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HomeMy WebLinkAbout14-15735 O � � CITY OF ZEP YRHILLS ��� 5335-STN REET `; (sss)�so oozo 15 5 + ��� BUILDING PERMIT SINGL FAMILY RESIDENTIA� ' .� .�����'���,.,PER. NIIT INFORNIATICIN - : - - . .L':QCA'i'ION.INF.O:RNIATfON°��-�'�;��,.���..,�x��`:� Permit#:15T35 Issued: 10/21/20�4 Address: 37627 CQREY LEW1S AVE 324 & 325 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Wark: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Fee#: Est.Value: Book: Page: Cost: 68,q00.00 Total Fees: 655.50 Subdivision: GRAND HORIZONS Amaunt Paid: 655.50 Date Paid. 10l21/201 Parcel Number: 34-25-21-4180-OOOOQ-3240 ��;� `"' �' bCQ�NTRi4C�TOR INF.ORMATION" ;' - ` "_"�` "�;4WNER�INF.�ORMATION� ��"�L� :�°-` . � Name: BAHR'S ALUMlNUM INC Name: BANDKAU BRIAN C & MARGARET Addr: 6440 FT KING RD Address: 2801 BANDKAU RD ZEPHYRHILLS,FL. 33542 OWOSSO MI 48867-9436 Phone: (813 782-3513 Lic: Phone: (989}725-5823 Work Desc: ALUMINUM PKG /SCREEN RM ,SU RM,CARPORT , GARAGE, CONCRETE. - _- , � > ��� �� �, �.:��-�, A F �:�_ �.�; :. . -- APPLIC ION`FEES � � _�� m . �. � �� .�. �� B ILDI G FEE 535.50 ELECTRI AL FEE 60.00 ME HAN�GAL FEE 60.0� 1�, . l-����� � 5. ,.�,�- �,�, : . :,: . _ - - ,.�,, .:,��..:.� v� �.��:�. . Ins e�ti s Re ui"re. - ��' ��`:��,. �=.i rt. �: �dTE` INAL SLAB SHEATHING RAISEQ SLAB DRIVEWAY FRAME E�ECTRICAL f20UGH 1ST ROUGH PLUMB REINSPECTION FEES: Reinspection fees wil! compl with Florida Statute 553.80(2)(c)when eactra inspection trips are necessary due to any one of the foliowin reasons: a)wrong address b}condemned work resultireg from faulty construction c) repairs or correction not made when inspections called d)work not ready for inspectian when calleci e} permit not posted a jab site f} plans not at jab site g)wark not accessible. N4TICE: In additian to the requirements of this permit, here may be additional restrEctians applicable to this praperty that may be found in the public records of this county, and ere may be additianal permits required fram other governmental entities such as water manag ment, state agencies or federai agencies. "Warning #o owner: Your failure to record a no ice of corrimencement may result in yaur paying twice for improvements to your property. If yau intend t obtain financing,consuit with your lender or an attorney befare recording y ur notice of commencement." Complete Plans,Specifications and Must Accom any Application. All work shall be pertarmed in accordance with G Cades and 4rdi ances, NO OCCUPANCY BEFURE C.4. , CQNT C ORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MON HS WITHOUT APPROVED INSPECTIO CALI. PC�R INSPEGTI N - 8 HOUR NtJTICE REQUIRED PROTECT ARD FROM WEATHER - - �� z�/� . PAS PERf�41T SERVIC I` { I (813)788-5314 I IIIIII II�II I III IIIII IIIII IIIII IIIII IIIII Illll IIIII IIII IIII FAX 1-860-824-7Qg4 201416 118 . . Pertnit No. Parcel ID No 3 Y -�/-ar�d-actz�-��� NOTICE OF COMMENCEMEN7 State of �"/��""'� County of � THE UNDERSIGNED hereby gives notice thal improvemenl will be made to certain real property,and accordance with Chapter 713,Florida Stalutes, the following inlortnalion is provided in lhis Nolice of Commencemen• ' / 1 Description of ProPerty: Parcel Idenlificalion No. �� 3a-y� 3d S- � ���f v/— Street Address: 3?�2°2'7 C dr �� � `�,'� 2. General Description of Improvemenl /ho6 �e 2 s�t. � � e sr� J'�� 3. Owner Information or l.essee infortnation It Ihe Lessee contracted for the improvement: �� �'rtr,� ,�a-�2all1�U 3 71�a-°�me ��� L�r,�,cr .�4� � 3 i Address Cit Stale Interest in Property: Name of Fee Simple Titleholder. (If diKerent from Owner lisled above) ' � Address !r �S. / __ . G . City State q CoNractor. G/l LU-//L Name�7Yl� ���„� d „_ JC/ p � /C_.U�/j aJ Address G y State Contractors Tetephone No. 5. Surely: Name Rept:1636888 Rec: 10.00 Address DS: 0.00 T: 0.00 — S�ate nmountotsond: E 10/21/14 D. Bo llla, Dpty Cle�k 6. Lender: Q F-- V Y�'. Name N w l� (���, �[J � Address Cily Stale � C� � 0 S J y- Lendefs Telephone No. - - � � z U �� � f— 7 P e r s o n s w i t h i n t h e S t a t e o f F l o ri d a d e s i g n a t e d b y t h e o w n e r u p o n w h o m n o t i c e s a r o h e r d o c u m e n l s m a y b e s e rv e d a s p r o v i d e d b y � O p = W N �' W Section 713.13(1)(a)(7),Florida Stalutes: ty, LLi � ~ � � p �' z J Name � � I— pQ PqULR S 0'NEIL,Ph. .PRSCO CLERK 8 COMPTROLLER (-^ � u- � U U 10/21/!4 1•1 a 1 of 1 — � � O O ��1 Address OR BK �'1 '� pG 671 State � � � U 1�'b-' Telephone Number of Designated Person: � �-- �- w � . U � O � p W ' 8. In addition lo himsell,the owner designates of_ Z U U Z ,J <L � F-- � Q to receive a copy of the Lienors Notice as rovided in SecGon 713.13(t)(bj,Florida Statutes. � �. U m � � V Telephone Number af Person or Entity Designated by Owner• � � � � ¢ O —I 9. Expiration date of Notice of Commencement(the expfration date may nol be before lhe c mpleGon of construclion and final payment tb the d � � u- = Q w —� lLil� O � � z contredor,6u(will be one year from the date of recording unless a diHerenl daLe is speci0ed: u- V v � � � WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AF7ER THE EXPIR TION OF THE NOTICE OF COMMENCEMENT u- O � Q � � ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SEC ION 713.13, FLORIDA STATUTES, AND CAN O I— Z w � RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE W � Q J W�' � RECORDED AND POSTED ON THE JOB SITE BE�ORE THE FIf2ST INSPECTION. IF Y U INTEND TO OBTAIN FINANCING,CONSULT _1 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOR NG YOUR NOTICE OF COMMENCEMENT a Cn � u- �('� � I— S �' z ��iQ } Under penalty of perjury,I dedare that I have read lhe(oregaing notice o!commencement d�lhat th faUs staled t rein are true to the 6est � � r. � � p., (� of my kn . �'"-""���STACIE LYNN HARTWIQ � STA7E OF FLORI fi j ,•: MY COMMISSION#FF06408T COUNTY OF PAS �•; r� t�'�y-� d'A' EXPIRES OctObe�21,2017 S' nalure of Owner or Lessee,or Owners ar Lessee's Authorized ♦.��Of M1.. �0o7)�9e�ot5� Floriaallota seNica.wm icedDirectorlPartner/Manag r ,` � � �r�n o%('Q.v GJ�s • -, �Rr Signatory's Tille/Otfice e� � The foregoing instrument vias acknowledged before me this��y of�����1SY �'�yJ /U�tQ/i�rL(� v s a �_(.[�/^i� (lype o authority,e.g.,oKcer,Irustee,attomey in fact)for �. r � 'd � �J�e{Y� (name cf p y o ehalf ofwhom inslrument was e ted). , ��' { d � �, � e � Personally Known�OR Produced Identificalion�- Nolary Signature �—" l � ° '•+� ��n ,;,� o � Type of Idenlificalion Produced L.v Name(Pnnq � � h�I l °� o �y "a� ��ti:r� �D '�� •�^. �,��,. e :�' �;. � � '� wpd a la/bcs/n oti ce commencem en f�c053048 I $�t9-78�-D020 C;1�1�y ol'�G�j�llyrn3�» �c:ri�u4r-��,�„����,�„ . . , � Buifding D-�ar�rr,�nt � Date Receiuec� --- -=------. �`C �( . c�f� ��� .._ �f� ' t Phana Confiact r Pennii�:in� -i•i-t-ti-1`I'I•l-j-1-i-{-{-1-- - -- �- -J= ------�---�- - - ---- -1-i�l-i-I'!-1 l ----�---- -l-i'i'1---- - ----- - :S ��1_r_r!_1_ht-1-►-t-t-l-i-t• Owner's Name '(J� G-� �C,/}qF/��� Owner Phone NumUQr ,�'9"' ,�r� -"'`�'��� ' Own�r's Addross • Owner Phone I�Ium�ael' ��� ��� ��a"'`�' � f ec�Simp(o Titlel�ald�r Name Qwi�z�r Phono Nunit��r�� � F�e 5impl�Til•l�hold�r A.ddr�ss • • • ao�Ao�r��ss 3 7� a�--7 �r ��� .�4-Ge t � �or rt ��1 � , sur�ntvistoN � - l�-��-�10! ��i�v' u'� n.p.r� �r.in� �3 S�d�''--o� �1.�"1�--�C���3 . • ' � �onr�a►xen r-ttom rr�ac��r�rrr,bac r�o�tcc} WORlC PftOP05�D ' tuGVlt CONSTR ADb LT Q SIGN [� MOVG � DCMOl.1SI-! . I�lSTAi�L . . � C�CP [I� P[3oPOSED USC• . 0 SFI� ' ��• CO M � OTl-lEf� ' � TYP�Or COI�ISTIZUCTtQN � C3LOCf�C � ' l=I3A E ' .Q STGGL � C7THEl� RGSCRIATION OI=WORK ' �L�L22�l. /�Q(Jfyl l`�fZ�� ' /'7' ~G�L � �J/j I3U1LDlNG SlZL ��� SG!raOTAGC t7�' j� I-ICIGI-IT �—�-� � 13UII.DlNG �I� �� ���� VAL.UAT 0I�OPTQTAL.CONSTRUCTiON �{ El.�.CTI�IGAL ,r , AMP SE VlGC � PROGRCSS�NCRGY � � W.R.E.C. !` - , �� �� �i�..S C,(?F'�f'cRA�l7'SEi�i/l(;� �( n�.UMBW� ,�� °__ _.� (����7�8-5314� F'AY i-�i-82�-�'��=� . � 1111GGl-lAIJlCAI. � � Vl-�Lt1A (ONOf=MCCFiANtCAL.1NSTALLATIQh • 5„�3� • 1� r�,s ' [� r�oor-�rv� �( s� c�A�.-rY C( ort-i�r� , � 1 r'lNISI-IED TLOOF2ZLCVATIONS �— ��( [=L Op,20N�Al�EA DYGS ]�NO • � t3U1Lp�R �,� '' ��j�� �} ' COMPANY ��t.t't/` �iS� • �C • SICNA'i'UliG �--?`�' X--�-� C.�.�.� f�f'�'i d RCG(5TERED Y i N rGG GLlRRSNT Y/N ' • ACICIIq55 � �T d �1`�' fC.- �• ' . j.iC�'CISB{1� ' �— � � e�ecrr�ici,�u� �,�,j� (��� � CQMPANY 11?�uc-. ��� StC�I�1�'TUTtC �!�."'����G 'J � ti-�" ftEGiSTCRL-d �Y/ I�I l=GG CURR�M' Y i N A�tdres� t y`�d7 /��� rt' � - Lic�nse#� � � . , . , . PL.U8tif3GR . C0111{PANY 81�tVA7Uft� t�ccis'r��o Y/ N. �f-c�cu�zReNT Y!N . Aciclr�s � Licenso# M�CI-!A!�lCAi. �.� O� COI1fiPA�IY i(JQ�.A` � r� ���° C SiGNATUt�� ��=-�5��✓ � � RG�tSTCCiGD Y/ N YCGGUfti�CNT Y/N ' . Adcfress ���/j �. �C.. /� l` � .Liaense�#' }�+� � OThi�R . ' , CONtf'ANY . - . . s1GNATUi� r���s�t�ca ' Y/ N r-cC cuar�r-�tx Y t N Actdress , Llcense�` � �� . . _ _ . -- - ---- --------- --------------- ------ - -- ------ ---------- - -- ---- ----- --- - ---- ---- -- -- - - ---- --- - ---• I�CSID�IV7'!AL A(tact�{2)Ptofi l�tans;(2)se[s of f3uifcilnc�Plans;(1)s t af Gnerc�y f-'orms;I�O-W!'ermI[�For n�w construction, Minimum ten(10)waridnc�days aiker submi[la!dale. Requir�d on�Ite,CanslrucGon Pians;Sinrmwaler Pians w!Sill•l=ence installecl, � Sanitary raciliti�s&1 c3um�s�er,5ite WorIt Pem-iififa subdivisionslfarc�e�rojacts . , COM11ttCt�CtAC Ailacli(3)completG soEs of I3uIldlnJ 1'[ans plt�s a I.ii� Sa�f�ty Pac��;(1}set of�n�rgy.'f-brms.P-O-W Parm11 for new construcfian. MInimum Len(10)wadcinc�ciays aftor submittai dat�. Roquired ansiEe,Gonstruciton FIans,Si�rmwafior Ptans w/Sii[f-onco fnstalled, Sanitary T=aciti{ies&�i dumpsfer.Site Warlc['erm{t fio a!!new nro,(ecis.AIt commorciai rc�,quiraments mus�meet carnpllanco " siGht PCRntiiT Attach(2)seks of�nc�Ine�red Plans,- "'*'"*I'RQPCRTY SUl�VCY requtr�ci�tar atI NGVV cons ruction. � • ; ' -1-3-I-l-l-l-l;l-l-l-1-l-1-l-1-l-l-1-I-1-l-l-hl-l-I-1-I-I-I-[-I-I-I-[-I-I-I I-I-I-i-i-t-1-EI-2-I-t-i-I-i-FI-1-1-1-i-2-t-Fi-2-I-t-I-I-t t-i-S-t-t-t-i-1-l-l-J-1-2-1-3-1•1-I-I-1-l-1-1-1-1-1-1-I-l-I-11-l-I-1-1-I-I-I-I-1-I-I-I-I-I-1-I-t-I-1-i-�-t-t•1-t-i-i-I-t-i-t-I-t-i-t-1-1-Ft-l-3-i-t-i-1 Dir�ctions: CtI!aut apglloaQon compl�[oty. ' . Ownor&Gontractor sfc�n bacic ofi appilcatian,notarizec! ' • ifi over�;250p,a Nqtioe of Gomme�zc�m�ixt is r�c�utr�d. {A!C upc� ad�s ovor:1�5�OOj � '"� Agen[{far the co,ntracEor)or Powor of Attom�y((ar ti�a own�r)would o someone wifih notariz�d IQtfier i`rom owner authorixing sam� - •OVCR Tt�IC GOUNTCt3.