My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36935 Highland Meadows Ct
Zephyrhills
>
Building Department
>
Building Plans
>
36935 Highland Meadows Ct
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2025 4:26:44 PM
Creation date
2/19/2025 3:57:50 PM
Metadata
Fields
Template:
Building Plans
Street #
36935
Location
Highland Meadows Ct
Contractor
Pulte Home Company
Building Plans - Permit #
2800
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
17
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
e - .., ,t114-A_L.Y:_.y U .-AA- , I .. -_.. _ _ _ _.....- _ _ -- I , d., _ _ I Is .i 1:.1� :1 .. i ,1 _ <br />9 <br />INE FNO <br />1l1= UCKATTAt21 w. <br />1x CUBTaII P.T. BUCK TOMASOrA'l <br />1xW100D <br />MATCH FRMEWUrK ATUCMijTKkU@f <br />1xP.T.BUD( <br />FROM ENDS NO 12" 0A Uffiffil,ATTACH <br />WN XW TMfIV 8UC(N10 MASOIiRY PBH RM <br />ATTACH WNDO➢Y PER <br />PA01T APPROVAL <br />FLAIHDAPRODOCT <br />APWAL <br />ALTERNATE: <br />SLIGOIE SMAM <br />the OR (H 61IR LKO MMASONRY <br />BULT•LPIHCIOM <21(4' =114"P)x4' <br />FNOPERSIVA10 <br />TAPMIlIf FRIXIENDSSANDIMA <br />FE ANDl31, 01116 ROEMOI T <br />TYPICAL WINDOW ATTACHMENT DETAIL <br />N.T.S. <br />rr► <br />TYPICAL DOOR ATTACHMENT DETAIL <br />Scale: <br />N.T.S. <br />Ft,• Na : <br />WGM -140 <br />lKT4A'1140M <21#= lWx4• <br />TAPOONS O O FROM EFOS AND it O.C. <br />1EMARM w/i i/• BEEMM <br />MATCH WAwMKATTACHril9'WAS Q4' <br />RIONHDBAID L?OC tEMANM ATTACH <br />DOORTMIlul NMMAWNPBi11ORIA <br />PRQOUCTAPPROVAL <br />WTALL1100 DItsBARSANDLAPWTO <br />R19 CEM AT EI0 OF OP84tlti W <br />A00IIOq(btNLO MPERPLAN <br />51110NDBEAM RE K OOHIILX)DLLS <br />THRO OWITLBEMIASS'F M <br />LRi LAPVMTOP I13 L <br />#9 $11Ai 3w/ (F KM PEST PLAN <br />SWIW P6I CW (-COW <br />UNR EIW FER <br />Mq <br />ELEVATION VIEW <br />TYPICAL CAST -IN -PLACE CONCRETE LINTEL DETAIL <br />File None: <br />WGM-150 <br />5.II"; jut-Efltml <br />�I <br />0 M <br />111 <br />Sttt ► «r _► t r <br />I/Zxr1!8MTS0flWxrSM <br />�..1OHDIlliftANNATMIX& <br />t t :► t ► • ,. <br />: '1 <br />r tI► ► « M M <br />M ■ <br />M <br />FRNETOMASprIY <br />TYPICAL GARAGE DOOR ATTACHMENT <br />N.T.S. <br />:1 a 't <br />t ""► a j:t :► i.' <br />1411 <br />�y ► ► t+ ri r <br />t <br />V' ►t r t <br />i/i%// <br />Nil��i <br />i 1 ► 1 . ti <br />11' x 21/? HY.TI 3Z E ANp'IOR <br />(RW N.MN.11/?REBID1(TO <br />MABONRYp► arAw <br />► r� <br />cc <br />O <br />a N <br />I <br />(V <br />T <br />t <br />T <br />8' LINTEL <br />1T LINTEL <br />SECTION VIEW A -A <br />Fie None <br />WGM-160 <br />Scale: Fie Nanw. <br />1 /2"=V-0" WGM-220 <br />8F12-08/1T <br />MWOM <br />$F16-0B/1T <br />8F20.08/1T <br />SF24-W/1T <br />8F29.0811T <br />8F32-ts/1T <br />BFB-OB/1T <br />8E8-OB/1Tw/ RECESS <br />Max 0ear $pan (5) IF&18/1T <br />8F$-18/1T w/ RECESS <br />SF12-0/1T <br />8F1&1B/1T <br />8F2D-1B/1T <br />BF24-18/1T <br />SF28-18/1T <br />8F32-1B/1T <br />8"x8" COIL BEAM w/ <br />8" x8" CONE BEAM w/ (1) #5 <br />8"x12" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />8"x20" COME BEAM w/ <br />$"x24" CONC BEAM w/ <br />Erx2$" CONE BEAM w/ <br />8"x32" CONC BEAM w/ <br />Y<SS4' (1) #5 BAR TOP/ (1) #4 <br />BAR TOP/ (1)#4BAR <br />(1)#5BARTOP/(1)#4 <br />(1)#58ARTOP/(1)#,4 <br />(1)#5BARTOP/(2)#4 <br />(1)#5BARTOP/(2)#4 <br />(1)#SBARTOP/(2)#4 <br />(1)#'3BARTOP/(2)##4 <br />BAR BOTTOM.. ##3 <br />BOTTOM. ##3 STIRRUPS @ 4" <br />BAR BOTTOM.. #3 <br />BAR BOTTOM. #3 <br />BARS BOTTOM, #3 <br />BARS BOTTOM, #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. ##3 <br />S71 RRt}PS @ 4" O.C. <br />O.C. <br />STIRRUPS 5" O.C. <br />S n RF4JPS 7" O.C. <br />STIRRUPS @ 9" O.C, <br />STIRRUPS 1W O.C. <br />STIRRUPS 12" O.C. <br />STIRRUPS 14" O.C. <br />8"x8" CONE BEAM w/ <br />8"x6" CONC BEAM w/ (1) ##5 <br />8"x12" CONC BEAM w/ <br />8"x16" CONC BEAM w/ <br />8"x20" CONE BEAM w/ <br />8"x24" CONE BERM w/ <br />8"x&' CONC BEAM w/ <br />8"x32" CONC BEAM w/ <br />4, < 5 s T <br />(1) #5 BAR TOP/ (2) #4 <br />BARSTOP/(2) #5 BARS <br />(1) #5 BARS <br />(1) #5 BARS TOP/ (2) #4 <br />(1) #5 BARS TOP/ (2) #5 <br />(1) ##5 BARS TOP/ (2) #5 <br />(1) ##5 BARS TOP/ (2) ##5 <br />(1) #5 BARS TOP/ (2) #5 <br />BARS BOTTOM. ##3 <br />BOTTOM. #3 STIRRUPS @ 2" <br />TOP/BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM_ #3 <br />BARS BOTTOM. ##3 <br />BARS BOTTOM. ##3 <br />BARS BOTTOM. #3 <br />STI RF' WS @ 4" O.C. <br />O.C. <br />STI RRUPS @5" O.C. <br />STIRRUPS @ 7" O.C_ <br />STIRRUPS 9" O.E. <br />STIRRUPS 10" O.C. <br />STIRRUPS QD 12" O.C. <br />STIRRUPS 14- O.C_ <br />CONTACT E.O. R. FOR <br />CONTACT E.O. R. FOR <br />8"x12- CONC BEAM w/ <br />B'°x15" CONC BEAM w/ <br />8"xW' CONE BEAM w/ <br />VW4" CONC BEAM w/ <br />8"x28" CONE BEAM w/ <br />8"x32" CONC BEAM w/ <br />r It 512`-8" CONCRETE BEAM <br />CONCRETE BEAM DESIGN <br />(2) #5 BARS <br />Ili #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #5 BARS TOP/ (2) #5 <br />(2) #S BARSTOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) <br />DESIGN <br />TOP/BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. ##3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />STIRRUPS @ 5"0.C. <br />STIRRUPS @ 6" O.C. <br />STIRRUPS @ 9" O:C_ <br />STIRRUPS @ 10" O_C. <br />STIRRUPS 12" O.C_ <br />STIRRUPS Lw 14" O.C. <br />CONTACT E.O. R. FOR <br />CONTACT E.O. R. FOR <br />CONTACT E.O. R. FOR <br />8"46" CONIC BEAM w/ <br />EWD" CONC BEAM w/ <br />8"x24" CONC BEAM w/ <br />B"x28" CONC BEAM w/ <br />+9"x32" CONC BEAM W/ <br />12'8"<S 5 21'-4" CONCRETE BEAM <br />CONCRETE BEAM DESIGNDESIGN(2) <br />CONCRETE BEAM <br />#5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) #5 <br />(2) #5 BARS TOP/ (4) <br />DESIGN <br />BARS BOTTOM. ##3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM. #3 <br />BARS BOTTOM ##3 <br />BARS BOTTOM. #3 <br />1 <br />STIRRUPS OWO.C, <br />STIRRUP5 9'° O,C. <br />STIRRUPS 10" O:C. <br />STIRRUPS 12" O.C. <br />STIRRUPS 9 14" O.C. <br />8" LINTEL PER PLAN <br />�e <br />22A Scale: Fie Name: <br />1 /2"=1'-0" WGM-221 <br />PRECAST LINTEL GRAVITY LEAD TABLE M/291 <br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS: <br />CAST CRETE, LOT rS CON CRE F, QUALITY PRECAST CO. <br />MAXIMUM LOAD (PLF) <br />APPROX. <br />U NTEL LENGTH <br />MAX CLEAR <br />OPENING <br />TYPE A <br />8" LINTEL <br />8" TYPE B <br />8" TYPE C <br />12" TYPE B <br />12" 1YPE C <br />14" TYPE B* * <br />14" TYPE C** <br />115' TYPE B <br />1G' TYPE C <br />2W TYPE B <br />2U" TYPE C <br />24" TYPE B <br />24" TYPE C <br />28" TYPE B <br />28" TYPE C <br />32" TYPE B <br />32" TYPE C <br />T 10" <br />116" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />lam <br />3069 <br />46M <br />5206 <br />6113 <br />7547 <br />8974 <br />1000D <br />10000 <br />3 r <br />X 2" <br />2231 <br />3069 <br />3719 <br />3280 <br />5163 <br />6607 <br />8054 <br />9502 <br />U600 <br />3069 <br />4605 <br />5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />1m00 <br />4 all <br />2' B" <br />1783 <br />2561 <br />2751 <br />32M <br />38M <br />4s90 <br />5961 <br />7034 <br />8107 <br />2561 <br />4605 <br />1 5206 <br />6113 <br />7547 <br />8974 <br />10000 <br />10m0 <br />3'2" <br />1343 <br />1969 <br />2110 <br />2992 <br />2931 <br />3756 <br />4576 <br />5400 <br />6224 <br />1969 <br />4375 <br />5206 <br />6113 <br />7029 <br />8672 <br />1000D <br />IDmO <br />.1 r <br />V e <br />M7 <br />1349 <br />1438 <br />1716 <br />1999 <br />2560 <br />3132 <br />3686 <br />4249 <br />1349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />I= <br />5' 4" <br />4' 0* <br />1006 <br />1349 <br />1438 <br />1716 <br />1999 <br />22560 <br />3132 <br />3686 <br />468 <br />2349 <br />3090 <br />4567 <br />5365 <br />4766 <br />5817 <br />7074 <br />8203 <br />5' 10" <br />4'9* <br />am <br />ills <br />1173 <br />1600 <br />1631 <br />2090 <br />2549 <br />30M <br />3470 <br />2105 <br />2622 <br />4242 <br />436D <br />3942 <br />4889 <br />5917 <br />6662 <br />6 IV <br />5'2" <br />710 <br />1232 <br />2177 <br />373E <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1232 <br />2177 <br />2738 <br />3480 <br />5381 <br />8360 <br />8625 <br />7590 <br />-1 IV <br />6 2" <br />570 <br />991 <br />1729 <br />2108 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />991 <br />1729 <br />21M <br />2632 <br />3898 <br />5661 <br />4742 <br />%01 <br />7'0" <br />488 <br />699 <br />1160 <br />1516 <br />1626 <br />2564 <br />3486 <br />2818 <br />3302 <br />699 <br />1245 <br />1516 <br />1843 <br />2564 <br />3486 <br />2964 <br />3387 <br />9' 4" <br />8' 0" <br />416 <br />699 <br />1160 <br />N/A <br />1625 <br />2564 <br />3436 <br />2818 <br />33a2 <br />699 <br />1245 <br />N/A <br />1843 <br />25M <br />3486 <br />2964 <br />3387 <br />Sfl' 6" <br />9 2* <br />354 <br />535 <br />B90 <br />N/A <br />1247 <br />2093 <br />7M <br />2163 <br />25% <br />53S <br />1054 <br />N/A <br />1533 <br />2093 <br />2781 <br />2259 <br />2615 <br />11'4" <br />100" <br />315 <br />567 <br />890 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />567 <br />945 <br />N/A <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'0" <br />icy 8" <br />292 <br />525 <br />973 <br />N/A <br />1254 <br />1664 <br />2193 <br />2805 <br />3552 <br />525 <br />873 <br />N/A <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />Iry <br />21.2. <br />277 <br />471 <br />755 <br />N/A <br />im <br />1429 <br />iffi8 <br />2316 <br />2aa3 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />V4" <br />12,Ul <br />255 <br />471 <br />755 <br />N/A <br />1075 <br />1428 <br />1838 <br />2316 <br />2535 <br />471 <br />755 <br />N/A <br />10M <br />1429 <br />1838 <br />2316 <br />2883 <br />14' (r <br />12'8" <br />239 <br />424 <br />705 <br />N/A <br />1002 <br />1326 <br />1697 <br />2127 <br />2278 <br />424 <br />706 <br />N/A <br />1002 <br />1329 <br />1697 <br />2127 <br />2630 <br />IN am <br />13'4" <br />N/A <br />NA <br />NA <br />NA <br />NA <br />NA <br />WA <br />NA <br />WA <br />N/A <br />783* <br />N/A <br />1234* <br />1421* <br />1779* <br />2188* <br />2662* <br />15'4" <br />14101 <br />N/A <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />WA <br />N/A <br />710* <br />N/A <br />1160* <br />1331* <br />1660* <br />2032* <br />2459* <br />174" <br />16'0" <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />548* <br />N/A <br />952* <br />1117* <br />1379* <br />1671* <br />1997* <br />19'4" <br />Isla" <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />420* <br />N/A <br />750* <br />950* <br />1177* <br />1415* <br />IM* <br />20'0" <br />18'8" <br />NIA <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />340* <br />N/A <br />59B* <br />845* <br />1114* <br />1345* <br />1468* <br />* PRESTRESSED <br />** 8" W/2" RECESS U-LINTELS <br />hge A- Unfilled noRebar•Type B- Continuous Grout. Steel ner Plan inBond Beam Dn : TvDe C=ContinousGrout. Steel ner Wan in Bond Beam &Untel <br />Max Char Span (S) 012F8-2B/2T j 12F12-28/2T <br />CONNECTOR <br />FASTEN ERS <br />ALLOWABLE LOADS <br />QTY <br />TYPE <br />GRAVITY <br />Ibs 1.0 <br />UPLIFT (Ibs) @ <br />1.6 <br />LATERAL <br />Ibs @ 1.6 <br />META16 <br />8 <br />0.148"xl-1/2" <br />-- <br />1450 <br />F1:340 <br />F2:770 <br />HETA16 <br />9 <br />0.148"x1-1/2" <br />- <br />1810 <br />F1'340 <br />F2: 770 <br />(2) META16 <br />1- L <br />10 <br />0.148"xl-1/2" <br />-- <br />1875 <br />F1:680 <br />F2:770 <br />(2) META16 <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1:1285 <br />F2:1080 <br />(2) HETA16 <br />1- I <br />10 <br />0.148"xl-1/2" <br />1920 <br />F1: 680 <br />F2 : 770 <br />(2) HETA16 <br />- <br />12 <br />0.162"x3-1/2" <br />-- <br />236S <br />F1:1350 <br />F2:1430 <br />HSTM16 <br />8 <br />0.1481fx1- 2" <br />1110 <br />F1:120 <br />4 <br />1/4"xl-3/r TLten 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148"x1- 2" <br />-- <br />990 <br />-- <br />HMTS16 <br />14 <br />0.148"xl- 2" <br />-- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"xi-1/2" <br />-- <br />1310 <br />- <br />HTS20 <br />24 <br />0.148"xl-1/2" <br />-- <br />1310 <br />-- <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />-- <br />LSTA18 <br />14 <br />0.148"x2- 2" <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />1640 <br />-- <br />WTA30 <br />22 <br />0.148"x2- 2" <br />-- <br />2050 <br />-- <br />MSTC52 <br />62 <br />0,148"x3-1/4" <br />-- <br />4735 <br />-- <br />MSTCM40 <br />10 <br />491x2- 4" Titen 2 <br />-- <br />28DO <br />-- <br />14 <br />0.148"x3-1/4" <br />MGT <br />22 <br />Q148"x3" <br />-- <br />S <br />F1: 775 <br />1 <br />5/8" ATIR <br />F1525 <br />VGTR car L <br />1 <br />5 8" ATR <br />-- <br />2225 <br />F 1: 650 <br />16 <br />1/4"x3" SDS <br />F2: 630 <br />VGTR/L <br />2 <br />5/8" ATR <br />-- <br />5545 <br />F1: 650 <br />32 <br />4"x3" SIBS <br />F2: 630 <br />VGT <br />1 <br />5 8" ATR <br />-- <br />4940 <br />F1:1185 <br />16 <br />1/4"x3°` SDS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8" ATR <br />-- <br />7185-2pLy <br />I <br />F1:1185 <br />32 <br />1/4"x3" SDS <br />F2590 <br />I3TTlZ <br />1 <br />8 <br />1/2"ATR <br />4"`x3" SDS <br />1825-2x4rnin <br />2145- 2 2x4min <br />- <br />HTT4 <br />1 <br />5 8" ATR <br />-- <br />3610 <br />_- <br />i8 <br />0.148"x3-1/2" <br />HITS <br />1 <br />5 8" ATR <br />-- <br />4670 <br />-- <br />26 <br />al48"x3" <br />HTT5KT <br />1 <br />5 8" ATR <br />-- <br />5445 <br />- <br />26 <br />SD #10x2-1/2" <br />ABU44Z <br />1 <br />5/8°' ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1/2" <br />A�U66Z <br />I <br />5/8" ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"x3-1/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1:110 <br />F2:110 <br />H 10A <br />18 <br />0.148"xl-112" <br />-- <br />1340 <br />F 1: 565 <br />F2:285 <br />H10A-2 <br />18 <br />0.148"x1-1/2" <br />-_ <br />1080 <br />F1:680 <br />F2 : 260 <br />HUC48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />3500 <br />1135 <br />r> <br />6 <br />0148"x3" <br />WS26 <br />4 <br />0148"x3" <br />865 <br />1165 <br />- <br />SPEi4 <br />12 <br />0.148t'x1-1/2" <br />-- <br />Side: 640 <br />-- <br />Center :1.2&} <br />DTC dips <br />4 <br />3/16"x2-3/4" Titen 2 <br />-- <br />-- <br />FI : 85 <br />2 <br />0.131"x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"xi-1/2" <br />>_ <br />- <br />F1:650 <br />F2:670* <br />SDWC15600 <br />1 <br />SDWC:15600 <br />-- <br />615 <br />F1:130 <br />F2: 225 <br />SDWC15450 <br />1 <br />SDWC15450 <br />-- <br />295 <br />F2.150 <br />i <br />i x!1 <br />2 x16" CONC iEAM <br />12"x2U'CONC BEAM <br />i CONC s+ <br />i•TOP/ <br />i♦ #4 i• <br />#4 BAR <br />, BARTOP/ <br />#4 !!' f <br />#4 BARS TOr <br />BOTTOM. #3 <br />BOTTOM. #3 STIRRUPS @ 3 <br />#5 BAR BOTTOM. #3 <br />(3) #5 BARS BOTTOM. <br />(3) #5 BARS BOTTOM. <br />STIRRUPS 31, O.C. <br />O.C. <br />STIRRUPS 7" O.C. <br />STIRRUPSBAR <br />#3 <br />) <br />• ' E.O.R. •' <br />i ♦ 3 <br />• CONCRETE BEAM <br />i t12 <br />x16" CONC BEAM <br />i i <br />A RS TO t <br />i. s <br />i <br />BARS �i r BARS <br />" f <br />, BARS <br />• * ♦ �. r <br />r !iOTT i. M. <br />r <br />7 ESIGN <br />O.C. <br />•• i D.C. <br />• <br />O.C. <br />,.,• _ BEAM <br />CONTACT I CONTACT E.O.R. FOR 12 X16" CONC BEAM 12"x2O" CONC BEAM w/ (2) #5 BARS TOP/ <br />.. <br />CONCRETECONCRETE BEAM <br />` 11 BARS TOP/BARS TOP/ BARS BOTTOM. <br />DESIGN BOTTOM.BARS BOTTOM.STIRRUPS <br />• i• STIRRUPS <br />r e r O.C. O.C. <br />17 LINTEL PER PLAN <br />Seats: <br />1 /2"=l'-O" <br />Fie Nave: <br />WGM-222 <br />��t1t1111/Y <br />Fieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 Z <br />C.O.A.# ENGINEERING: Q• 86025 <br />29349 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE ST IF 4W <br />P.E.#80956 ORi©p ,• `# <br />08/26/2021 <br />DATE SIGNED <br />*PutteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />F <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />High ate <br />NPC CH17M NU ER <br />2811.5W <br />SHEET <br />54.�.1 <br />rd <br />
The URL can be used to link to this page
Your browser does not support the video tag.