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20-70
Zephyrhills
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2020
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20-70
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Last modified
5/5/2022 12:47:40 PM
Creation date
3/2/2022 8:17:52 AM
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Building Department
Company Name
NHC-FL 115 LLC/HOWARD,PITT
Building Department - Doc Type
Permit
Permit #
20-70
Building Department - Name
NHC-FL 115 LLC/HOWARD PITT
Address
39554 VALDERAMA LN
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i <br /> MIN.EMBEDMENT SUBSTRATE � �� <br /> TYPICAL HEAD ANCHORAGE BEE TABLE 1 BY OTHERS <br /> SEE TABLET CEO <br /> MIN.EDGE GIST. 114 MAX SHIM � MIN.EDGE 015T. SUBSTRATE 19DO SW 44TH AVE. <br /> SEETABLEI BEE TABLET BY OTHERS <br /> SEE TABLE 1 OCALA,FLORIDA 34474 <br /> 1/4°MAXSHIM WWW.CWS.CC <br /> SUBSTRATE BY OTHERS SEETA L I.T.G <br /> SEE TABLE 1 BEE TABLE 1 <br /> MEETAB EOMENT 610 PVC <br /> PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR <br /> BY INSTALLER s�TAB�+ SINGLE HUNG <br /> Ws1DEANDouT E ❑ SEETA13LEEI NON-IMPACT <br /> SEALANT BEHIND <br /> FLANGE BY INSTALLER 114'MAX SHIM 0 <br /> Ltae PERIMETER SEALANT N N r <br /> PERIMETERSEALAHT -__ BY INSTALLER c <br /> BY INSTALLER INSIDEAND OUT <br /> INSIDEAND GUi INSTALLATION ANCHOR m X x <br /> FLANGE BY IND INSTALLER <br /> SEETABLEI 'm w m <br /> FLANGE BY INSTALLER SEALANT BEHIND z <br /> INSTALLATION ANCHOR FIN BY INSTALLER g:.. J Z <br /> SEE TABLE I B HORIZONTALSE-1011 C 1111—NTALSECTON 3 O <br /> 6 TYPICAL FINANCHORAGE C7 <br /> 6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION > Z�j <br /> � O <br /> CONTINUOUS DEL 114*BEAD OF SEALANT NOTE ADDIRONAL THRU-FRAME ANCHORS(AS <br /> AROUND PERIMETER @ALL WOILATE0 SHOWN IN DET.DID)REQ2f AT MTG RAIL FOR UNIT <br /> POINTS <br /> BETWEEN FRAMEAND SUBSTRATE WIDTHS OVER 37'.SEE SHEET 5 ANCHOR LAYOUT. <br /> oO O <br /> �z O <br /> +/4'MAX SHIM O m Q O <br /> Z <br /> FVWSEAGE BY INSTALLER ��\t' ..P'LY'? <br /> got' IM <br /> PERIMETERSEALAAT ` ENS�.•.�Gr <br /> BY INSTALLER `� No 58201 N.P� <br /> INSIDEAND OIIT <br /> SUBSTRATE BY OTHERS L� <br /> ae as <br /> SEE TABLE 1 q VERTICALSECDON c9o\•STATE OF t�I4L� <br /> 6 TYPICAL SLLANCHORAGE i�F'•.0 pRLOp G�,t`J <br /> NO SILL ANCHORS REQUIRED <br /> r��sS�ONA�E�•' <br /> TABLE I:APPROVED INSTALIATION FASTENERS O �� <br /> .FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. �1 8/5/2016 <br /> FLANGE CONCRETE(2.0 KSI MIN.) 3116.TRN TAPCON V 1-118" Q LUCAS A.TURNER,P.E. <br /> FLANGE HOLLOW OR GROULFILLED CMU(117 PCF MIN.) 3116"ITW TAPCON �i 1" T' RAA <br /> PERIMETER SEALANT 1239 <br /> JABABARAAVE <br /> FLANGE CONCRETE(2B5 KSI MIN.) 3/16°ELCO ULTRACON 1" 1" BY INSTALLER NORTHTH PORT,FL 34268 <br /> FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2' INSIDE AND 007 PH.941-I80-1574 <br /> D HORIZONTALSECTION <br /> 3116'11WTAPCON 6 BOX FRAME INSTALLATION SHEET DESCRIM : <br /> FLANGE 2XMIN SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 131B" 71B SIMILAR FOR SILLANO JAMBS FOR BOX INSTALLATION <br /> FLANGE 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/B' 716' INSTALLATION DETAILS <br /> FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #1046 HILTI KWIK-FLEXOR ffW FULL THREAD 7116" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAwN er. DA <br /> (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0.060" UP TO AND INCLUDING A BOX-FRAMEAPPUCATION IS ACCEPTABLE PROVIDED: SJB 06/27/16 <br /> 1IB"ALUM.(6063T5 MIN.)OR #10 GRADE 5 SELFTAPPING 1 FULL THREAD <br /> 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7fl6' <br /> -MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE Dwcs R < <br /> FIN 2X MIN.SOUTHERN PINE(G-Q55) #10 WODD SCREW 1-1PI 1/Z' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1099 C <br /> -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET' <br /> NOTE.0 NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 60F7 <br /> I <br />
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