My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36499 Well Hill Way
Zephyrhills
>
Building Department
>
Building Plans
>
36499 Well Hill Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/24/2025 1:21:55 PM
Creation date
2/19/2025 10:20:03 AM
Metadata
Fields
Template:
Building Plans
Street #
36499
Location
Well Hill Way
Contractor
Lennar
Building Plans - Permit #
6519
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
34
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
L I 111 -' ' I <br />- -I - J in n' "1 if <br />cm <br />3 <br />v <br />W <br />r\ <br />0 <br />i <br />0 <br />0 <br />J <br />O <br />N <br />0 <br />h7 <br />r4 <br />N <br />LO <br />0 <br />L0 <br />i <br />v <br />V <br />N <br />O <br />rn <br />3 <br />N <br />0 <br />0- <br />0 <br />N <br />E <br />0 <br />x <br />CP <br />Cf <br />C <br />C <br />J <br />i <br />d <br />0 <br />0 <br />tZ <br />IKJ <br />O <br />L <br />LO <br />s <br />a <br />0 <br />CN <br />LLB <br />cm <br />0 <br />0 <br />W <br />o� <br />v <br />SCALE: T = 1'-0" <br />NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ Oe <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER j BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP j <br />i <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />3YP CUT TO FIT <br />%RS IN WALL � <br />2x12 SYP <br />BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP L I I tAN <br />DE MOISTURE <br />CTION <br />LZAATS <br />2x4 SYP BLOCKING XFOR STRAP2x4 PT NOTCHED INTO STRINGER O.C.AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 <br />/ NAILS) / OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />fI EW "A" SECTION VIEW "B" G . — SECTION VIEW "C" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" \ SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OFF / <br />STRINGER \ <br />E <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />V V/1LL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED ---\ i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 11x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: J" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />53 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />-_� FOR DRYWALL SPACING <br />H <br />E SECTION V <br />SECTION VIEW "E" <br />IEW <br />SCALE: J" = 1'-0" <br />F <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = V-0" <br />v i <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />1x4 GLUED AND NAILED TO STRINGER <br />-2x4 DRAFT <br />STOP �N [ <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />—2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POS <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j4"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �, = 1'-0" <br />PER CONTRACT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />:L POST LET INTO <br />!LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />N <br />Z <br />r <br />a .o <br />0 444 <br />e Qn O <br />'4 C <br />yam . <br />o <br />c, <br />a ar i <br />*La <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />W <br />a <br />�E <br />�° <br />0y <br />o <br />N O � <br />4 O c D rr <br />00 00 <br />" ' ! <br />- YI <br />Vi r J <br />Y <br />Q <br />N - <br />O <br />C L� <br />J L:L 1l <br />LL O.. <br />.^ <br />_ <br />0 V <br />J w <br />— a <br />� <br />.c m O <br />5 . F o <br />N O <br />0 <br />W <br />02r... <br />c' m Lu <br />Z <br />LL <br />0 <br />in N Z Q J <br />c7 <br />= <br />N <br />OU <br />U <br />W <br />❑ ❑ <br />z N M <br />O O <br />Co <br />z <br />Q <br />N <br />r <br />N <br />z � <br />� o <br />4-+ <br />fa <br />cn <br />w S <br />C <br />O <br />w. <br />U <br />... <br />_ E <br />8 <br />¢ <br />= L <br />U o T <br />OD 0 <br />N OU <br />ti <br />0 <br />w <br />M <br />y ¢ <br />z <br />Z <br />a. <br />E 0 <br />N <br />�� <br />zN <br />❑a <br />n7 <br />Q. <br />0 <br />Co <br />E� <br />0..Q <br />0o <br />o� <br />z <br />i <br />ao <br />� <br />W o <br />�z <br />wz <br />�J <br />U> <br />c <br />< <br />�< <br />o0z <br />8 0 <br />o� <br />Z <br />3 J <br />�o <br />aZ <br />3 <br />oQ <br />gg <br />W <br />� 3 <br />�. 3i <br />N <br />m <br /><p <br />az <br />_cw <br />� <br />W <br />�0 <br />o <br />QQ <br />;a <br />Willv <br />ola <br />o3 <br />C O <br />o <br />T <br />y <br />N <br />M <br />a) <br />rn <br />m <br />m <br />O <br />00 <br />co Ln <br />•— <br />: <br />LO <br />< <br />o <br />N <br />m <br />—_ <br />Ln <br />O <br />� <br />N <br />ai <br />rn O <br />LO <br />N <br />Q <br />LO <br />co <br />e' <br />E <br />/� <br />00 <br />M <br />LO <br />o <br />Z <br />3 <br />y <br />d <br />E <br />o <br />U <br />o m <br />Q p <br />0 <br />c <br />_j <br />JOB <br />NO: <br />23-06120 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />
The URL can be used to link to this page
Your browser does not support the video tag.