�'CC1.N{ITTtNG (F"i•ont of A{�pllcafiian OnIy) � t�eroofs ' S�wers Sorvlc�.Upgt•atlos A1C Conc�s(PlottSUrvey(f=oatage) . Drivaways-NaC over Count�r if on pa6lic raadways.:needs RoW � � N�TICG O1=17�GD RC�Tl�1GTIONS: The.und�rsigneci unc(ers�t�ncis ti�at�tl�is permit may I�e subj�et�:o"doecP'resirlc{ians" wi�icii may b�mare r�sl:rictive th�n Co��nfiy r�gulnfiIons. TI�e und�rsign�d �ssumos responsilaiiity•For compiianc�witf� �ny �ppiic7Uie cieed resfirictions. UNLIC�NS�D CONTf�ACTORS ANi� CONTC�ACTOI�. I�,�SI'ONSIBILITICS: l�f �Lh� own�r h�ts hir�d � cflntracfior or , eantraetars�la uncl�rC�Ic�worlc, ii��y m�y he requir�d•to bo 11c�ns�ci in ��cord�nc�uvifili st�t� �tncl loe�( reguia�ions. f�f th� cantr�cfor is nofi licens�cl �s r�quir�d !�y l�w, ha�li7 �[he awncr and confir�cCor m�y�U� cited �Far � misdem��nar violation under st�fi� i�w. 1�"fhe own�r or in�t�nd�d confr�cLor �r� unc�rfi�in �s fio wh�t licensing r�quir�m�nfis m�y app[y�for fil�� tntencl�c(worlc,fihey arc aclvis�ci to�confinct fii�� P�sco Couniy Building insp�cLion Divisiorz—Lic�nsing SeGiion a!727-8�7- 8oq�J. Ft�rlhermore, i�T fhe owner i�tas I�ireci �t con[racfior, �r confractors, h� is �civis�ci to i��ve tl�e confr�ctor(s} sic�n par[ians o�F'the "contr�tci:or I�Iacic" o�f fihis �pp(ic�[ion �Tor which Li��y wiil b� res�onsiUte. .t�i`you, �s �[17� owner s�gn as ti�e eontracfar, f1��1 m�y I�c �n inc(ic�i:ion {!»L lie is riot properly lieensed ancl is not �nfii�Eieci �ta p�rmi�(ing privit�ges in naseo Cocmty. ' TRANSI�ORTATtON IMPACTIUTILITI�S tMt�.ACTANb PCSOUI�C�R�COV�RY I=�CS: Th� und�rslgned underslands fiha[Tr�nspor[�fiion imnact i=ees �nel RecoL�rso Recovery F��s m�y�pply fio�l�e construciion'o�f new bullclings, cJ7ange a�f �3se in �xistinc� buildings, or �xp�nslon a�T�xisting i�uiidings, �s sp�ci�Fi�d in Pasca Caunty Orelinanc� numuer 8�-07 �nd 90-07, �s �mendccL T(1� unclGrsic�n�d nlso undcrs�(ancls, �[i»t sucl� •F�es, �s m�y 1�� due, wiii 1»�idenfii(ied �[t1��i:ime o3 . ��rmit�inc�. it is �Furti»r unders�(oocl �th��l Trans�art�tlon Imp�ct C'�es �nc! R�source Recov�ry t=�e� must Ge paid priar to rec�ivinc� � "c�r[ifiic�f� af occupancy" or�Fina) pow�r rele�see i•f.�[!�e praj�efi cloes no�[ involve � c�rti[icaC� o�f oc�upancy or �final �ow�r reiease�, �t���Feos musi: tae pnid prior��o permit issunnc�. Furtl��rir�are, 1�F�'�sco Couni.y Waterl5ewer (m�acfi 'fe�s�re clue,fl�ey must b�paid prior�[a ��rmit Issu�nce in accorcianc�wifl� n�piicnbi� P�sco Coun�y ordin�nces. GC?i�lST[�.UCTION LI�N LI�W(CI����lei•7�I�, 1=loricIa 5���:utes, as �.mend�ci): l�('v�tu�fiion o�(`worlc is m2,500.00 or more, t cortiiy fii7��: f, ti�� appfic�tnt, hav� b�en prouid�d wi�Ll� � co�y o�f �C1�e 'Tlorld� Consfirucfiion L.i�n Law—Ffom�owner's I'ro(oction Guicle" �rQp�r�ci by�ti�� r(orida De�artm�nt a�r Agric�tlturc anc! Co��sumer AFf�irs, I�f ihe �p�alieant is someone ofiher than th�'bwner", i cer[i('y th�tt i h�vc.obfi�tined � copy o�fii`�c abov� ciesct-ib�d docum�t�G 7nci {�ramis� in gaod•Fai�h to c{eliver i1 to the"owner"prlor i:o commencemenfi. GC�NTRACTOP'�IOVI/N�P'S AT=�IDAVIT: 1 c�rli�Cy th��C�nII�the In�Forma�ion in�his appiic�tian is aecur�te �nd tiiat aii rrvorlc wil( i�� dan� in com�fi�nce wifl� �ll ��aplic�bl� I�vus r�gul�ling cons�truci;ion, zoning ancl lancl d�velopmen�t. Ap�iic�tion is horeUy m�de fio obt�tin � �ermit ta do wark �ncl insta!lafiion �s indic��L�d. f c�rL•i��y �thai: no vuorlc or insfia!latio« has comm�nc�d �rior to issuanco of � p�rmit �nci ti��fi �11 woriz wiii U� perfarmecl ta me�t sfanclards a�f �!! l�uvs regulating constru�lion;`�G,_�unty �nc( City coctos, zoning r�guiatians, �nci i�nr1 d�v�ioprnent regui�tions in fii1� jt�r(sdiction. 1 �iso c�rtify�I��t ! �srid�rs��nc! Ll��l�il�� r�gul�tions o�f o�lh�r government �g�naios m�y apply fia fiti� infended worl<, �ncl fih�t it is my responsibi(Ety fo icl�nti�fy w17�t�c�tlans 1 mus�l t�lte fio be in compli�ncc. Sucl�ag�ncies Inciuci� i�ut ar� not timified to: - Dep�rtmenx ofi Environmont�i �prot�cfion-Cypress B�yheads, W��lland l�re�s and �nvirnnmenially Sensltive Lands,W�terlWast�wa�tor Tre�tfim�n(. - 5o��fil7west Cloricla W�fior M�n�c��m�n�[ Dis�[rict�Vlleils, Cyprass Bayi���tds, UVeti�nci Are�s, Afl�ring W�fi�rcot,mses. • - Army Corps o�F Cngin�ers-Scawa{}s, Docks, Navigala[�W�terways. - pep�r[tn�nt of i-te�itl� & R�1i�l�iii[ative ServicesiGnvir.onmen�lal 1-l��ltl� Unifi-Wells, W�stew�l�r Treal:m�nt, �apt(c T�n]<s. - US �nvironm�nfia! Protecfiion Agency-Asb�stos aI»�t�men[. - 1=�d�r�1 Aviafion Auii�ori�y»Rt�nw�ys. ' � 1 unctorst�nd ih�t fihe 1'oiiowing restricfiions apply�ta'i�h�us�a�C•Fill: - Use o���fi11 is nafi�Iiow�ci in 1=1ood Zon�"V"uniess expr�ssiy p�rmitt�d. - !�C �th� •fil! mzterial is to U� us�cl in 1=looci Zon� "A", it is ctnderstood �ti��fi � cirain�g� �i�n �c(dr�ssinc� � � "com��nsafing volum�" will b� submit�:ed �t timc o�f p�rmit(ing whicti is prcp�rod Uy a pro�F�ssional �ngine�r iic�nsed by the St�te o�F C"lar3d�. • . - 1��fihe �ri11 m�teriai is fio f��-us�d in F'iaacl Zone "A" in eonnee�ion virith � p�rmiL[�cl Uuilcling using stem wall � consfiruction, I certi�Fy�[h�t•��i11 wiii U�us�ci�oniy�:a�iii the�r�a witf7in tl�e sfi�m w�l1. � (f.'fill malGCia! is fio 1�� used in �ny �r��, i•aerfiifiy �tha� us� o�r sLich �Fiii wifl ��o�; adv�rs�fy aff�ct acljac�nt ' �rroperli�s. fF.tss� o�f�Fil! is�fo�►rid �to advarsely ��Ff�c��c[J�cen[pro�erti�s, �t1�a owner m�y bc cifi�d��ar vioi�fiing t1�� condii:ians of ti�e (�uilcling p�rmil: issu�c(�und�i••CI7e att•ach�cl �aerimit a�ap[ic�tion, •�or Iots Iess fitian an� ('i) �crc wl�ici��r��tev�t�ci i�y�'i(1, �n �ngin�cr�d drainag� plan is r�quired, 1•[1 �m ll�te AG�NT I=OP TI-IC OWN�P, ( �aromis� in gooci•F�'rtii to in�Form fii7e owncr cr�i:f-�� permiii:ing condilions se1:•farEh in fif�is ��FfidaviC nr(or to comm�ncing �onsfirucfiian. i �mdersE�nci [h��t � s�p�r�t� p�rmit m�y iae rec�uir�ci�Car ei�ctric�l trvarl<, pittmfiinc�, signs, we1Js, poals, �ir condiiioning, gas, or ather insfi�Ilafiions not�specFFically inciueied in h1�c applic�fiion. A p�rmit issu�d si��ii he eonsirueci i:o b� � lic�ns�to �aroce�d wi�:l� the worlt ancl not�s �utl�ority fio,vlai�fi�, canc�i, �ifior, or set�sici� nny provisions o•�the i:�el�nicai coci�s, nor sh�li issuance o�f� p�rmil preven�t�L•l�e Building o•Fflci�!�from t[�ere�fter roquiring�corr�cLion o��crrors in �ians, consfiruetian or vioi�i:ions o•��ny cod�s. Cvcry�a�rmil issL��d si7�11 b�cam� invalicl uniess fil» worlc�ufihoriz�d by such .p�rmit is comm�nce�l within six mon�tl�s o�F permit issu�nce, or i�worlc aufii�orizeci by fii�e nermit is sus�onclecl or�Uanclon�d�•for a p�rlod o��six(6� months a�Ti:er the{im�fihe worlc is camm�nccd, An extonsion m�y be roc�u�st�d, in writing, �(rom fl�� t3uildinc�'O�f(ieizl �Cor z p�rioc! na[fio exc��cl nine�[y (90) days �nd wiil ciamonsfir�[e jus�[iFinl�lo c�eise•ror�[i�� extansion. I�Fworic ce�ses•Fo�•nin�ty, (�0) consecu•Civ�cl�ys,�L1��jof� is consiclor�c[alaandon�d. WARNIN� T� ClWN�P: YOUI�.C1a.I�.UI�.0 TO PCCOP� �l, NCfTtC� OI= GOItt1I1tI�NCCNI�NT itl(,tl`f �.�SllL.T IN.YClUP I'AYING TWICC t=oR IMnI�.oV�IUI�NT�To YouI�pl�al'��'�.TY, Il=YoLi I�IT�ND To oJ�T,�iN �tNANCiN�, coNSULT Vt!iTt-i YdUR�L.CNI�GI�oP AN l�T3'C7T�NZY 1���0I�� P�GORI�INC YOCJR NOTIGC �T' GOMM�NC�iVf�NT. r-�.or�toA�ur�A�r tr-:s.���.a�} -- -- - �-— -- _ , . _ _ _ OWNZ�i OR AGGN�'�- •��� ` _ CpNTP.ACTO ..�-�'--.�� i s or or�firme 6�ore me il� Suuscri d an sworn to(or aflirm befi me ' . ubscr U�r1 and w n ( f �)� 1�� f(�°"1�6Y.._s r-C JY�'s�G�G� D-1Y— by �('�.GK i�l� � W110 istaro nerson�ily imown to mo ar i�as/llave pmduc�d Wl7o is/�ro person�Ily Icnown fo m�ar has/i� e produced — - as iclontIfc�tiion. �s ici�ntiiic�tion, Not�ry PuG11c Notary Public Gommissl Commission iVo. NOTARY Pti'tS1.,�-S'fATE OFT�LOR.IDA NOTAR'i PtH�iC•S1A1'E OF�I,dRIDA ,�"""�- �-��?zanne Bahr � Plamo of No(�ry ly�sed,�r '• �F�tatnp.�ic•n�`EE044504 � Nam�of Notary ty�ed,printed or s[arrt� �:�omn iss��,n�EE6445d4 ''o�,,,,,,.�'"EXjJiTes. �+OV.22�2014 'o, ,=EXpi!':'; VOV.22�2014 $Qh�ED'PHRC:�TL.1�;i�BO\'DL°IG CO.,INC. '""`•` BOh'DED THRi'?:!!.;�'rlt.B'l\'I)LtiG CO.,INC. �`'k �� ' +. c��� ��,. �. ru` � ;•�;� =�;. , ,� r • � . . i e3t�'t}�� �lyl'�lI�1S BUILDING PLAN VIEW COMMENTS ContractarlHomeowner: y �tGtC`in C�G Date Received: � f -- Si�e: Z !� �S Pezmit Type: - ��.mf Approved wlno comments. Approved w/the below omments: ❑ Denied w/the below comments: ❑ This camment sheet shall be kept with the permit and/or p ans. �Q° �" ( Kal m rtz —Pians Examiner Date Cantractar and/or Hameowner (Required when cornments are present) Q�-N�O����J . • �o� �3d� � 3aS _ � - � . �'�,�.�%o t�d . /�s �� - . �y-�d/-- o��o-d�;��-�Q � �a.�, oo ' . i�, � . . _i� - - P120P• ` � ` �e�.�2dOM � ��/ � � . , � � _ /� . � � 7� i�,00' �,o,Oo' �z�Od ' _ . , � �' P20P. � �, � �-�sr , n�,�1 . °° w - t �' a � GA� � � — p2°P �� N � , ' �� LI � �,� -f ' �` /0 • ;� -->.- w �� Pr2�, cn .z7 . � o G ` � . Q n b eSf/A//'G�ls') I� � . � a ; ,� .�. _ , � � • • Q ----------- . ' - ���- �Q� • " C D/LE% C�U �' � ✓� � V`!1�'�"�� i - , ��4�L,L CC��FL� �BU�'➢�G - _ .�.� ��it�:�=n���,,��� 1L�?R�'C�DE A�D p����'i�``��;�.PL���L``'��2` �A�CE� • C ��oYI�,G�s�,�g��1�.1-5 ORD , 11 , . �-zo-��� � R�.�r1C� D,�T'� C�TY OF ����'��ERILLS CS � PLANS E�'`�' , - . �'I - Florida Bt�ilding Code Online ' Page 1 of 2 _ . , _ � ��:��?^V_2���L�'C*.-�?s ,-�-•'�7�,�,�'zM':.'�p.ic3� .�:a.���,:'v.cJ.`..v`,:e,:�`i..s.. ��� ,x''� ' _:�-T=:,'r£ii���,y� ,_�,e.+.�.cRS<�=�,t,`os>,�.«?<�.i1<�-3�-.r;;`'y:'i �.r�-'��',E�s,"���'€43?`r:H?'ia1.,:.Y� ,.b,.z3t't'n,': ��r.:t... - I (y.'YS.S�: Ssf`ri�%:!,,y�{�c���YSS�q.n,�./ :�Si�a:V.'`���. 4i4.V'�:�'y��v%l::fk'.;-�ai1Ki�5�YVe...�'� X'4`,}' � 'Y- i'�4"_" r�e -�,':f. -G7:�'�.iF.i•:�E�; :S��A�T,F_7•. ��?.yW a,�"�2.-:._y�:£':����:�•�v-.?��i' '� T '� _ ;'F _ �,r.; y�i ,� �'a;.�f> _�+;•� z, r��� � .r, �>€-s`" -Rs-:.i,,. �'�µ i� _� { �. '�' ' '? i ?,l*' 1,� .y'4.1;,�. ''"'��f`��<�,�'_;*�,:..r,�a7'�,vL"f`��'.�i.. 'x:=� a',�,:, > +.=4.�3`.�_:'n�"��'•'.:�.. �,:3'G �^.-' . �?z.?�::'°_r 2� .e*s-. o-S^,;-..:.C'�r�-`<%� ,t_=�"_�k". - -4�'���'.i� :F� ��:r. i t �`S:i� �a�i` e".� c ti�r r' M^ti-�`� �"'+• `',�+'. ; �:;,-.r ,�`�;',. ,,. ��� � I ^u.�'P .. ���`��.6���'�:����i';���9� � �°��'�'+ ,�-• r;��.. � �_.'a. _ w����._"�'i,�`—.,,{"�.5;��:sf�."�-'t',:r�.;.•,c s-r,i�?„�=^..; -�.�?.��a��;,� .p�.¢�p.� '' - t,.. y �.a - w���"r^,.:,..<�, r�� .�.�y�?' .��. � � `� "k`i'�"��`'"�'4�'smr""{,'�a��.+.