYORS SHEET No. 2 OF 2 WN BY: LG. BOUNDARY SURVEY SCALE =1"=20', r 45ACCEY(NAP") ASt�t t Pult+t7 4O,f10' N 75.00' 90° 330"' z7 q 89°4670"' O n� v y ' e q v n' 13.70' 19.55' W N 0 • D °o 00 22.10' b w } O V p r co IZTI I 9.T5' m 9.90' O r m rn BOO ? �0y a,Z -n O 11.25' I '° m _ V o, CIP Qp °- V 00 CM 5' 11.55' p 14.45' 9,84' 13.50' 14.40' o 1 Z n 0. 89'4630"' z 900 370"' -n N r z;r n r O- W z O_ ° 75.00' 10'PWY t3hab m p p S n v o+�! WASPHALT Y ' i tlMT :. f� t .. _ - d ([[[3 SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey. The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. 5582 N.W.7TH STREET,SUITE 202 t 12=0001209-1 MIAMI FL 33126 Nova Surveyors Inc• ' SURVEY NO TELEPHONE:(306)264-2660 1 FAX:(305)264-0229 DRAWN BY: LAND SURVEYORS SHEET Na 1 of 2 SURVEY OF LOT 6&S112 OF LOT 5,BLOCK 131,OF MIAMI SHORES SECTION N0.6,ACCORDING TO THE PLAT THEREOF AS OF IN PLAT BOOK 10, PAGE 39,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. Y , PROPERTY A_ DD_RESS: 9500 N MIAMI AVE,MIAMI SHORES,FL 33150 FOR: NATIONAL CAPITAL ENTERPRISES LLC LOCATION SKETCH Scare 1" = NT.S. AE: S E j �- i ;-- J5, ill I � i _ J�: 1_9 fi $HORELAND 13-1-MD ( h I v►5 Irk !3 I� II � !0 :3 <3 � 7 �� _ }-'�+ 56ao �! _ f1 f j C I-.5,J`41 SUBJECT / PROPERTY rrtl Nw —95 IST R EETeyt,16,_.J�l - - I .. I .. I ABBREVIATION AND MEANING LEGEND TYPICAL A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL -OH-OVERHEAD UTILITY LINES AIC=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.&EG.=INGRESS AND EGRESS R.P.=RADIUS POINT zzzz C.B.S.=WALL fCBW) A/R=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG C.L.F.=CHAIN LINK FENCE AIS=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAY I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 rHr W.F =WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK.=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT A PART OF T=TANGENT •0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.H.L.=OVERHEAD UTILITY LINES W.M.=WATER METER 1)IF SHOWN,BEARINGS ARE REFERRED TO AN ASSUMED CH.B.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF MERIDIAN,BY SAID PLAT IN THE DESCRIPTION A THE CL=CLEAR O/S=OFFSET W.S.=WOOD SHED C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO ck C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK =ANGLE COUNTY,TOWNSHIP MAPS.2)THIS IS A SPECIFIC PURPOSE SURVEY. EASEMENTS P.C.=POINT OF CURVE L =CENTRAL ANGLE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE g =CENTER LINE 1:7500 FT. C.P.=CONCRETE PORCH PL.=PLANTER C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND If =MONUMENT LINE SHOWN,ELEVATIONS ARE REFERRED TO 4)4)IF IF S DADE COUNTY. D.E.=DRAINAGE EASEMENT SURVEYOR D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING EASEMENTS P.O.C..=POINT OF COMMENCEMENT BM# ELEV. FEET OF N.G.V.D.OF 1929. DRIVE=DRIVEWAY P.P.=POWER POLE ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.]P.=FOUND IRON PIPE PT.=POINT OF TANGENCY SURVEYOR'S CERTIFICATION F.1 R.=FOUND IRON ROD PVMT.=PAVEMENT F.N.=FOUND NAIL PWY=PARKWAY I HEREBY CERTIFY:THAT THIS"BOUNDARY SURVEY"OF F.N.D.