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19-22015
Zephyrhills
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19-22015
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Last modified
2/17/2021 11:12:01 AM
Creation date
2/17/2021 11:11:59 AM
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Building Department
Company Name
SILVER OAKS
Building Department - Doc Type
Permit
Permit #
19-22015
Building Department - Name
BOURGEOIS,ROBERT & CYNTHIA
Address
6540 FOXMOOR DR
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BILL OF MATERIALS ` * <br /> HEM# MATERIAL Q;• ••• to <br /> A IX BUCK SG>=0.42 WOOD <br /> B 2X BUCK SG>=0.42 WOOD =V * g z=z a <br /> C 1/4"MAX.SHIM SPACE - �,;• z •�` m <br /> D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL <br /> �'•. <br /> E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE M' m <br /> 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 <br /> F #8-15 X 2-1/2'TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL ��s/tLlt ��`l Z o m o <br /> V o N Z <br /> G 1/4"X 3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ' ° x zo <br /> H 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL N g g to o a <br /> 1 FRAME' PVC \ g N"/ M a o=. <br /> 3 WEEP HOLE COVER' PVC 5/8"GLASS BITE 7/8"THICK z° <br /> 4 DSL FRAME FILLER* PVC O 1/8"ANNEALED <br /> 5 DSL HANDLE SASH' PVC 9 w <br /> 6 KEEPER RAIL' PVC a <br /> 7 LOCK RAIL' PVC <br /> 8 DSL MAIN SASH' PVC <br /> ' 9 GLAZING BEAD' PVC 3 �a <br /> r12 <br /> DSL COVER' PVC AIRSPACE Z W o <br /> F ANTIUFTTRACK' PVC 3 <br /> C <br /> ROLLER SILL TRACK ALUM. �� 1/8ANNEALED REINFORCEMENT(6065 T5 ALUM) ALUM. GLAZING TAPE �REINFORCEMENT(6065-TS ALUM) ALUM.REINFORCEMENT(6065-T5ALUM) ALUM. Gl STEEL INTERCEPT SPACER o o <br /> ROLLER ASSM. <br /> 20 LOCK - <br /> 21 LOCK KEEPER - �' <br /> 022 #7 X 3/4"PFH TEK(LOCK) SS m <br /> 26 #8 X 1"PPH TEK(KEEPER) SS <br /> ii 28 WEATHERSTRIP(187-270TRI-FIN) - in <br /> ° <br /> 'THE APPROVED WHITE RIGID PVC EMIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY z <br /> EXTRUDERS LICENSEES IN'AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". F <br /> z <br /> z <br /> o j o <br /> x in <br /> G a <br /> W <br /> CONCRETEANCHOR NOTES: in <br /> S 1.Concrete anchorlocnftons at the comers may be adjusted to maintain the min. <br /> ` edge distance to mortarloinfs. z <br /> g 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to <br /> maintain the min.edge distance to modar/oints,additional concrete anchors w z <br /> may be required to ensure the MAX.ON CENTER"dimension are not exceeded. N <br /> 3.Concrefe anchor table., ' <br /> .:::.::..:::::.:.::-:.: ::.::.::::::::...:.:::::.:::::::::.:::::•:.: :: TO <br /> LL ANCHOR:::ANCHOR? ;.::..MINI;':;;y_M�.:_:@l'EA'RJl'NCE;; MIN;CLEpRgNGE: z <br /> T0;141ASQNRY:=; ;;.aTO;AOlACENF'r: <br /> . i:;:::;: ...... i:::::....:.........::::::::: DAh o <br /> ........:...............................::. JU <br /> ....._....................EDGE..:................:...ANCHOR:s;:;:;; 10 08 17 ? <br /> lTw SCALM N.T.S. <br /> TAPCON® 1/4" 1.1/4' Y 4" <br /> E ELCO MO.BY. JK m <br /> ULTRACON 1/4' 1.1/4' 1' 4" CHK.BY-. LFS ; <br /> r if NO.WOOD SCREW INSTALLA17ON NOTES: : n <br /> 3j 1.Maintain a minimum 5/8"edge distance,I"end distance,6 I"o.c.spacing of FL-15781.16 c <br /> wood screws to prevent the spfftting of wood. SHEr 6 of 6 <br /> 0 <br /> d <br />
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