�"-o.S'�d�'..-".�4•:,c37=''r�_�'r�.rJ�x[`y=�•���'��'�,'�"z.�:r'�'^�'^�'���''+a�:�"'�a<i:c:3 �r�'a'!•�'•9 � �.° `!��'-�'� �: FlO(Ida DQ�fI(11211t� BCIS Home Log In User Registration Ho[7opics Submi[ urcharge StaLS&Fac[s �Publications FBC S[aff BCIS Site Map Links Search Busines ��� � � a �{�'� ::: Product Approval Professi \�UI `(�:, � USER:Publi[Use� � Regulation , Produd Aooroval Menu>Product or Aoolication Search>A II tio Li >Application Detail _._�, � �� „���,� � FL#' �� FL153-R4 `.� � � �•��-;�„��� Application Type Revision �• ,•,,e,�.-y; �a„�a� Code Version 2010 � "tat-`ti.�:;���'�, , i4pplicatfon Status _ Approved Comments � Archived _ � Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900,SW 44th Avenue Ocala, FL 34474 ' (352)368-6922 Ext207 mlafevre@cws.cc Authorized Slgnature Michael LaFevre mlafevre@cws.cc Technical Re resentative Brian Tenace � P Address/Phone/Email 1900 SW 44th Ave. � Ocala, FL 34474 (352) 368-6922 Ext291 - btenace@cws.cc - Quality Assurence Representative ]eff Thompson _ Address/Phone/Email 1900 SW 44th Ave. � , Ocala, FL 34474 (352) 368-6922 Ext221 � _ jthompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluatlon Report from a Florida Registered Architect or a Llcensed Florida Profess(onal Engineer - •` Evaluat(ori Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed,the Evaluation Report . Florida Llcense PE-58201 - Quality Assurance Entity Keystone Certlfications,Inc. � Quality Assurance Contract Expfration Date 03/O1/Z014 Validated ey Steven M. Urich, PE •r Validation Checklist- Hardco,py Recelved Certificate of Independence FL153 R4 COI EvalReo CWS-1718(HS-6200).�df Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/101/IS2/A440-05 2005 , - ASTM E 1300-04 2004 . , _ �guivalence of Product Standards � h+t,-,•//flrc,-;.aohn�lrl�nn nrn/r�r/r�r ar�n rltl acnsr7naram �x�('rFVXCI�xrtTlr,tNR57�nvr�WTCIAhV 4/1 R/�.�1� ' XX HORIZONTAL SLIDER (NON IMPACT) NON-IMPACT REQUIREMENT: �� � 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO CO PLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. ' 2.GIAZING OPTIONS:(SEE SHEET 3) 3.APPROVED CONFIGURATIONS:"X/X" 4.DESIGN PRESSURE RATING(SEE SHEET 3j: 72" MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND�LASS TA LES ASTM E-1300. 32" 35 3/4" MAX. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILT TION GLASS DLO PANEL WIDTH TEST PRESSURES AND GLASS TABLES ASTM E-1300: 5.ANCHOR,4GE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN TH DESIGN � OF THIS PRODUCT SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATfON , FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM S REQUIRED IN WIND BORNE DEBRIS REGION. � 72 � 7 ALL FRAMES AND VENTS SCREWED TOGETHER.SMALL JOINT SEAM SEA NT USED M� ' AT JAMBS. UNIT HEIGHT 8.REFERENCE TEST REPORTS:NCTL-2103522-3 69 5/8" s 9.SERIES/MODEL DESIGNATION HS�200 , MAX. PANEL 10.1X OR 2X WOOD BUCK,STUD FR,4MING ORALUMINUM FR,4MING TO BE D SIGNED HEIGHT X X AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUC AND . FRAMING IS RESPONSIBILfTY OF ARCHITECT OR ENGINEER OF RECORD.PO CH ENCLOSURE MEMBERS SHALL BE 6063T5 ALUMINUM MINIMUM WITH MINIMU WALL 65 7/16" THICKNESS OF 0.045".STRUCTURAL INTEGRI7Y OF PORCH ENCLOSURE TO ECEIVE GLASS APPLIED LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. DLO 11 SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12.WEEP SLOTS=1l4"x 1"LOCATED 6"FROM BOTH ENDS. 13.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE ASH c , ' s DESIGN PRESSURE RATING - +35 B UPDATED,PER 2010 FBC 1 /14/11 TEF LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 0 /08/08 , `�J�`PNOREh�rr�.�� � `r�M'%�LW�'lZ , G , f �` 5�'GEN"•. ' s� �<. �GP;'4� `S�`•,py�� - WQJDOWS&DOORS ���' No 58201 '��� �900 SW 44TH AVE. TA9LE OF CONTENTS = ' OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS. 1 �� `�`: * �*= ITLE Lucas A Tumer,P.E. 2011-11-i6 10:00-05:00 �-fl: ' GENERAL NOTES&ELEVATIONS ANCHOR SCHEDULE 8 NOTES. ....2 :�= D.P CHARTS 8 GLAZING DETAILS..3 11/16/11 '�'• STATE OF :4i+' ERIES: RAWN BY' ATE: OZIOB/OB 'O•. �uC 6200 ADE . SECTION VIEWS&ALT FRAME....... 4 PROPPoETARYPND COFFIDENML ' T•.F P'�.� �i C Q,.'\ � ODEL. SGALE: WG.N .: EXTRUSIONS&B.O.M,,.... .,.,...5 TNEINFORMATONCONTPINEDINTHIS�R4WINGISTHESOLEPROPERTYOFCUSTOM ♦FS•. OR1 ; ALUM.XXSLIDER NTS CWS-171 INSTA�LATION DETAILS. ... .6-7 ' WRI77EN pERMI5510N OF CU TOM WINDOW SYST MS,oINC.IS PROHIBI ED.O�TME ,���/S1�NA;�`1�, EV.LETTER: B ' HEET: �OF 7 10 1!2" O.C.MAX. 2"TYP. `�'_' NIAX 15" MAX O.C.(fYP) � 5" MAX 4" NP• SEE NOTE 2 4 SEE NOTE 2 6" TYP. 5" MAX� A 5" MAX. ' i t 10 1!2" O.C.MAX. 1fi" MAX O.C. � Cn'p) � ' , , INSTALLATION INSTALLATION � _ ANCHORS(TYP) � . ANCHORS(fYP) � � B B � A ' ANCHOR LAYOUT-FIN ANCHOR LAYOUT-FIN THRU NAILINO FIN(PLUMINUM OPENING) 7HRU NAILING FIN(WOOD OPENING) � NOTES: � 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. � 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1l4" USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT , 3.LOAD B�ARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. ' 4.#10 SHEET METAL SCREW ANCHORS OF SUFFICENT LENGTH TO ACHIEVE A THREE PITCH THREAD MINIMUM PENETRATION BEYOND METAL SURFACE. . 5#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4",IN ANY DIRECTION,SHALL BE ACHIEVED'. 6.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL 'DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7 INSTA�LATIbN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL B UPDATED PER 2010 FBC '10/14/11 TEF , NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TuRNER,FL P.E.5e201 A UPDATED PER NEW FBC REQUIREMENTS 7/08/08 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ������pRE�j�r��� (y'����WV�Z A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) �� rl W � �,' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �� ���5 P.•"""•� TG���i� }�it�F C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,IYPE 1(OR GREATER). ` GP�•��G E NSF.��Qy�' ...µ�ND01Y5&DOORS D.ALUMINUM-6063-T5 11/1G/11 �J�� '•�' 1900 SW 44TH AVE. , ti�. No 58201 .7�� � OCALA,FLORIDA 34474 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH "t: # �*= ITLE: � THE CURRENT VERSION OF THE FOLLOWING REFERENCE.DOCUMENTS: =�o: :q� ANCHOR SCHEDULE&NOTES-NON-IMPA T FMA/AAMA 100 FIN WINDOWS,FMA/AAMA 200 FLANGE WINDOWS, w�', sTATE OF :�� ERIES: RAWN BY' NTE: � � � � 'O•. �u. 6200. ADE 02/OB/08 FMA/WDMA250(BOXWINDOWS),.FMA/AAMA/WDMA300(EXTERIORDOOR$). � TMEiNFOanv�noNCOrrraNO�Pow DRAWINGISTHESOLEPROPERTYOFCUSTOM �"�FS;�'�OR1�A'���:� ODEL.qLUM.XXSLIDER scn�E: NTS Wc. o.. WINDOWSYSTEMS,INC.ANYREPRODUCiIONINPMTORASAWHOLEWITHOUTTHE �i� S����'����N`��� CWS-'I�'I WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBRED. f�/�1��A'Itit��� EV.LETTER: B HEE 2 OF 7 -�{ �3/16"ANNEALED GLASS � �3l16" TEMPERED GLASS I GLASS lYPE A • GLASS 7YPE B FULL SIZE FULL SIZE MODULARSIZ�S(UNIT\'VINDOW SIZ� , W ID7H HIIG HT(L� (IIV) GLASS 7YPE 17 7/B 29 1/2 31 1/2 35 1/2 39 1!2 41 1/2 43 1/2 47 1/2 51 1/2 53 1!2 55 1R 59 1/2 72 24 3/4 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +�5/-35 +35/-35 +35/-35 +35/-35 +35/-35 NOTE. IF SIZE INTENDED IS NOT SHOWN,USE NEXI'LARGER SIZE. 27 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35(-35 +35/-35 +35l-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 29 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35l-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 37 1/2 A or II +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 35 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 39 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 4] 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 43 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 B UPDATED PER 2010 FBC 1 /1;4/11 TEF 47 1/2 A or B +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 LUCAS A.TURNER,FL P.E.5e201 A UPDATED PER NEW FBC REQUIREMENTS 0 /08/08 51 1/2 A or B +35/-35' +35l-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 `i���tiiitrt��� 541/4 AorB +35/-35 +35/-35 +35/-35 +35/-3,5 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 ,�����PNOREI�� T���, 72 AorII +35/-35 +35/`35 +35/-35 +35/-35 +351-35 +35/-35 +35h35 +35l-35 +35/-35 +35/-35 +35/-35 +35/-35 +35/-35 `JGP,•��CEN3F•,�Qy�` � Il,ix�y�D�OItS - ti�: No 5820� �:7�% �900 SW 44TH AVE., OCALA,FLORIDA 34474 �Y� �*: * '*�nr�E: D.P.CHARTS AND GLAZING-NON-IMPACT �'o% ;¢'; IS/IGIIS '9=, STATE OF ;<f/: ERIES: RAWNB7' ATE: 'O•. �4� 6200 ADE 02l08/OS PROPPoETARYAND GODFIDENTNI ' 'n•.F A'�1� THEINFORAMTIONCONTAINEDINTHISDR4wINGISTHE50LEPROPER7VOFCUSTOM ��i�CCS'CpR1O,.'�\,� ooe�.ALUM.XXSLIDER SGALE: ,.' WG. O..CWS-1�1 WRITTEN PE M SSION oF CUSTOM WINDOW SY57 M5,INC.IS PROHIBITEDHOUT THE �i��S�pN A��,1��` EV.LETTER: B HEET: 3 OF� I , � � .� rlorida Building Code Online , , 1'age � ot 3 � �p,�,_ _ tx:,�''�:%�`s�.-r::'3#.��'"�',s��,. '�.".,"=3"v�,r,T±�?„���e,°.., � .�,y.i �';,�,v'�}��.�:,.� - - - �'",^�^,�,�,5_��„%�lpc::r,� �-?��f:�scf`v�'�':,�': t. k;,�;Z..,�:c�'.tn.4d��>%_s...�.�s •�''-"5;Y'.`�.�2:' �LL�_ _ 'r:N•�'t' -,_:. T�?e'���..-a:.-:.�.v+<.,;.r..>G�.r '"" - .�Y�,�k:_�`�i_.ti �h„ "T� =„ .}^��� �i w T-� a�w`:!a'�-:;``e:i.�.:q"_3° �i: N,-a-.�"FZ.--3 z;' � ,y �` --�.;4', -�-�cK`,: �>-�-:::.a-- ��.;� - - -- �.J �;• _ ' llf'_,,, `.L:, �=�.-"i,�.�`;. +Y-�'�e :�': ^`:.'.` r s- ?f:.4..�,nr'�� F ' ' 'L.��� , "�'*"�'� �ki�-,� .✓r*.�- i �.,'" �<..,.5,,,,,s��„� y��.:.:r',, z�::' '��m'" 'i::'�' .��,;_,.�. - Z4..,y. �5i�'_.::�'.Y:'t-,-"+.'a;i'��.�:n -�=4: ..:?t��`._'+K,:, a.��:cs�. �['•S-;'rsTC;�'tt< � ,'-��-��f-;" �cti «,j'° � 3R�t �t.3'a+�._° ,h " }^�'a . '..'`� {'si��=tl-'�+"`h'-^'�';: '�' "% "c� .��,.:7�a �9�) {�L�`�a,,;�`��.y3� �� S a �.y�g �rt'',�, [e��=a-��.�� i�.:,-. _ ��' �.�jW ���_��" `!z��y����� ��ifk' F��,y • hS+�+z'�.w'�,,;�1.._,.a.=:�� _ �Si:,.��..� _ <'•:�:'Z'f'•- 3�� Y�'n` Sa.i � ��.�� � t} . _�_ _ ' -w. �'i�'.-'^3'.ti���,r'.'i{��t�"!;tl'K»'=Z�r''C,:��bir:.4�i-Yn�j �- r"T�i�i3�iiv�}�"w. 1.`x• ��> Y_;S".YY �t'�y p�b3, .�a.�.`.�"iS:y:":m�.i.�s:���..n,J,�xi,k�,,,.,;.v�,�. . :5.r:y- �,+.�.'Y,s?.�Y�..,�,-,?=`-•.`^: �w •�.: .�r� ���2aY'.t�tll CI ^1 BCIS Home ; Loq In i User Registration ; Hot Topics i Submi[ urchar9e ; S[a[s&Facts-: Publications i FBC Staff ; BCIS Si[e Map ; Links ; Search ; �,Crdc�parmatt: , Busines�� � - Professioi"I�I ��s "� ProductApproval C1 I \y_ �/USER;Publl[User l.i-t�O O �/ �%! � Re,gulation Produd Aooroval Menu>P�duct or Aoolication Search>A licatton i5 >AppliraHon Detail _ ...u.<..r...^,.�`�',,.