=FOUND NAIL&DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN L'rJDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17-6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING.AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND I OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY: G -THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ( AYE OF-FIELD-WORK) Wes) ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR). HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON: LAND TO BE SITUATED IN ZONE:X COMMUNITYIPANEUSUFFIX:120652 0302 L DATE OF FIRM:0911112009 BASE FLOOD ELEVATION:N/A. REVISED ON: CERTIFIED TO:NATIONAL TITLE ENTERPRISES LLC N SEAVIEW TITLE COMPANY LLC CHICAGO TITLE INSURANCE COMPANY *��TI FIOgTFP Y a i N0.2534 ¢� W. E �r d N STATE OF 9`NANO SUa 1 ll O � SURVEYOR'S SEAL S � ,�S if t9 ��C3 ►'�C��V tC��.Z .` MAIM, 101-1: S,SVr F's �'/ �3 t S(3 6 SIEMANS 200 AMP METER/MAIN MAIN BREAKER 3#2/0 THHN 120/240 VOLT SINGLE PHASE 3 WIRE NEMA 3 SURFACE MOUNTED C# remark pate trip wire size wire size trip pole remark c# 1 A/C CONDENSOR 2 30 10 6 60 2 AIR HANDLER 2 3 A/C CONDENSOR 2 30 10 6 60 2 AIR HANDLER 4 5 WATER HEATER 2 30 10 6 60 2 RANGE 6 7 WATER HEATER 2 30 10 6 60 2 RANGE 8 9 BATH GFI 1 20 12 12 20 1 REFRIGERATOR 10 11 BATH GFI 1 20 12 12 20 1 LIVING ROOM 12 13 BEDROOM 1 15 14 14 15 1 GEN. LIGHTING 14 15 BEDROOM 1 15 14 12 20 1 KITCHEN 16 17 BEDROOM 1 15 14 12 20 1 MICROWAVE 18 19 DISH WASHER 1 20 12 12 20 1 SMALL APPLIANCE 20 21 DRYER 2 30 10 12 20 1 WASHER 22 23 DRYER 2 30 10 12 20 1 GARAGE 24 25 SMALL APPLIANCE 1 20 12 26 27 28 29 30 1311 32 6700 S;c, 3 VA = � �c� �PAV I 'l LIDO ge X6 is700 V V1 -64 /G 940 yn v P9 R600 04 Low 4-0�f h Lo f 500 Vc,I� 0 Y r tyres F d" MA i REYES 1 Notary P c-State of Florida o, My Comm Expires May 11,2014 Cor- I „ # DD 972316 1 �1 oics, / )1 TH r/ IU E/ec�ylc' CJ Riser LA. 0--C, / C4 s - '•��'D �.1pµvPpb-,y MARIELA Public-State of Florida " -M omm.Expires May 11,2014 Commission#DD 872316 5Ie',-+c,," 200 Ipt JZ ovoel"e,+ e1-ec, 4 } _ ELECTRICAL SYMBOL LEGEND 110V DUPLEX RECEPTACLE }�_ J-BOX FOR FAN/ -1- PENDANT/CHANDELIER 110V SWITCHED RECEPTACLE INCANDESCANT lIG ITIN "�" SURFACE MOUNT®FiX RE QUAD-PLEX:RECEPTACLE WP INCANDESCANT LIGHTING WATER PROOF RECEPTACLE HANGING MOUNTED FIXTURE 8GFI GROUND FAULT CIRCUIT INCANDESCANT LIGHTING INTERRUPTER WALL MOUNTED FIXTURE ® 220V-RECEPTACLE rej�� - PULL CRAW FLOOR RECEPTACLE WITH BRASS SSED LIGHTING ® COVER PLATE; FLUSH WITH FLOOR FIXT RECEURE Q JUNCTION BOX RECESSED LIGHTING WALL-WASHER FIXTURE STRUCTURED CABLE WITH BRASS COVER PLATE; FLUSH WITH FLOOR yA�p�R PROQGF FiNXTURE ® STRUCTURED CABLE —_,_ ...,, 2'x4'FLUORESCENT A TELEPHONE JACK L_____J LIGHTING(SURFACE MNT.) ® TELEVISION JACK ELECTRICAL METER r---------( FLUORESCENT LIGHTING(SURFACE MNTJ Q� FUSE DISCONNECT C] ELECTRICAL CIRCUIT BREAKER r_ 2'x2'FLUORESCENT L_..! LIGHTING(SURFACE MNT.) ELECTRICAL PANEL IFN LOW VOLTAGE PANEL �' """� UNDER-CABINET LIGHTING E MAIN DISTRIBUTION PANEL AT AUTOMATIC TRANSFER SWITCH CEILING FAN © RECIRCULATING PUMP � SWITCH GARAGE DOOR OPENER ft THREE-WAY SWITCH 54 FOUR-WAY SWITCH FLOOD LIGHTS Sts WALL MOUNTED DIMMER SWITCH JS JAMB SWITCH SMOKE DETECTOR CLG.MOUNT &v LOW VOLTAGE SWITCH SMOKE ALARM a.G.MOUNT p PUSH BUTTON SMOKE/CARBON MONOXIDE / CO ° DETECTOR COMBO-CLG.MOUNT ® LOW VOLTAGE KEY PAD LIGHTING CIRCUIT ON VI# LOW VOLTAGE NUMBER EM STANDBY EMERGENCY PALL THERMOSTAT U.C. UNDER COUNTER Q C.M. CEILING MOUTED EXHAUST FAN ® T.C. TIME CLOCK CONTROLLED DEPICTS FIXTURE WITH A BATTERY BACK UP,MINIMUM 90 MINUTES P.C. PHOTOCELL CONTROLLED (E) EXISTING TO REMAIN