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16-17764
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16-17764
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Last modified
7/18/2017 2:05:40 PM
Creation date
7/18/2017 2:05:37 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS LIFT STATION #6
Building Department - Doc Type
Permit
Permit #
16-17764
Building Department - Name
CITY OF ZEPHYRHILLS LS #6
Address
5335 8TH ST
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i � <br /> � ��.���.��-� '[��� . _ <br /> ; <br /> 7ABlE 4A: UGHTWE3GHT CONCEtETE DECIiS-NE1N COidSTltUtTIQN or REROOF(Year-Off� <br /> SYSTEM 7"VPE A-1A: BO{UI�ED INSULATION,BONDEQ ROOF GOVEfi - <br /> Deck <br /> System Base tnsulatton Layer Coverboard <br /> (See Note 1} Roof Cover/Adhesive �a� <br /> �o. {P��3 <br /> Stsact L1NC Type Attach Type Attacb <br /> lliUGl S���� �1in•25p psi,Mlrt.2-inch thicl4 Mio.l-Inch Poly!Sd 1 or QB�a� (Optional)Addlttonal layers base ��� Mule-Hide TPO-c/Mule-Hide TPO-c �225.4 <br /> concreYe Elastizell Range II LWIC H-Shield insu(ation Bonding Adhesive <br /> I.WC-2 Structural Min.200 psi,Min.2-inch thicic, Min.1-incn Poly IS01 or �R Z� (optional)Additlonal layers base ��0 Mute-Hide TPO-c/Mute-HideTPO-c 1�Q <br /> concrete Elas#3zelt Range II LWt� H-Shield insu(atian 8onding Adhesive <br /> LWC-3 Strudural Min.2QQ psi,Min.2-inch tfiictc, Min.l-inch Poly ISO 1 or �_Za {Optionat)Additional fayers base CR-20 �ute-HideTRO-c j Mute-NideTPO-c �ZZ2 5 <br /> concrete Celcore MF Cetlalar CGncrete H-Shietd insulatian Bonding Adhesive <br /> LW�� Structura! Min.Z00 psi,Min.2-inch thick, Min.l-inch Poly tSO 1 or {Optionat}Adcfitionat layers krase Nfule-H4de TPO-c(Mule-Hide TPO-c <br /> concrete Mea�ltxete H-Shield ��2a insulation ����� Bonding Adhesive ���'� <br /> TABLE 48-1: UGHTNIEIGNT CORICRETE OVER STEEL DECtt-NEW COiVSTRUCilO{V O�t RE-ROOF{7'EAR OFF} <br /> SYS"Ei M TYPF F: A10ht-INSULATED,BOi11DE[}RQOf C4V�R <br /> t}ectc j5ee iUote 1) Raof Caver <br /> System 5uppleme►�tat Attachment IYIDP <br /> No. Stp'uct DeCk LWI� �re�men� ?11p� Ateach �P� <br /> Fasteners Densi#y <br /> Min.3b pcf wet cast density,min.2Q0 psi,min. W BBA ZOpO or Mule- <br /> LWC-5 �ir�'22 ga.,3"ype S,Grade 33 steei at 2-Inch thidc Cefcore MF Ceilutar Cancrete(cast None None NJA 1�►ute-Nide ����=p�_c Bonding -60.0 <br /> max.5 ft spans attached 6anch a,c, with or wfthaut min.l"Eps haley board). See TPO-c Adhesive <br /> Nore A. <br /> Min.38 pcF wet casf densjty,min.200 psi,min. <br /> �WG� Nlin.22 ga.,Type 8,Grade 33 stee)at 1.625-inch thick Ceicore Mf Celinlar Concrete Mule-Hide Mule-Nids TPO-c <br /> max.4 ft spans attached 6-inch o.c followed by min.1-inch EPS holey board with ��Q°re PVA None ��A 7pp.c Bonding Adhestve �T'5 <br /> min.2.0-inchtfiidctopcadt. SeeNoteA. <br /> Min.36 pcf wet cast densiEy,rrrin,2�0 psF,min. � <br /> Min.22 ga.,Type B,6rade 33 stee!at 2-inch thicic Celccue MF Cgllular Concreie{cast Mule-Hide HDP FasYener z Mule-Hide WSBA 2000 or Muie- _67.5 <br /> ���� max.6 ft spans 6-inch o.c. wRh or without min.i"EPS holey board). See �4�e with 3"Insutation Plate �'�r g� TPO-c Nt�Q����S°n���� 5ee Note 8 <br /> Not2 d. Adhesive <br /> Min.3b pcfi uvet cast density,min.200 psi,min, wgea zoaa or nn�,t�- <br /> ���g Min.22 ga.,Type B,Grade 33 steel at 2-inch thick Celtare MF Cellular Concrete(casC ��ne Mule-Hlde HDP�astener 2 pe�1 ftz Mule-Hide �ide TPo-c eond�ag -120.0 <br /> max.6 ft spans 6-fnch"a.c. with or without min.i"EPS hotey board). See with 3"Insuiatiqn Plate TPD-c Adhesive �Nate 8 <br /> Nate A. <br /> Note A.) if the tWC ta be used an the ptaJect ts not Cetcore Mfi or t,�che tWC!s e�elsdng in a re-roof jrear-o�j rondtEfon,compressfue strength and fastener wifhdrawat res)surnce tes#trrg shall be coadvcted. tampressiye sirength testing shatt be in <br /> attardance with ASTM Cq95(far new pourJ or ASTM i709/�or existingJ and sholl yield a minlmum 200 psl resu1G Ffeld withdra wai�eslstance tesHng in qcm�dance w/th 7AS 105 a�d shall yleld a MCRF of SS Ibf with pn 7Ynfast FM-90/3use$heet Fqscener. <br /> 7f question exists ps to the pdhesion to tbe LWCsurfpre,jieid testing in accordoace with Fry1 LPpS 1-29 orASTM E907 is recommended A!1 testing sha11 be per,�'omzed by on accredited testing ogerrcy acceptabJe tv theAttl. <br /> Note B.)tJnearinterpotatTon between suppiementa!atiochment at Z per 9Jt�far-67.5ps}`and 1 per 1 ft2 far-.1240 psf ts permtsstbJe.Srrch tnterpotatlon shafl be perJormed by a quQf�ed des(pn p%fessiorra!to the satfsfactton aJ the AHJ. <br /> F�CteNor Research and Design,LLC,d/b/a Trfnity�END Evatvation Report MI50b0,p6.09-R3 for Ft12772-R3 <br /> CertificaM ofAutlwrtzai=oh#95d3 ReVisian 3:�3(18/2U15 <br /> Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 13 of 18 <br />� _ <br />
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