�a�� ei`�+�-^'•"•'�`�'• FL239-R20 n. _ � a:eF;°`�''2;�,' R# �:��,�:� - Application Type Revision Code Version 2010 • Application Status Approved . *Approved by DBPR.Approvals by DBPR shali be reviewed and ratified ' by the POC and/or the Commission if necessary. Camments Archived (7 " � _ Product Manufacturer PGT Industries ' Address/Phone/Email 1070 Technology Drive Nokomis, R 34275 (941)486-0100 Ext22318 druark@ pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtind ustries.com Technical.Representative , )ens Rosowski Address/Phone/Email " 1070 Technology Drive " ' , Nokomis, FL 34275 (941)486-0100 Ext21140 j rosowski@pgtindustries.com Quality Assurance Representative , Address/Phone/Email Category Windows � Subcategory " Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER - , Validated 6y Miami-Dade BCCO-VAL ' Referenced.Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of Product Standards - , Certified By " Product Approval Method Method 1 Option A . Date.Submitted 11/27/2013 _ Date Validated 12/02/2013 - _ , Date Pending FBC Approval Date Approved � 12/04/2013 � • https://tivww.floridabuilding.org/pr/pr_app_dtl.aspx? aram=wGEVXQwtDquSlBu8CAEm... 9/9/2014 GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW 'I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REOUIREMENTS OFTHE FLORIDA � � BUILDING COOE,INCLUDINO THE HIOH VELOCITY HURRICANE ZONE(HVHZ). 53-118"'TIP-TO-TIP WIDTH 2)SHUTTERS ARE REQUIRED WHEN USEO IN WIND-BORNE DEBRIS REGIONS. 62-1/B'BUCK WIDTH �- 52•1!8'BUCK WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADE COUNIY APPROVEO MASONRY NO ANCHORS qg_1/8• _ 4B•7/B' ANCFIORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCREfE REQUIREO IN VISIBLE LIGHT VISIBLE IIGHT FLANGE 0'MAX. MASONRY UNITS AND CONCRETE WITH MIN.K51 PER ANCHORTYPE,SEETABLES 6&8,SHEET4 8 6. FRAME HEAD -`B 3'MAX. �-»-- --�p 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WO00 BUCKS LESS THAN A - -- 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALI.ATIONS.1X WOOD BUCNS ARE OFTIONAL IF UNR IS INSTALLE� 4 � I DIRECTLY TO SUBSTRATE.WOOD BUCK3�EPICTE�AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X 8UCK5 g•MAX.FROM L- 7— � 36-1/2" /� (WHEN USEO)SHALL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CENTER OF - �j � VISIBLE � _.___.�/I 35-112' AND INSTALLATION IS THE RESPONSIBILI7Y OF THE ENGINEER OR ARCHI7ECT OF RECORD. 21• �IGHT -C MEETING � _� / VISIBLE RAIL_ MAX.O.C. 78� / LI�HT 5)ANCHOR EMBEDMEM TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINQ OR STUCCO.USE ANCHORS TIP-TO B'MAX.O.C. OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 8,SNEET 4 S fi.NARROW JOINT SEALANT IS USED ON ALL TIP � ' FOUR CORNERS OF THE FRAME,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHINO - --_ -- ��,HEIGHT , STRATEGY FOR WATER RESISTANCE OF INSTAILATION SHALL BE�ONE 6Y OTHERS AND IS BEYOND THE SGOPE AI BUCK Cf OFTHESEINSTRUC710N3. - _ / - } HEIGHT / - i 7p� B'MAX.FROM J� / J BUCK fi)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE CENTER OF HEIGHT SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINO APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE MEETINO / SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON 7HEM BY THff WINOOW. qq�� I / . Z3• , 7)DESIGN PRESSURES: 1 �o.�. � A.NEGATIVE DESIGN LOAOS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 0.POSITIVE DESIaN 1OA05 BASED ON WATER TEST PRES3URE,STRUCTURAITEST PRESSURE,FRAME 9° '--`�-a NO ANCHORS REQUIRED � '--`� ANAIYSIS AN�GLASS PER ASTM E1300. MAX. 3'MAX. IN FLAN�E FFiAME SILL - 8'MAX.O.C. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEO TO RESISTTHE WINDLOADS CORRESPONDINO TO THERE�UIREDDESIGNPRESSURE.THE33113YoSTRESSINCREASEHASNOTBEENUSEDINTHEOESIGNOF TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF ANCHORS INTO WOO�. �TESTED UNIT� ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS (TESTED UNIT) OF THE FLORIDA DUILDINO CODE FOR CORROSION RESI3TANCE. - 9)REFERENCES:TEST REPORTS FTL-8479;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA ND9-2005 FOR WOOD CONSTRUCTION AN�A�M•200fi ALUMINUM DE310N MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANG6 FRAME)OR OUIOE TO SHEETS: 400'I SERIES(FIN FRAME). , GENHRAL NOTES....................... 1 ELEVATIONS............. ............1 � �ESIGN PRESSURE RATING IMPACT RATING� DESIGN PRESSURES....... .2&3 VARIES, NOT RATED FOR INS7ALLATION,FLAtJOE......_....4 , SEE SHEE7S 2&3 IMPACT RESISTANCE IN3TliLlATION,INTEORAL FIN...6 WINDOW SHAPES AtJD SASH CONFIGURATIONS i1S SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE � ANCHOR�UANTITIES..... ....8 SHAPE IN A BLOCK AN�OBTAININO DESION PRESSURES FOR THAT BLOCI(31ZE FROM THE TABLES ON 5HEETS 2 8 3. OLAZINO OETAIL9.. ... ..7 CORNER ASSEMBLV.. ._. ...... 7 EXTRUSION PROFILES. ...........8 �- WIOTH -r{ F�-- WIDTH -�'I PARTS LIST........ ....................8 -- "- -'— ----- ----- f-- � PRODUCfREVISOD �/ �/ � � aswmplyingwiWlhePlarida �111�I I 1�� Duildlug Code �� �, M/ �i� Revlaad By: Date: Rovlalont Accepinnw No 1� D13 \� ��V , .. „<(F �� ErDtralipn Dale I� HEIGHT -- HEIGHT ; .�� .�,�Er,sF�• �*i •1� 10/1D/11 2010 FBC NOTE $ � � �: R�vf�ad 8y: Dafa: � Revl�lon; �Mlam DudeModuelCauU � � �/ �/ ' =*.: Ho.5B705 • : • �- � Dascrlptlan: D/own By: `�0�''•���oF�� :\=tu` GENERAC NOTES&ELEVATION J.ROSOWSKI '� slnt . EOUALIITE PROVIEW/ORIEL ARCIITOPPROVIBIY/ORI2L MDIUl70PE�l1ALLffE ��0�'•., F����pP•'��j � 1070 TECHNOLOGY DRNE TIN�7 ' Da��: ''%cSS10NA�-�?` N. VENICE, FL 14275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P,O. BOX 152B �����1 I 1 I I�t�� NOKOldIS, FL 34274 Safan/Alodal� Scale: ' Sh�k: ' Orow7nq No: Rew ALYNNMILLER,P.E CERT. DF AUTH. �2929E SH�ZOO NTS �I OF S MD-SH2O0-01 A P.E.N 68706 TABLE 1: TABLE 2: z Monolithic Giass T es 1'RODUCTItEVISED , . Maximum 'Design Pressure(IbsJft)forGiass Type A, Fin&Flange Frame yp• �wm��yprgwlth�hoPlorida Wlndow Sesh Helght1 A il8"Annealed Dulldliig Codc � (see Figure A,lhis sheel) Maxlmum Window Wldth� pcceplonceNo 1•�DI f2 - Helgh! B 1/8"Tempered E irationDuto 2o!(a '19-1/B" 28-1/2" 33" 37" 41" 45" 49" 53-118" C 3l18"Annealed 23" 11-9116"(Equel Llte) +55.0 -90.0 +55.0� -90.0 +55.0� •90.0 +55.0� -80.0 +55.0� -90.0 +55.0� -90,0 +55.0� -90.0 +55.0 -80.0 Mlnm' aJo PraJuct Con � D 3116"Tempered under 18-0/16" +55.0� -�0.0 +55.0 -60.0 +55.0 •75.2 +55.0 -65.5 +55.0, -67.3 +50.2 -50.2 +44.8, -44.8 +39.9 �9.B E 1/4"Annealed 37" 18-9/18"(Equel Llte) +55.0 -90.0 +55.0� -A0.0 +55.0 -64.2 +55.0 -74.5 +55.0 •B8.5 +55.0� -81.0 +55.0 -67.7 +b5.0 -65.0 F 1/4"Tempered o�er 18-0/16" +55.0' -90.0 +55.0 -80.0 +55.0� -75.2 +55.0 i -85.5 +55.0 j -57.3 +50.2� -50.2 +q4.B� 1J4.8 +3�J.9� -39,8 r, under 15-7l8" +55.0 I -90.0 +55.0 -B7.1 +55.0 -73.4 +55.0 .-63.8 +55.0 -58.8 +50.0 -50.0 +44.8 -44.8 +q0.0 -0O.D X = s'Q TABLE 3: � r" a 38-3/8" 15-7�8"thru 18-3l16"� +55.0, -80.0 +55.0, -90.0 +55.0, -78.7 +55.0 -&8.0 +55.0, -58.5 +51.1 -51.1 +45.8 -45.9 +4�.3 -01.3 � .- 19-114"(Equsl Lite) +55.0 -90.0 +55.0� -80.0 +55.0� -82.7 +55-�i -720 +55.0 -83.5 +55.0� -57.8 +64.2� -54.2 +51.6� -51.b Insulated Glass Types 0 0 0 � d • o�ar 18-1/4" +55.0� -80.0 +55.0 -87 1 +55.0' -73.4 +55.0' -83.8 +55.0' -58.8 +50.0' -50.0 +44.8 -44.8 +40.0� -40.0 4 7/8"Anneeled,114"Alrepace,1!8"Annealed �'p � Z N � under 19-�J116" , +55.0� -81.5 +55.0 -72.3 +55.0 �1.3 +55.0 -55.3 +50.5 -5D,5 +45.8 -45.8 +qz,0 -42.0 +38.7 -38.7 H 3/16"Anneeled,3/16"Alrepaca,1/8"Annealed � � o O �� 45„ 19-8/18"thru?2-518" +66.0� -90.0 +55.0 I -87.8 +55.0, -74.0 +65.0 �4.3 +35.0 -58.8 +50.1� -50.1 +44.8 I -44.8 +q0.0 -40.0 I 1/8"Tempered,1/4"Alrspace,1/8"Tempered � E� 22-9/18"(Equel Llte) +55.0 -90.0 +55.0 -80.0 +55.0, -78.8 +55.0, �88.1 +55.0 -58.5 +51.1 -51.1 +46.0 -48.0 +41.4 -41.4 J 3H6"Tempered,3/i6"Alrspace,118"Tempered W J �� o�er22-9l18" +55.0 -81.5 +65.0 -72.3 +55.0� �1.3 +65.0 -55.3 +50.5 -50.5 +45.8� �5.8 +420 -d2.6 +38.7� -38.7 � � � under 20.1/8" +55.0� -71.8 +55.0� -82.8 +55.0� -55.4 +50.3� -50.3 +45.9� -45.9 +41.7� -41.7 +38.9� -38.0 +38.2� -38.2 Q � LL 49„ 20-1/8"thru 24-1/2"3 +55.0 -90.0 +55.D -82.5 +55.0 I -88.6 +55.01 �1.8 +55.0 -b5.4 '+q8.3 -48.3 +qq.8 I 114.8 +q0.0 -00.0 pIGURE h SnSH U "O 24-0/16"(Equel Llte) +55.0 -80.0 +55.0, -80.0 +55.0 -76.4 +55.0 -BB.5 +55.0, •57.8 +50.4 -50.4 +45.0 -45.0 +40.1( -00,1 cROSS sec7ioN ,�O � ¢ � � (WITH MONOLITHIC p owr24-B/19" +55.0 -71.8 +55.0 �2.8 +56.0 -5b.4 +50.3 50.3 +46.8� -45.9 +41.7 -41.7 '+38.8 -38.9 +38.2� -36.2 GLnSS) a Z � W p (n under20-13/�8" +55.0 -87.8 +55.0 -59.9 +53.3 -53.3 +R8.5 -48.5 +qq,� -q4.1 +40.2 �0.2 +37.9 -37.8 +'3q.g -3q,g � Z -��' > Z 20-13/18"lhru 24-11H6"3 +55.0 -89.8 +55.0 -80.3 +g5.0 -87 7 +55.0 -80.8 +Sq.Z� _gq.2 +49.0 j �9.0 +44.2� -44.2 +q0.0 �0.0 �- � > '� 4- 4 qua e + . . . - . - . . . . . - . . . . - . � � � o�er 24-3/4" +55.0, -87.8 +55.0 -59.8 +53.3 53.3 +48.5 1l8.5 +44.1• -44.1 +40.2 -40.2 +37.8 •37.8 +3q.8 -34.8 � d � � S O under24-15/18" +56,0 -58.0 +43.8 �13.8 +41.9 -41.9 +39.1 -30.1 +38.0� -38.0 +32.8 -32.8 +30.0 -30.D +27.6 -27.8 � I Z w �N 24-15/18"thru 30-5/8"9 +55.0� -75.0 +56.0� -88.0 +65.0� -57 4 +51.9 i -51.9 +47'4� -47 4 +q3.2� -d3.2 +39.9� -39.9 +37.3 -37.3 � SASH � @ J 01" VISIBLE LIGhfT I � �(n' � �� 30.9/�6"(Equal Llte) +55.0 -87.8 +55.01 -75.8 +55.0 -68.8 +65.0 I -59.7 +53.5 I -53.6 +48.7 �48.7 +43.8 I �3.9 +39.9 -38.9 HEIGHT I HEIGFiT �"� �` R W u Z � x m �� �� ouer348/16" +55.0 -87.8 +65,0 -59.9 +53.3, •53.3 +48.5 -0S.5 +44.1, -44.1 +d0.2 -40.2 +37.8 -37.6 +34.8 -34.8 sASHHEIOHT-3-9ne' � under 25-3/A" +54.7 -54.7 +41.2 -41.2 +q0.3� -40.3 +37.8 �7.8 +3q.8 -34.8 +31.3� -31.3 +28.8 -28.0 +26.5� -28.5 I � 63" 253/4"thtu 31-518"' +55.0 -72.0 +55.0' -83.2 +55.0' -55.7 +50.5 -50.5 +q6.1 -48.1 +41.9' -41.9 +39.0 -39.0 +38,3' -38.3 � �N N �' 31-9l16"(Equal Lile) +55.0 -83.9 +55.0 -71.7 +55.0 j -84.8 +55.0 j -58,2 +52.4� -52.4 +47.9� -47.8 +43.3 �3.3 +30.7 -38.7 � ��� � owr 31-B116" +55.0 -87.8 +65.0 -59,8 +53.3 -63.3 +q8.5 I -08.6 +44.1 I 1{4.1 +40.2� -40.2 +37.8 -37.8 +34.8� -34.B �U�� � under 28-3/4" +53.3 -53.3 +38.7 -38.7 +39.1 -39.1 +38.7 -38.7 +33.4, -33.4 +30.3 -30.3 +28.0 -28.0 +Z5.8 -25.8 ��oo 0 73" 29-3/4"lhru 36-5/8"� +55.0� -81.0 +52.0 -62.0 +48.2� -08:2 +qq_0 �4.0 +40.1� -40.1 +37.0 -$7.0 +34.1 -34.1 +31.4 -31.4 � a Z o� � 38-8118"(Equal Llta) +55.0 �68.3 +55.0� -SB.3 +52.1� -52.1 +51.5� -51.5 +47.0� -47.0 +42.7� �2,7 +39.8 I 39.8 +37.0� -37.0 � o�er38-9/16" +56.0 -67.8 +55.0 -58.3 +521 -52.1 +48.5 118.5 +44,�I 44.1 +40.2 �t0.2 +37.8I -37.6 +3q.8 -34.8 under3l-3/q" +53.3 -53.3 +39.7, -38.7 +38.1 -39.1 +38.7 -38.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28.0 +Z5.8 -25.8 \`\��������3���i�� 78" 31-3/4"thtu39"' +55.0 -5B.3 +48.D -48.0 +q5.2, -45.2 +41.2 -01.2 +37.9 -37.9 +3q.8 -34.8 +31.7� -31.7 +29.6 -29.5 \�` �C , ,.....;�N/��: 39-1/18"(Equel Llto) +55.0' -92.5 +50.8 -50.8 +48.3 -48.3 +45.2' -45.2 +442 j -44.2 +40.3 -40.3 +37 7 -37 7 +34.8� -3q,9 NoTes vQ-;•'' '•'���% w 'Tip-to•tlp olmensfons for flange windows shown.For fin windows or huck dlmenslona,eubtract 1". 1)USE THIS TABLE FOR ALL WINDOW3 THATARE OLAZED WITH 1/9' ��;� o p O O�'. 4-° ANNEALED GLA55(TYPE A). _ .W � - a:, '�i Y '04era11 sash helght.For clear dayllght halght,subtrect 3-B/16". ' _ :z N i� O r °• O'�g s 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH >'•`u O �N 4��_ a Size range Includes the stenderd Pro-Vlew(3-o+�er-2 con6guration)far the gi�,sn Window HeighL = �•y -z u OR HEIGHT DIMENSION SHOWN ON THE TABLE. ' ) x ' �^ c For o�drell sash wtdth,sublrect 2-15/16"from the buck dlmenslon, f Y2�•, C{ ,.•'lV�; � %, 'S'.( •••.. .....•'��(� d /'/,���il I I I�11p�\`\` ,r . , , if 4 � INSTALLATION DETAILS FOR FIN FRAMES eoc� EDGE DIS7ANCE EDQE DISTANCE ' TYP.ANCHOR TYPE,EMBEOMENT AND piS7ANCE 714"MAX SH3M E�GE EDflE DISTAAlCE PER SUBSTRATE,SfE � � 1J4'MAX 3NIM iYp,ANCHOR TYPE, � � 4t5SAMCE TABLE 8,7HiS SNEET EMOEDMENT ANp EDGE (� 2X WOOD,SEE INSTALl.A71 ON �2X WOpD,SEE Np7E 2,THIS SHEET 2x WpOD, DISTANCE pER SUBSTRATE, I I NOTE 2,7HIS �� — EMBEDMENT — SEE N6TE Z, SEE TABLE 8,THIS SHEET 11 5liEE7 OPT1oN s — en�seo�sEr�r rHis stt�e-r H�R120NTAL SECTION C-G CURVED HEADER EppE — EDGE 2X WOOD, INSTAlLA710N DISTANCE SEE NOTE 2, ' 8 ANCHOR{SCREW) ..�"'"�-� DISTANCE �� 7HIS 8HEET Zg 41 27 THft4UGHTHEFtN DISTANCE (^�� ..-_-��' __,� � ED�E '!2 81 pISTANCE 1 �� EMBEDMENT � � ' '—�' EMBEDMENT — _—_ —_ � iJ4•MAX SHlM� � �_ 6� TVP ANCHOR7YPE, 1/4'MAXSHIM� 3B EMBEpMENTAND '1.465' EDGEDISTANCE q TYp.ANGHOR7YPE, PEftSUBSTRATE, � EMBEDMEMTANQBpGE — � 24 INSTA(.l.ATlON ' �� ( SEE TABLE B,THIS oisrANCe PER suesTan�, �NSTAL.LATION = --—_ — OPTION e SHEET � 8EE TA9LE 8,THI9 SHEET. visieLE �I se INSTALLATION OPTION 5 � 3P VvT e4 INSTALLATIONANCHOR ttGHT � (� 4PTIC7N E , � lNSTAl.l.kTi6N d3 EXTER�OR (NAtC}7HR4tlGtiTHEFiN HEIGH7 81 30 $TRAIGHT HEADER ANCHOR(SCRE4t� VISIBLE LIOHT WIDTH � INSTALLATION ANCHOR THROUGH 7HE FIN � � I 29 (SCREWjTHR0Uf3HTHEFIN BUCK,WIDTH EGRESBFaRMULAS _ (EQllAL�IT�} � a� MULLION SECTIC7N , �)C WIDTH:BUCK WIDTH•3" DADE APpE�OVED MUILiON,MAY6E HEIOHT:9UCK HEIGHTI2-5d3A0" EXTERiOft � INSTALLATION VEE2TICALORHOt21Xt1NTAl.MAX. � 2751" 1/4'SHIM.SEE SU83TRATE VISiBLE LIGHT FQRMULAS use�ittiea OP710N 7 PROPEftTIEB,7ABLE 6,THIS SHEET (EQUAL-LITE) BUCK LATCH(#28)OR �NSTALLATION WtOTH �NEIGNT �2 B4TTOM LOCK �'CHt7R(SGREWj {3A$H):SUGK WtU'TH-4-5t18" — 414`MAX.SNtM WtpTN{FIXED};BUCK WIDTH-3' (#15).78STED THROUGHTNEFIN EXTERIOR 6 HEI4HT(BUCKHEIOH7-A�1/1B")12 35 � UNIT LOCATION: � II I 8-5/8'FROM — -- WITHFIN �{ � ' g¢ VEN7Ht+lD. NtQSTEEL REMOVED � SECF-DRtLt7NG TAHLE 8: VISIBIE � $MS(GS) LIGH7 Anchor Substrate Mln.Edge Mln. HEIGHT �1 � 34 Dlstattce Etnhedmen! . � �I � 11 � 2-1I2°x.ii8"Sox Na{I P T.Southam Pine(SG=.65} it2" 2-7118" d e ERioR a 2-112"x.131"Common Nall P T.Soulhem Plne(SG=.55) 9/16" 2-7HB" d !� 2•1/2"x 145"RoofinQ Nal! P T.Soulhem Plne(S6=.55) B/16" 2-�tt8" �� P.T 9outhem Alna{$fl=.55) 31d° 1-3J8° 2.264^ �i 20 ALUMINUM/STEEL FRAMING OR 9TEEL Aluminum,6083-T5 min. 3!8" 1/8" STUD.S@H SUBS7RA7E PROPERTIES, #10 Steei SMS ScfOW(G� TABIE 6,THIS SHEE7 Steel Stud,Gt.33 min. 3/B" 0.�38 b NO'iES� A36Stee) 318" tJ8" PR6DUC1'RBVtSE�� 1)USE ONLY SU8STR4T8 IMIMUM OP 3 THREAbS BEYOND THE METAL SUBS7f{ATE. aa complyirlg wi�h iFro Flori�¢ � 1/A'MN(SHIM 1������ � l3uildin Codo APPftOPRIATBANCHORSLISTED � B � 2 ON TABtE 8 OF TH13 Sk{EET ��� y �'Y N �/i Ravlaed e. Date; Ac«plw�co Nn N . .. . Mr � r �rflYrsron: TYP.ANGHORIYPE, ... ..."��-.. � O . L! � Ex isuttqnlhue - 0110 FOL�OW EM@EDMENTANO ED{3E ���.•' ' fi � EMBEOMENTAND EDOE � E� DI5TANCE LIMITS,ANY �Q,��. �LtGENSg •.�Q ;,— JJ '(OJ'(QJ'j'T NO CHANGE � DIS7ANCE pER SUBS7RATE, ���r"� �-'� pIS7ANCE INS7ALLATION QPTION SHpWN � �'•'k % R�vli�d 8y: pote: Y L-k� , � Revlelon: Miami edcPmJuclCan SEE 7ABI.E 8,THIS$HEET. ' �� MAY BE USED pN ANY SIDE OF 7HE � ; No.58705 ; _ EOGE WtNDOW. : . DISTANCE � ({. * �_ Oeecdpt7on: INSTALLATIpN. =v �. n�.� er; 2)2XWOODFpAMINOORBUCK, ��•, La f°11 1 W— � .� FIN FRAME INSTALLATION LIETAIL^� J ROSOWSKI QPTION O EMBEDMENT � 1-1f2`THICKORGREATER. � Q S7ATE4f '±<.��C/� INSTA�I.A7IONANCNOR %��'' FtORtOP'.��.�\,,'` S NQV NCE4�342 5� �t,p Qate: � (NAtI)7HR4UGHTHEFIN �XW6pD,5EENOTE2,THISStiEET 3}VlSISLELIGNTWIDTNORHEIGtiT �i�SS��"" ������� p,0. BOX 1528 ���1GLE NUNG W1Ndt3W iNSTALLATION Q,�j�'�'��'�"� (ALSO REFERREb 70 AS DAYLIGHT �� /ONAIII- �� VERTlCAL SECTION D-0 EADINGT08EAbWGEDFROM /l LYNN�MILLER`P.E NOKOIAI5, FL 34274 Serlee/A7odel: Scale: Sheel: Drowlnq No. - Ra�; P.E.a6a,as CERT. OF AU7H. �125288 SH-20Q NTS 5 4F 8 MD-Sf-1200-01 A - Florida Building Code Online , Page 1 of 3 ''2.;��"�`m' 9,*� •,.-n�"pr�'-. T"<"TZ,y.e.��''"t'%3:s.'�^ w;�r..a y,t�.r,�. j«. ��=.:�* • .yza�w ��'�t� u+f ``3':L'`�;§�, -m'��".._;': ,..:., �r a,t��-•�'D=»���.�,, „��+ T��;� '`,.a c�'<�:aj�=:;;��_•a,'" �`:•�#��•-Y•,: -..::�lyt,d,�. �e c 'S� rz::SF?-.,."t,,,''.'-�. "�.y�.�.:y.<' 4.".� - •+^.3� ?..�'-,;.r �� s y:�: �^ e:,,...x.:.h�<�.�.,,�47�;`"M.,,�4',w k.,�,� �;;�;� ;�v:`: ��f. <nS>.:� �c _Y .�?3n '.;:i4,nYtf i.._.i.. ..x�.:. t.' 1. . ,?`h'_'k afx�. . -"r. _',c;�:±��'� I fi r •, i.,� i, �tf�e:t 'sJ� �"r_ �:..e r •�'3.` ��, - s.,�c� .- ' �k:L.>-'. .0 .+a 't ' . �+'t', -�' wz...��r� :t�.`e,•' `;;�'3>.�,;x,*..�.M�-.�,� �..^^..;�°r'.- -y.q�;;±' 's��f �'.�``� _,.. 'i�r l yT-@`, -:� ..��:`� yt_'.�.tt� t�:r�.:� . .-`r,`-�-"4�" ,T4�'%^-. S=�*' 4.�. � :v.. �_ �� - �' '�`�';�,T'-��•.,.�-�,„,_F �� �' P3 E �� ;�� �a �` A"'�~'�'e`$�' k - e �.� e �:'��*, �-r � ��.. � 4 j C 'Y ! � �k:-- �=` '-''S O';%�� }��`•-4.�'�„��4�.}' � S-�.+� '� <t� z�'.`."y.:.Y.�,1'_����' „_ ".- __ .... �y��.r���Y l'r`i3�� �w��:.•`^`3G -r:. ����'����'��q �S _i�'a�'�iVY�a� �!Vc�i`'t��:.^��_ ��:�'r=�y ~� �r� S 4,�'a ���r: •-%yJ••� "�tii�'�n,�a.nme�w�'�v.°ar.t�ctasv+oL4��n^-"wa"�%'�:l���e�vc�^L'yi�....�-. Florida�hpartm:(it�' BCIS Home Log In User Registration Hot Topics Submit urcharge 5[ats&FacLS ;Publicatlons FBC Staff BCIS Site Map Links Search _ Busines �� -�. � - _ Professi���al �' �"�)Product Approval - �.� USER:Public User � Regulation Product Aooroval Menu>Product or Aoolication Search>A I' ion Li >Applieation Detail F�:S*'��`z°-�,°'�3 ��s�,�r..� - FL# FL697-R3 �.5^"! 7, F'xyy,:� �� A licatlon T e Revision ' '"'��t-�.-_.�>." PP . YP `�: �r��� Code Version 2010 ������� Application Status Approved Comments , , Archived ' Product Manufacturer Amarr Garage Doors � Address/Phone/Emall 165 Carrlage Court Winston-Salem, NC 27105 (336) 251-1309 , danny.joyner@amarr.com , Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative erendon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336)251-1308 , brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Emafl ' Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior poors Subcategory Sectional Ezterior poor Assemblies Compllance Method Evaluation Report from a Florida Reglstered Architect or a Lic2nsed Florida Professional Engineer r Evaluation Report- Hardcopy Received Florida Engineer orArchitect Name who 'fhomas L. Shelmerdine � developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiretion Date O1/O1/2015 Validated By � Steven M. Urich, PE �� Validation Checklist- Hardcopy Received Certificate of Independence FL697 R3 COI Statement of Indeoendence revised.�df , Referenced Standard and Year(of Standard) Standard � Year ANSI/DASMA 108 � 2005 TAS-201 ].994 , TAS-202 1994 TAS-203 1994 , http://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDqtlBIzdQeYmrRgnl3... 4/26/2012 � pNO T�.S�;���C�CTIQI�REWIRE3�)3tA ow GLAZING OPTION CROSS SECTION STRUT. ALL STRUTS�TTFCHEO V/ty 1/�'a 3/�' �A21NG IAT�V�IIAH�C 1N VINO-8I7pNC OEBRIS NEGION HE%IEAD SCREVS�T EACH STILE ' 7�1e, 3 A 0.AZING XEETS ASTN E1700-a! 1]/B•(1300)� � ''7I� TI 2 ���� DavroFrama MINDOW FlIAAIE I : I C�1TFRRIR�KM[IS�� I6 GA RESIDENTIPL JUNfOR MTH UV Pft0iEC710N uIN.]32'7HICX S5s CLASS 2l' �� OPTOIIAL Dova WSEIITS � �/ B � 0 // �j// 22 1/2' 2�W E%TERINi SKIN(12W) TOP FIXiIAtE ATTAC{��V/ C m uv raoiccnoN 0 7/B'21' � .� f3)1/1' 3/�'HEZ ME�O SCNEVS \. . 21 � POJUSTAHIE SL1DE BRFCKET�TTACYEO \ V/2)V�'x LY B[1LT nN➢M7T3 � 8'0' e'�I� ' I 111 C1' , 27 G�INTERIOR SKIN � �� fI :� �,p. IB• : � 21'� 2J IFEaD SCREVS , 2 io��e x a/4' SECTION 8-B otnco iNroe rawe � . AN NFAD SCREYS Y.20fiA AT EA01 YnNDOW fAU1E STRUT CFC-FREE E%PnH0E0 e l/{•21' I 2��le i/1' PoLTSTTREIE INSUATIR! STfM QIP �9.77.U�.17 � 54• I A TYP[CAL TOP STRUT ATTACHMENT S1 tB' �B' ' EN➢MNGE 8. 11 G0. � SECTION NEIGHT . SECTIOH ifI61T 2' STRUT SP11C7NG � STRUT SPACING INSIDE ELEVATION , 2'W IHi.ANO TfIP SF[TIONS � 3'ON 8TM SEGTION l�G�.DURAS�fE laG0.UIPASAfE - ENO XINGE pTTpCHEU «T�HINGE AT7ACHED � V/(2)1/4'x 7/1' V/(4)1/�'x 3/�' ' 2' GA STRUTS HEX l�AO SCREVS �%�AD SCAEVS STEP/LIR HNiDLES�TTACHEO 7'20 G STRIIT QI 2'20GA STRUTS BOT SECTIRI 3'20 G�STRIff @! 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DaF AT NR MND:PFFD YM 163 tIV I�] 1]! 1]0 -�'(�� E1P091RE tElF1 B C C 0 0 I"�7/7 YEAX ROOI ImOIT ]0' IS' 2Y 15' L" `1 I.I.G � �� 16�C�RFNG[CWNT V)HSTW-SLL[N,NG 2)IPJ�wv.�lupqLD1 MODEL#1200 WcathctGuard Plus w/DureSafc � MODEL f11500 WcathcrGuard w/DunSafc Heritage,Strattord,and Oak Summit 3000 in Short, ��ie•oin. Long,Flush,Ribbed and Oak Summit Pancis B T flETNNQi (I)PEIt POLLFA 9.7E CFAH BT UI d11� 01/7/�01 QU1HC NUILER I'CA�V.STE TRACK 1%8 SOU7HERN YEl10W RNE m�an�r�xcss.ow• TRACK MOUNTING DETAIL ��RUCEPMEFlR g o¢omer uc w� a/v/o� SBG580-023 - (NO.i oa eer�x) DIQfD! hlLAS L 9f1YFHIn,E PE UC Xn OD1fl519 4kCf f ff 2 i WOOD JAMB ATTACHMENT TO STRUCTURE - I s/�s•z r uc suxrs swawc s•mou oms n�cN za•o.c�i�/z•evemuwq sruce rn�acs�T nus�ocnnon w/(4)i/s'-zo m�a sauce ea.rs e Nurs Nan Kx+K ea*�/e'x�•sru�m�c e•mou crms nioi x-o.c�z i�i•�mwrt> SEWRE TO JAY9 XITM(]J 5/18'DIA r 1-S/B' H�n sirtv[u'aan a/e'x z-3/�•snxnNa e•mou u+ns TMw ie•o.a(i i/�•cuemucNp V uc eoi.ts rrx/n�us[r nmHC�n(mu'eaA�/e'z r nN+nrw e'rmu cnos nm+u'o.c.(x i/z'Fvemuorq 4Yf50N 1/4'Y]'7REN Stl1EY15 STMfING 6'iRdl FNOS.USE PIblS Oi i/SfENFRS(����AT 8'O.0 � (I 1/]'61BmYYENNi� n�n i/a'x xa/a kwec-mH e�sa�ws srNnwo e•mou oms.usc runs or r�si[e+ms(�•�vurt� �r e•o.e fi i/�'euemuurt) Han suavc u+owa 7/e•x s-s/�•swcnric e'mou�ros tNw u'o.c.(i i/4•[uamwrq (OR���Q+d6 fOR MOLLDW C-00 BLDIXj 12 CA CALV.S1EEL 'ULS AND BOLTS GN BE COUMERAIKK i0 PFO."mE A RU91 YOlH1eA S1ASI[L JAYB BRACKETS - •rnnvuunw or woao.iwes ar or�ns � �Trnam w/U)I/s'-so E 7RAIX�Ll(I BOLT k NUT MWU CONQtEfE HOLLOM'BIDfM GSlOUfm dDCK (TMlOUGNI ' � SIRUCIURE SIAUCTUPE SIMICIINE SIItUCNRE H � ° � ° . I{�' c . vr Hw 2-� �-vr nw .• n�e.uue � e i TMP �•'� A iRACK CONFlGURATON FOR 6'6'UP TO 14'TALL DOORS °1Q"0R�W""� JAMB BRACKET LOCATIONS W,x.r'wiN te'a' DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H S "� °��ff�a°"5 oAh er .�o��r� � e caM4xim ouwc ro�ruaut ��e/nt n.i � uc No�z 6�6�� q,� 21" 39" 57"� 70� n -ase.o ies/rr Posn�c r�sv.m[ �, ,4�• 2��� 4z° 63" 76�� B fEKRD NOIEt 6 k7 12/16/� �T raci,mc a+eswRc T 6" 4,� �9�� 96" 54�� 72�� 82�� c uwrtn ro u¢i-ia�fec mio o7/zsni a+c 8' 4" 21" 39" 57" 75" 88" 8'6" 4" 21" 42" 63" 81" 94" MAx sizE � 9' 4" 18" 36" 54" 72" 90" 100" �s'r i a' 9'6" 4" 21" 39" 57" 75" 93" 106" �caric�nws.no�oies 10' 4" 21" 42" 63" 81" 99" ��Z" DESICN LOAD �.Fu.n�c in�n mw nrc oaon rs muis[m+m To n+e w+ncu m�x 10'6" 4" 21" 42" 63" 84" 105" �1 g�� +2e.5 a5F � � � rnou me mna n��o'n rs 7n�nsmn�n m 7xe v[nncu.�rues -29.5 PSF W C � $ n¢Haamr,rw.uue on uc+ncn xcrn�cs No raenw ar�n�e io�n 11' 4" 21" 39�� 57" 75" 93" 111" 124" i � � � �y�m���, 1E57 LOADS � � . c � z ua Knnu�.uues Acmws u�mnn ocsa�n�os a 11'6" 4" 21" 42" 63" 81�� 99" 11T' 130" +a5.3 PSF • .]Je.a 185/R t-vao las/R. _ � S � i � ' p$ . s . i 000xs am ewmrrus wu ec omam.uunx��e�uian 12' 4" 21" 42" 63" 84" 105"123" 136" 45.3 PSF _ � �wc wsrwm wm surmums�s gr vonTM er o.suti y� • i • � ' � ' �.uooa.isoo 000n socna�s suu.eE z�cti(.mal wi wmam us �Z�6�� q�� 21" 39" 57" 75" 93" 111" 129" 142" n w(,aie7�txmape aatm rrnum.F�o cu.vuaunw w/ B�1QD tlN Pd.lE1EA itM9� -�{�� a umc�imo ooa+gcTas s�ui�z�c,�(.me�Nx wmaaa iwo 13' 4" 21" 42" 63" 81" 99" 117" 135" 148" �y.y. a0E 3�GI. ON Yu!IXiEILOR R¢lID i9RYm.FIO G/LWMU110N M� /! euan ' v�nsm rw�s�. 13'6" 4" 21" 42" 63" 84" 105"123" 141" 154" i oap00�aas wm iab Nw��s�sr���scnv�s�xor ua'�ac°ni,w r•rn� 14' 4" 21" 42" 63" 84" 105"126" 147" 160" � 6 SPPORMC S11iUCNNAL FIFLLAl15 91I11 6E OE9dm 169[MRIAGE L9lNT VINSTQI-SIILEM,NC. 271U�VVVAI(1rtp,CID1 � � Br�qEasirnm rx�sail EHrn+mt ron xau Lo�os qll JAMB BRACKET IOCRTI�NS MODEL#1200 WeatherGuard Plus w/DurnS¢fe ' - - waunn w mis oanxv+c m'nnnw ro omm�a�¢ MAY BE MOVED UP TO •/-2' " MODEL#1500 WcathcrGuard w/DuraSafc Heritage,Shatford,and Oak Summit 3000 in Short, AVAILABLE TRACK CONFlCURATONS Lon Flush,Ribbed and Onk Summit Panels x.r.s. B� � � QIAIN BY tlJ OAIE O4/11/01 plAWNG h711�ER B a[oan er uc wrt an�/m SBC-580-019 Q701IDt hK1111S L 9fl1EFm0�PE I1G!1a�A 9RF1 7 CF 2 I HEREBY CERTIFYTHAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 STANDARD ALUMINUM RAIL 7O���r ATTACHED AT EACH PICKET W/ (2) #10x3/4 CORROSION RESISTANT SCREWS BOTTOM CHANNEL TO POSTS W/ FBC R312.2 PICKET SIZE AND SPACING SHALL NOT ALLOW 1 1/2"x1 1/2" x3/16" ANGLE PASSAGE OF A SPHERE 4" IN DIAMETER W/ (2) EA FLANGE #1Ox3/4" TEKS PER PROFESSIONAL ENGINEER SEAL ' O.C. MAX ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 1 1/2"W x 1- H BOTTOM CHANNEL Thomas L. Hanson P.E. 2"x2" ALUM POST TRIANGULAR OPENING SUCH THAT A 6" DIA FLORIDA LICENSE NUMBER:38654 SPHERE WILL NOT PASS EACH PICKET ATTACHED TO BOTTOM PER FBC R312.2 EXCEPTION PRE-MANUF. WELDED BASE, ATTACH CHANNEL W/ (2) #10 x 3/4" Mark Ronald Dunn, Jr, P,E. PER MANUF. SPECS. OR J"0 SLEEVE CORROSION RESISTANT SCREWS ANCHOR, 3" MIN. EMBEDMENT FLORIDA LICENSE NUMBER:73968 POST SET IN FBC Plans&Engineering QUIK—RDK ANCHORING CEMENT OR EQUIV. Services, Inc. OR FASTEN TO SLAB W/ALTERNATNE 6272 Abbott Station Drive Unit 101 ' a . POST BASE CONNECTION DETAILS Zephyrhills,fl.33542 RAILING/STEP DETAILS Phone:(813)788-5314 • : Fax:1-(866)-824-7894 + a Website: cplans.com d , 4; C.O.A.-#290549054 .. NOTE: ALL BRICK DIMENSIONS ARE DRAWN BY: W.p. NOMINAL. MAXIMUM RISER HEIGHT: 74" 9BANDKAU : DATE: NOTE: ALUMINUM:E38 TURCTURAL RAILINGS OR THAT EMEET FLORIDA I DIA GUCODEUREQUIR EALINGMENTS TREAD DEPTH: 10" MIN.AND HAVE REQUIRED FDA PRODUCT APPROVAL NUENTR 4M BE SUBSTTTUED IN OF TYPICAL CONSTRUCTION SHOWN.STAIRS AND RAILINGS SHAE CONSTRUCTED IN COMPLIANCE WITH X48"X48" PRE CASTr"LORIDA BUILDING CODO1O SECTIONS R311 AND R312 LANDING W/REBAR 4"X4"X16" PRE CAS 2" PRE CAST TREADS W/REBAR T ADDRESS• SPLIT BRICKS, MORTARED 4" CONC. CARPORT SLAB +. ;;�.; _• EY LEWIS AVE, IZONSLOT 324, FL. & 325 TYPICAL STEPS WITH PRE CAST TREADS AND LANDING CONTRACTOR: BAHR'S ALUMINUM, INC. - - - - - STEPS/RAILING HEADERS SIZE SPAN NUMBER OF ILIEREBYCERTIFYTHATIHAVEREVIEWED BEARING WALL 'W' lACK STUDS THIS PLAN AND FOUND IT TO BE IN 2"x4" COMPLIANCE WITH ASCE 7-10 AND SECTION 2 COX 4'-4" 1 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 SUPPORTING 2��X 6'-4" 1 FASTEN RISER PANS TO TOP PLATE COMP, PANEL ROOF ( z"x8" W/#12X3/4" WASHER/SEAL HD W 2 CDX $ -0" 1 ALUM RIDGE CAP W/ SCREWS 3 PER PAN ® ENDS & 8" 2 X10 12 #1Ox 5/8" SMS O.C. © RAKES 'CDX 9._6" 2 ,x12" 11'-6" 2 GLUED AND NAILED 12" O.C. W/16d (2) ROWS STAGGEREDALL ENERS IN 2"x_" ALUM S CONTACT W/TREATED WOODNNECTORS AND SHALL BE ZINC BEAM RIDGE COATED GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SP2, STUD PLATE TIE, TYP WALL PANELS (PLYWOOD) NAILING NOTE: PROFESSIONAL ENGINEER SEAL BALLOON FRAMED WALL (2X4 NAIL Bd NAILS 6" O,C. ® EDGES & 12" O.C. STUDS CONT. TO TOP PLATE (3) 2"x4" O 16" O.C.) FROM FIELD. ROWS NAILS SHALL BE �" MIN. PANEL EDGES.S. PLYWOOD SHEATHING ENGINEER OF RECORD WOOD MEMBERS- SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S David W. Smith P.E. 1 LAYERUED 1/2" NA2ILEDDX O SPECIFICATIONS. 50 ASgp 6 `p SFQ�1bV�CS FLORIDA LICENSE NUMBER:53608 ASTENED R M 4"0 WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6" ALTERNATE: SIMPSON FROM OPENINGS AND 24" O.C. ABW46RZ OR EQUN. FASTEN Thomas L. Hanson P.E. BASE TO ANCHOR BOLT IN W/4j" MIN. EMBEDMENT TYP. SLAB AND NAIL TO 2X4'S FLORIDA LICENSE NUMBER:38654 W/10d NAILS PER MANUF SPECS Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 SIMPSON SP1, sTUDIE yp BALOON FRAMED GABLE END WOOD WALL SECTION FBC Plans &Engineering Services, Inc. DBL 2x 6272 Abbott Station Drive Unit 101 TOP PLAT Ze h hills,fl.33542 ATTACH DOOR TRACK TO 2X p � SMB PER SITE SPECIFIC PLAN Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com OPTIONAL GARAGE DOOR C.O.A.-#29054 DBL. 2X WOOD OPENER HEADER W//" OSB, PER CHART 2X4 SYP JAMB. ATTACH BRACKET W/(3) "X1j" WOOD DOOR TRACKS TO HANGERS W/ LAG SCREW 1/4" DIA x1" BOLTS, NUTS & WASHERS DRAWN BY: W.P. EXIST. HOST WALL REVISION: DATE: REMOVE SIDING & APPLY " ALL GARAGE DOOR HARDWARE TO BE RO 1 L7RY}NALL TO HOST WALL INSTALLED PER MFGRS SPECIFICATIONS EXISTING FLOOR FRAMING RO 2 R0 3 1/2" CDX OR OSB R04 STRUCTURAL SHEATHING FASTEN PER NOTE CONC. SLAB KNEEWALL-2X4 ® 16" O.C. PROJECT ADDRESS: W/2X4 P.T. BASE PLATE & " ATTACH TRACK BRACKET TO 2X4 SYP DRYWALL OVER TYVEK JAMB W/(1) A"X1j" WOOD LAG SCREW BANDKAU PER BRACKET 37627 COREY IS AVE. GRAND HORIZONS LOT LOT 324 & 325 HOST CONNECTION DETAIL ZEPHYRHILLS, FL. DWELLING/GARAGE SEPARATION GRADE CONTRACTOR: OVERHEAD DOOR FRAMING BAHR'S ALUMINUM, INC. GARAGES SHALL BE SEPARATED FROM THE ADJACENT DWELLING UNIT WALLS BY J2" GWB PER R3O2.6. OVERHEAD DOOR 1j" MIN. SOLID-CORE WOOD OR STEEL DOOR (2O MIN. FIRE RATING) PER R3O2.5.1 WOOD WALL FRAMING CONTINUOUS ALUM o 2X10 SMB I HEREBY CERTIFY THAT I HAVE REVIEWED FLASHING • THISPLAN AND FOUND IT TO BE IN RIDGE BEAM, SEE • COMPLIANCE WITH ASCE 7-10 AND SECTION DETAIL ROOF SPANS for ENCLOSED ROOMS HEADERS SPAN JACK 0 BEARING WALL SIZE 1003(EXISTING BLDG.)OF THE FLORIDA 150uIt = 120asd EXP — B MAXIMUM SPAN W' STUDS BUILDING CODE 2010 3"x4'x.024" COMPOSITE PANELS 10'-7" SUPPORTING (2) 2"x4" 4'-4" 1 COMP. PANEL_ROOF 2X10 SMB 2"X4" KNEE BRACE (2) 2"x6" 6'-4" 1 II ( 24"X24' ) - 45 DEGREES 3"x4x.032" COMPOSITE PANELS 12'_,3" HOST STRUCTURE ROOF WOOD FRAMED WALL (2) 2"x8' 6'-0" 1 RIDGE BEAM, SEE iCONNECT KNEE BRACE TO (2) 2"x10" 9'-6" 2 DETAIL WALL WITH .05" "U" CHANNEL II FASTEN WITH (4)#12X2-1/2" LAGS (2) 2"x12" 11'-6 2 DBL. HEADERS W/" PLWD. SPACER, GLUED & 7T7 ����gr------------- H CONNECTION PT.- — — NAILED W/16d NAILS 0 24" O.C. (2 ROWS STAGGERED) / l KNEE BRACE CONNECTION PRODUCT APPROVAL CODE CHART JQ/j p//y RIDGE BEAM CONNECTION STRUCTURAL COMPONENTS CLADDING ROOFING /// SIMPSON SP7 SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL2291 ALL CONNECTORS AND FASTENERS IN CONTACT SIMPSON H10A FL11478 RISER PANS FL1779 W/TREATED WOOD SHALL BE ZINC COATED SIMPSON DSP FL10456 GALVANIZED STEEL OR SIMPSON 'ZMAX' SIMPSON SPH FL10456 7-(2) 2"X2"X.125" ANGLES 0 END SIMPSON ABU ABW FL10849 PROFESSIONAL ENGINEER SEAL OF BEAM SIMPSON LSTA MSTA FL70852 SIMPSON CS16 FL10852 IENGINEER OF RECORD --- -- ATTACH ANGLE TO SMB W/#1OX H RIDGE BEAM J" SMS, 1 SCREW PER INCH OF WALL PANELS (PLYWOOD) NAILING NOTE: David W. Smith P.E. BEAM HEIGHT PER FBC 2010 1609.1.2, SHEDS __L- W/LESS THAN 720 SQ. FT. ARE NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. IN FLORIDA LICENSE NUMBER:53608 ATTACH ANGLE FLANGE TO NOT REQ'D. TO HAVE GLAZED FIELD. ROWS OF NAILS SHALL BE 11' MIN. FROM STRUCTURAL FRAMING MEMBER 4 (WOOD WALL STUD OR BLOCKING) OPENING PROTECTION OR COMPLY PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP Thomas L. Hanson P.E. W/jq"X22" LAG SCREWS, 1 SCREW W/WINDBORNE DEBRIS IMPACT STDS. BOTH TOP & BOTTOM PLATES, ALL FASTENERS NAILED TYPICAL a PER INCH OF BEAM HEIGHT PER MFG.'S SPECIFICATIONS. FLORIDA LICENSE NUMBER:38654 S.M.B. TO WALL ALTERNATE CONNECTION: (1) 1 "X1 -- CONNECTION ------------------- CONNECTION o "X•125" INTERNAL 'U' CHANNEL NOTE: VINYL SIDING MUST BE INSTALLED 3 ------.7-.--------- OVER A MINIMUM 7/16" Mark Ronald Dunn,Jr. P.E. I WOOD STRUCTURAL PANEL SHEATHING FLORIDA LICENSE NUMBER:73968 (PLYWOOD OR OSB) WITH AN APPROVED FASTEN RISER PAN TO TOP PLATE WEATHER RESISTIVE BARRIER PLACED W/#12X3/4" WASHER/SEAL HD SCREWS I I UNDER THE SIDING. 3 PER PAN ® ENDS & 8" O.C. RAKES. FBC Plans &Engineering DBL 2"X4" TOP PServices, Inc. PLATE (ONLY NON—TREATED 6272 Abbott Station Drive Unit 101 WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE Zephyrhills,bills, Static 33542 2X4 CRIPPLES 0 16" O.C. IMPERVIOUS MOISTURE BARRIER) p Phone:(813)788-5314 DBL. 2X HEADER W PLYWD. SPACER OVER Fax:1-(866)-824-7894 DBL 2X HDR. W/1/2" CDX WINDOWS DOORS. SEE HEADER TABLE PER TABLE / Website:www.fbcplans.com 2X4 BLOCKING FOR PANEL SPLICE C.O.A.-#29054 INSTALL WINDOWS PER MANUF. WHERE WALL HT, EXCEEDS PANEL LENGTH INSTALLATION INSTRUCTIONS VSIMPSON LSTA OR EQUIV. AT SHEATHING SHALL OVERLAP BOTTOM AND TOP SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED THIS LOCATION PLATES, SEE NAILING NOTE f ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS DRAWN BY: W.P. WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR „ UNDER) AND NAILED PER PANEL NAILING NOTE. REVISION: DATE: 2X4 JACK, SEE TABLE 2 CDX PLWD. FINISH W/ VINYL SIDING RO1 ATTACH JACK TO CONT. STUD M ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT W 16d NAILS ® 24" O.C. EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE RO 2 2"X4" WOOD STUDS 0 16" O.C. JOINED. RD 3 INSTALL WINDOWS/DOORS IN 2X4 P.T. BASE PLATE OPENING PER MANUF. RO 4 INSTALLATION INSTRUCTIONS 4"O WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6" FROM OPENINGS AND 24" O:C. W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. 4" 2500 PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM PROJECT ADDRESS: SIMPSON DSP (OR FIBERMESH) OVER 6 MIL. POLY VAPOR BARRIER OR EQUIV. in SEE NOTE BELOW * GRADE W/EDGES LAPPED 6" & SEAMS TAPED, OVER CLEAN, ,yi.• BANDKAU /�� COMPACTED, TERMITE TREATED SOIL. 37627 COREY LEWIS AVE. ca CONC. BELOW /�/ / GRAND HORIZONS LOT 324 & 325 GRADE PER R403.1 `' ZEPHYRHILLS, FL. FRAMING FOR OPENINGS WITH HEADER 2 #5 REBAR CONT. ON ` �y� * WOOD SIDING, SHEATHING, AND WALL FRAMING CONTRACTOR: 3" HIGH CHAIRS 12' ON THE EXTERIOR OF A BUILDING HAVING A BAHR'S ALUMINUM, INC. CLEARANCE OF LESS THAN 6" FROM THE FOOTING WIDTH & DEPTH SIZE AS PER R403.1 & B1809.4. GROUND OR LESS THAN 2" MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, AND GARAGE WALL S E CT I 0 N/DETAILS SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 WOOD WALL FRAMING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE W DRUM. FLASHING INSTALLED UNDER TYPICAL CORNER COMPLIANCE WITH ASCE 7-10 AND SECTION DRIP EDGE OR FIRST ROW OF - - - 1003(EXISTING BLDG.)OF THE FLORIDA SHINGLES & 12" OVER COMP. BUILDING CODE 2010 PANEL 3"X48" COMPOSITE PANEL ROOF FASTEN W/#12X4}' WASHER/SEAL HD. SCREWS 0 8' O.C. AT EACH END AND AT 3"X48" COMPOSITE ALUM PANEL EDGE BEAM RAKES #8 X 1/2" CORROSION RESISTANT ALL PURPOSE SCREW (6" O.C.) 1 FASTEN ANGLE TO EDGE BEAM W/(2)#10x3/4" TEKS INTO TOP FLANGE EXISTING = 1X ATTACHED TO ALUM. EDGE BEAM PER PLAN O� /� POST W 1 10X1 ROOF 2 ) # WFi( 1Dx"X- 25 ANGLE SMS � 24" O.C. W 2 10x3 4 TEKS FASTEN ROOF TO REC.// CHANNEL EALHD ELEVATION VIEW - CORNER WIDTE H A5 BEAM BE SAME ACF-I FLANGE, FASTEN REC CHANNEL/HEADER SCREWS48"WD.C.EATSBOTTOM PROFESSIONAL ENGINEER SEAL TO HOST P.T. 2x4 MIN FASCIA W/ #12x2" SMS OR 3" LAG SCREWS ALUM POST @ 24" O.C. MAX (2) ROWS STAGGERED NOTE: (1) SCREW PER INCH OF REC. CHANNEL OR ANGLE ENGINEER OF RECORD ATTACH 1X ALUM. TO HOST STRUCTURE W/ 1X BASE RAIL David W. Smith P.E. 1/4" x 3" TAPCONS, 24" O.C. POST TO EDGE BEAM CONNECTION 6" FROM TOP AND BOTTOM POST /8" ANGLE W/(1) j" LDT FLORIDA LICENSE NUMBER:53608 CAULK BETWEEN FRAMING & HOST WALL W/3" EMBED. PER FLANGE (2)#10x3/4" TEKS INTO TOP Thomas L. Hanson P.E. COMPOSITE PANEL FASCIA ATTACHMENT FLANGE FLORIDA LICENSE NUMBER:38654 I3E J ALTERNATIVE:� Mark Ronald Dunn,Jr. P.E.1 X BASE RAIL FASTEN GIRT W/ REC. CHANNEL FLORIDA LICENSE NUMBER:73968 FASTEN W/ 2 1X ATTACHED TO 2X3 POST W/(1) #10x3/4" E S 2X3 #1Ox14" SMS @ 24" O.C. 2 x" HOLLOW FBC Plans & Engineering NOTE: (2) " TAPCONS MAY BE USED IN GIRT TYPICAL Services, Inc. PLACE OF (1) LDT ON ANGLE FLANGES 6272 Abbott Station Drive Unit 101 PLAN VIEW — CORNER ,.1 Zephyrhills,fl.33542 FASTEN "x2�IA/I,U ANGLE Phone:(813)788-5314 #13/4 �1(IEKJS Fax:1-(866)-824-7894 /CONNECTION Website:www.fbc lans.com CORROSION RESISTANT www p ALUM. EDGE BEAM PER PLAN 2"x3" MINx.045" ALUM. HEADER TYPICAL EXPOSED CONNECTION WINDOWS INSTALLED FASTEN W/A GIRT/PURLIN CLIPS & SCREEN GIRT PURLIN TO POST (2) #10x3/4" TEKS EA PER MANUFACTURER'S CONNECTION (TYPICAL) DRAWN BY: W.P. INSTALLATION INSTRUCTIONS -----LL----- REVISION: DATE: 22 GAUGE KICKPLATE INSTALLED W/#10XJ" TEKS RD 1- SCREEN 0 8` O.C. NOTE SIDING ALTERNATIVE: RO z 3" COMPOSITE PANELS IN R0 2 RECEIVING CHANNELS. x Ho Ow I o W GIRT R0 4 2X ALUM. POST PER PLAN 2X3 ALUM. FRAMING @ 16" O.C FOR . ___________ - ..: [(F1GE3/4"TEKS INTO TOP PROJECT ADDRESS: SIDING ATTACHMENT ----- ----- FASTEN POST TO CONCRETE II_IW/2X3X>y" ANGLES W/(1) BANDKAU ;.'•,;'; : WEDGE ANCHOR OR LDT 37627 COREY LEWIS AVE. 2X ALUM. GIRT 1-XH` BASE PLATE CDX OR OSB SHEATHING GRAND HORIZONS LOT 324 & 325 FASTENED TO ALUM. FRAMING ZEPHYRHILLS, FL. W/#1 OX " SMS @ 8" O.C. COVER W/VAPOR BARRIER & CONTRACTOR: VINYL OR ALUM. SIDING ---- - BAHR'S ALUMINUM, INC. 1X2 MIN OPEN BACK ALUM. POSTS PER / CE 24" O.C. 2" MIN. EDGE DISTANCE SITE SPECIFIC DRAWING ALUM. DETAILS POST TO CONCRETE CONNECTION SUN ROOM I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN TYPICAL CORNER COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 ALUM FLASHING 12"x3' RISER PAN ROOF, FASTEN TO BEAM /6 X 1/2'CORROSION RESISTmr INSTALLED UNDER DRIP EDGE OR 8' W/111Ox3/4' WASHER/ ALL PURPOSE SCREW UNDER FIRST ROW OF SHINGLES SiHD TECH S H EWER/ 3 PER PAN EDGE B \ EAM EXISTING ROOF O FASTEN ANGLE TO EDGE c V ii - / BEAM W/(2)#10x3/4" FASTEN RfCF„MNG CHANNEL TO �Cc TEKS INTO TOP FLANGE / /t- wrrH 1 4 xz LAG SCREWS oR 1 4 z' EDGE YBPER PLAN TAPCO S 24' O.C. (2) Rows ST ERED 1 X ATTACHED TO ALUM. FAnT�N 2 G2 X.125 ANGLE W/ 2 1Ox3 4 TEKS ATTACH TO HEADER W/ POST W/(1) #1OX14" 10 SMS SUS PEER PAµN,OP OM SMS ® 24" O.C. ANGLE SHOULD BE SAME OR WIDTH AS BEAM FOR T1OX/TT RISER PANS. (3) BO SMS PER PAN THRU HEADER ONLY ELEVATION. VIEW - CORNER ALUM POST ATTACH 1X ALUM. TO HOST STRUCTURES PROFESSIONAL ENGINEER SEAL WITH #10x3' LAG SCREWS OR NOTE: 1/4 x 2-1/4'TAPCONS, 24' D.C. (1) SCREW PER INCH OF REC. CHANNEL OR ANGLE CAULK FROMBETW EN FRAMNGG& HOST WALL POST TO EDGE BEAM CONNECTION ENGINEER OF RECORD 1X BASE RAIL David W. Smith P.E. PANS TO FASCIA ATTACHMENT 2"x2"X1/8" ANGLE W/(1) " LDT FLORIDA LICENSE NUMBER;53608 � W/3" EMBED. PER FLANGE (2)#10x3/4" TEKS INTO TOP Thomas L. Hanson P.E. FLANGE FLORIDA LICENSE NUMBER:38654 ® ALTERNATIVE: Mark Ronald Dunn,Jr.1 X BASE RAIL FASTEN GIRT W/ 1 P E REC. CHANNEL FLORIDA LICENSE NUMBER:73968 FASTEN W/(2) 1X ATTACHED TO 2X3 POST W/(1) #10x3/4" IEKS 2X3 #10X1" SMS ® 24" O.C. 4" SLAB, 3000 PSI MIN. CONCRETE W FIBERMESH OR NOTE; (2) 2"x2" HOLLOW FBC Plans & Engineering 6"X6" #10/10 WWM OVER 6 MIL POLYFILM W/EDGES (1)TLDTOON ANGLE FLANGES N GIRT TYPICAL 62 Services, Inc. PLACE OF6272 Abbott Station Drive Unit 101 LAPPED 6" & TAPED, OVER CLEAN COMPACTED SOIL Zephyrhills,fl.33542 PLAN VIEW — CORNER 1"xl"� a1,UM ANGLE Phone:(813)788-5314 # / Fax: 1-(866)-824-7894 TERMITE TREATMENT REQUIRED FOR SLABS /CONNECTIONS Website:www.fbcplans.com ABUTTING HOUSE FOUNDATIONS OR WITH WOOD FRAMING. CORROSION RESISTANT C.O.A.-#29054 (1) #5 HORIZONTAL & CONTINUOUS TYPICAL EXPOSED CONNECTION SCREEN GIRT/PURLIN TO POST 8X8X16 CONCRETE BLOCKS 4 COURSE MAX. W/O DRAWN BY: W.P. ADDITIONAL REINFORCEMENT REVISION: DATE: 22 GAUGE KICKPLATE • INSTALLED W/110X'TEKS RO 1 ° OPTIONAL DECORATIVE SCREEN 0 a" o.c- \\\\\// 4"X4"X8" SPLIT BRICK RO.2 #5 VERT. REBAR IN 3000 PSI CONC. FILLED RO 3 HO OWGIRT 2X H W I CELLS ® 6'-0" O.C. W/6" HOOK INTO RO a a FOOTING 2X ALUM. POST PER PLAN FLANGE /4' TEKS INTO TOP PROJECT ADDRESS: FLANGE FASTEN POST TO CONCRETE r__ _-__\/\/\ GRADE FASTEN AN TO w/(1) d' 7AU COREY LEWIS AVE. HWEDGE SE PLATE LDT 37522 \ BA ZEPHYRHILLS, FL.GRAND HORIZONS LOT 324 & 325 TYPICAL 8"x 16" 3000 PSI FOOTER CONTRACTOR: W/(2) #5'S CONT. ON 3" HIGH CHAIRS. ' BAHR'S ALUMINUM, INC. RAISEDCONCRETE SLAB & W/2" MIN.EDGE DISTANCL14. TAPONS x 3" © E O.C. STEMWALL FOOTER ALUM.DETAILS POST TO CONCRETE CONNECTION SCREEN ROOM SCREEN ROOM & SUNROOM TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES BEAM SIZE POST SIZE FASTENERS I 017KSI 1 HEREBY CERTIFY THAT I HAVE REVIEWED S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN 'H" WALL "T" "N" SIZE CAPACITY COMPLIANCE WITH ASCE7-10, &FBC 2010 4" .045" .06" (2) 3/B" BOLTS, NUTS, WASHERS 1 720 LES WITH 2013 SUPPLEMENT. 5" .050" .06" (2) 3/8" BOLTS, NUTS, WASHERS 2550 LBS PAN ROOF GABLE DETAIL 6" .050" .06" (3) 3/6" BOLTS, NUTS, WASHERS 2550 LBS ALUM RIDGE CAP W/ 7" .055" .06" (3) 3/6" BOLTS NUTS, WASHERS 3,500 LBS #1 Ox 5/8" SMS 7" .055" .09" 3 3/6" BOLTS, NUTS, WASHERS 3600 LBS 3'X12'ALUM RISER PANS ®® 12" O.C. 7" .055" .125' 3 3/6' BOLTS, NUTS, WASHERS 4,500 LBS ANS To gEgµ w/ CORROSION RESISTANT 4- HIX HD COR. RESIST. 3"X12" ALUM RISER PANS 8" .072" .O6" (4) 3/B" BOLTS, NUTS, WASHERS 5,500 LBS EAT. H TEKS, 3 SCREWS PER PAN TEN AJ'S TO BEAM W 8" .072 .09" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS AT BOTH ENDS &8 AT RAKES 1 U X3 4 HEX HD CORROSION RESISTANT " . 772 .125` (4) 3,/8" BOLTS NUTS WASHERS 7,000 LBS EKS W SHER&SEAL 9" .072 .O6" (4) 3/8" BOLTS, NUTS, WASHERS 7,000 LBS (3) SCREWS/PAN AT BOTH ENDS & 8" AT RAKES g" 072 .09" 4 /3 S' BOLTS, NUTS, WASHERS 8,900 LBS2xH SMB .082" .125" 4 3/8" BOLTS NUTS WASHERS 9.500 LBS RIDGE BEAM (N3(8 THRU BOLTS 10" .092 .125` 4 3/B" BOLTS NUTS WASHERS 11 00 WASH RS,NUTS NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER 3/8"THROUGH BOLTS CORROSION RESISTANT SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED WASHERS & NUTS (N) 2'x"H" SMB RIDGE BEAM ALUM. POST •• 3/8" THROUGH BOLTS TYP KING POSTS / WASHERS&NUTS (N) • PROFESSIONAL ENGINEER SEAL ALUM. TUBING BEAM ENGINEER OF RECORD 2xH SMB CARRIER David W. Smith P,E. RIDGE BEAM TO CARRIER BEAM #1O X 1/2" HEX HD CORROSION RESISTANT FLORIDA LICENSE NUMBER:536O8 METAL SCREW USING KING POSTS PPROX4" O.CWMAX- AS SHOWN (3 SCREWS/PAN BOTH ENDS) Thomas L. Hanson P,E. 3"x12" ALUMINUM RISER PAN ROOF FL 1779 OR EQUIV. FLORIDA LICENSE NUMBER:38654 2XH SMB I ATTACH ALUM. BEAM TO WOOD SHED Mark Ronald Dunn,Jr. P.E. FASTEN BEAM TO POST W/RECEMNG CHANNEL CHANNEL 1 "X1 'X�" INTERNAL U 2"x6" ALUM. SMB FLORIDA LICENSE NUMBER:73968 - WALL& #1OXj" TEKS, 1 SCREW PER INCH OF BEAM HEIGHT W FASTEN INTERNAL CHANNEL FASTEN REC. CHANNEL TO POST U, WALL STUDS W/ PX2` LAG CONNECTION W/ (3) 2xH SMB ' W/#1OXX"TEKS, 1 SCREW PER o SCREWS, 1 PER INCH OF BEAM 3/8" THRU BOLTS WASHERS&NUTS — —— — — INCH OF BEAM HEIGHT TYPICAL HEIGHT CORROSION RESISTANT TYPICAL FBC Plans &Engineering S.M.B. TO WALL FASTEN SMB TO CHANNEL W/#10XJ" Services, Inc. ALUM POST PER PLAN CONNECTION TEKS, 1 SCREW PER INCH OF BEAM 3 HEIGHT ALUMINUM COLUMN LOCATED PER PLAN Zephyrhills 6272 Aboto 33542StationDrive Unit 1O1 Phone:(813)788-5314 Fax:1-(866)-824-7894 TYPICAL POST TO BEAM CONNECTION Website:www.fbcplans.com S.M.B. TO WALL C.O.A.-#29O54 CONNECTION BEAM TO POST CONNECTION DRAWN BY: W.P. REVISION: DATE: FASTEN POST TO CONCRETE WITH INTERNAL BASE AND (1) 4" CORROSION R01 RESISTANT WEDGE ANCHOR WITH MIN. 4" ALUMINUM POSTS RO 2 EMBEDMENT & 1j" MIN. EDGE DIST. RO 3 e 2"xH" SMB (2) 3/8" THRU BOLTS RO, e CONNECTION W/ (N) 11 GA. INTERNAL ALUM. BASE PROJECT ADDRESS: THRU UB S, -- PREDRILL VERT. FLANGES AND NUTS, PER TABLE 2"X4" KNEE BRACE ( 24"X24" ) - 45 DEGREES BANDKAU 37627 COREY LEWIS AVE. �•„•• ;�.-;; .. � k• ' GRAND HORIZONS LOT 324 & 325 CONNECT KNEE BRACE TO "•.' �' ' 4" ZEPHYRHILLS, FL. COLUMN/BEAM WITH .O5" "U" CHANNEL 8' ",`i ;c � ^-._ _ OR GUSSET PLATE . FASTEN WITH (4)#1Ox3/4" S.M,S ALUMINUM COLUMN AT EACH CONNECTION PT. . ''•' • W/(1) #5 REBAR CONTINUOUS CONTRACTOR: LOCATED PER PLAN KNEE BRACE CONNECTION TYP. FOOTER/SLAB. 2500 PSI MIN. CONCRETE W/6"X6" BAHR'S ALUMINUM, INC. #1O/1O WWM OR 3000 PSI MIN. FIBERMESH, OVER 6 MIL POLYFILM W/EDGES LAPPED 6" & TAPED, OVER CLEAN COMPACTED SOIL CARPORT POST TO FOOTER AND CONCRETE SLAB CONNECTION 3'x .024"ALUM. PANS 3"x .024 ALUM. PANS I HEREBY CERTIFY THATI-HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 2x2 1003(EXISTING BLDG.)OF THE FLORIDA 2x3 (TYP) 3" x .032"ALUM. x 1LB EPS COMPOSITE PANEL BUILDING CODE 2010 6" (TYP) 2x8 II 23 2323 2,,3x 26 2x6 2x6 2x12 jJ 212 + + GLASS GLASS GLASS GLASS GLASS II IM III liii II II 6'(TYP) WINDOW n WINDOW n WINDOW n WINDOW X WINDOW 11111 III II IV III II VI rr�1 n n .l elj n '"' 2x3 2x3 2x3 2x3 2x3 - n x x 1x3 1x3 1x3 1x3 1x3 HIIIWIUIIDWIUIIJTIn JJhi111- _-___ 7 (I RAISED CONCRETE SLAB RAISED CONCRETE SLAB I /13 1•y- ______________________________________llJii 4- J]JLJ4 Elevation A 1/4" = PROFESSIONAL ENGINEER SEAL 3"x .024"ALUM. PANS 12 ENGINEER OF RECORD 3� x x David W. Smith P.E. 2x8 .024"ALUM. PANS x z , FLORIDA LICENSE NUMBER:53608 ry+y - 2x6 IL ' m 2+' Thomas L. Hanson P.E.GREEN E n n n e n 2x3 I FLORIDA LICENSE NUMBER:38654 DOOR (TYP) n 1x3 (TYP) _ __ Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 Elevation E Elevation D Elevation B FBC Plans &Engineering 1/4" _ , -o" 1/4" = 1'-0" 1/4" = 1'-0" Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,H.33542 3" x .024"ALUM. PANS 3 r Phone (813)788-5314 2x3 (rw) 6"(Trn) LJ I =] ________ = L1J Fax1-(866)-824-7894 12 Website:www.fbcplans.com C.O.A.-#29054 2x3 2x3 2x3 % GLASS % GLASS % '^ WINDOW WINDOW "� NGLA_� �' TEMPERED N N .I .� I 2x12 DOOR w .TEMP. 2x3 2x3 0 'I \ I REVISION: DATE; \ I m 1x3 1x3 o I RAISED CONCRETE SLAB .I RO 1 RO2 RO 3 Elevation C Elevation K Elevation J RO 4 1/4" = 1'-O" 1/4" = 1 -0" 1/4" = 1'-0" PROJECT ADDRESS: 6" (TYP) 8' ( ) 37627 COREY LEWIS AVE 3"x .024'ALUM. PANS GRAND HORIZON'S MHP x ZEPHYRHILLS,FL 33541 N N m I 'I x3 2x3 2x3 2x3 2x3 2x3 x3 CONTRACTOR: a o 1x3 1x3 1x3 1x3 1x3 ix3 1x3 1x3 1x3 BAHR'S ALUMINUM.INC. RAISED CONCRETE SLAB i RAISED CONCRETE SLAB 'I RAISED CONCRETE SLAB ELEVATIONS Elevation H Elevation G Elevation F 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7.10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 t 0'-0• 25'-0" r- T T T -1' �� I I I I I I I I I I 1 I I I I I I I I I I I I I F I I I I I 1 I I I I I I I N Al$1T I I I I I I I I 1 1 I I I I Screen I oorn 1 I I I I I I I I f 1 I I H O I 1 I I i Al .1 I I I I I I I I I I I I PROFESSIONAL ENGINEER SEAL I 1 O . I I I I J 24•-p"I I I I I I t I I I I I I I I I I L 9-0" 6'-0" g'-0" ENGINEER OF RECORD JJ- - - - - - - -y --` -` J I I- � ,- T T �-- � � —, David W. Smith P.E. � I I I IQxB I I i I I I 60]Q I i i I FLORIDA LICENSE NUMBER:53608 I I 1 I I I I I I I I Ma I I� I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I�� I I i i i ' I I I I I I I I I I I I I Thomas L. Hanson P.E. r I I I I I I 1 I I I I ¢xe i i I I FLORIDA LICENSE NUMBER:38654 I I I I I I I I I I I -J--I--L-L- 2x11 ____ 1 I I I I I I I I I I 1 I I I I I I I I I 1 Mark Ronald Dunn,Jr. P.E. f I Il� I I I I I I I I I I I I I I I I I I � 1 I I I I I I I I I I I I I I FLORIDA LICENSE NUMBER:73968 I , � I Existing Manufactured Home I I I FBC Plans&Engineering ' I 1 I Garage , 1 ' Services,Inc. 01 \ I I ' C4rpprt I I I 6272 Abbott Station Drive Unit 101 j I I I ✓I II I 1 I 1 I I 1 Zephyrhills,Fl.33542 I I I I I I I I I I I I I I I . I I j r Phone:(813)788-5314 I I I I I I I 211 o Fax:1-(866)-824-7894 A K Website:www.fbcplans.com aO I I 1 I I I I 1 I I C.O.A.-#29054 N I I I I I I I I I I 1 I I I I I I O I 1 I I I I I I 1 I I I M f I I 1 [ I I I I FACTORY BUILT I 1 I I I I I I I I I I I I I I I I I I I I I I I I DORMER• I I I I I I I I 1 I I I 1 I I I I I I f I I I I 6 I I I 1 1— I T T T _— . I —I T T T I`O I — I= 2x1= = = =- I I I I III p I I I I 1 ap I I I ; I I I I I II II I I IH I I I I I I I I I I I I for9h III ' 1 atip I I , REVISION: DATE: I I I I I I Y I� ---- I I O I I I I I I I I I I I I I � I I I I I I I III N I I I I 1 I I I 1 I I I I 1 x I I I 1 I I I I I I I I I I I I 1 1 I I I I I I 1 I I I 1 I I I I y.. I I I I IIn R0 1 I I I I I I 1 I ryl I I 1 II' 1 I _ I I I I I I 1 III I I 1 I I� I I I I W------ I I I I I I M F I I I I 1 I I I I I 1 I I 2x6 I I ¢ l a 1 2x6 I 26 1 2xfi 1 I R02 — _I —I J I m I I� Lg � I 1 I_ � L J— 1 � I I_ I L J— 1 3 1/2 3 1/2• fV I 1 4 I I Q Y RO 3 I i i 1 I I I I I I ___ J T T ________ 10'-0• T-p• 15'-0" '-p" 9'-p" J2Q" g'_p^ p^ PROJECT ADDRESS: I I I I i I Y 37627 COREY LEWIS AVE — i — _ o GRAND HORIZON'S MHP ZEPHYRHILLS,FL 33541 3-• 4'-9 3/16" 4'-9 3/15" 4'-9 1/4•t a'-s 3/16' 4'-e 3/I6- 25'-0• 32-0 24,-0' CONTRACTOR: BAHR'S ALUMINUM.INC. PLAN I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF OX 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND SECTION A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR, 1003(EXISTING BLDG.)OF THE FLORIDA I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDING CODE 2010 PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE CARPORT,SHED,SCREEN ROOM,STEPS&CONCRETE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. I.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 16-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2, RISK CATEGORY: I AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. 4. WIND LOADS: CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3:8.9/-55.0 PSF OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" WALLS: ZONE 4 21.8/-23.6 PSF, ZONES: 21.8/-29.1 PSF ENGINEER OF RECORD 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 23 PSF David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SCREEN WALLS: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: N/A FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 S. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14XO.013 RECOMMENDATIONS. ASTM E 1300 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, 7. LIVE LOAD: Thomas L. Hanson P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-8 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. SPALLING OR OTHER DETERIORATION. ASTM C94 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. FLORIDA LICENSE NUMBER:38654 ASTM C150 ASTM C23 B.MASONRY: ASTM C260 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 8. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH OVER Mark Ronald Dunn,Jr. P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 6"MIL POLYFILM W/EDGES LAPPED 6"&TAPED,OVER CLEAN COMPACTED SOIL TYPE M OR S MORTAR ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS. 9. SCREEN ROOF TYPE:: IV A FLORIDA LICENSE NUMBER:73968 MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL 10. SOLID ROOF TYPE 3"X12"ALUM.PANS,FL 1779 OR EQUIV. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FBC Plans&Engineering HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Services, Inc. C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6272 Abbott Station Drive Unit 101 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Zephyrhills,B.33S42 MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2.SIM--SIMILAR Phone:(813 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED )788-5314 4.CONT--CONTINUOUS HOLLOW SECTIONS Fax:1-(866)-824-7894 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF S.VIF--VERIFY]N FIELD 0.024"SHALL APPLY. 2 x 2:---------------------------------------2"x 2"x 0.044" Website:www.fbcplans.com 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:-------------------------------------3"x 2"x 0.050" C.O.A.-#29054 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:--------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:--------------------------------------2"x 3"x 0.070" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5:---------------------------------------2"x 5"x 0.050" INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS &CHAPTER 20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:----------------------------------------1"x 2"x 0.040" REVISION: DATE: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. 1 x 3:----------------------------------------1"x 3"x 0.045" RD 1 SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS RO 2 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. USING#12 SPACING MAY BE 24"ON CENTER, 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 3 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY S. IC DETAILS NOT RD ARE WITHTO E STANDARD BY A 2 x 3 Snap:-------------------------------2"x 3"x 0.050" RO 4 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS PROJECT ADDRESS: VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 37627 COREY LEWIS AVE 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x S SMB:---------------------- 2"x 5"x 0.050"x 0.118" GRAND HORIZON'S MHP WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIORZEPHYRHILLS,FL 33541 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 7 SMB:---------------------- 2"x 7"x O.D57"x 0.120" WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. 2 x 8 SMB:--------------------- 2"x 8"x 0.072"x 0.224" FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"210.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 5MB:------------------- 2"x 10"x D.092"x 0.374" CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY. 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 BAHR'S ALUMINUM.INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL COVER