My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36374 Garden Wall Way
Zephyrhills
>
Building Department
>
Building Plans
>
36374 Garden Wall Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/26/2025 2:47:00 PM
Creation date
2/18/2025 4:11:26 PM
Metadata
Fields
Template:
Building Plans
Street #
36374
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
5684
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
SCALE: 2' = 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 />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ----� <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER \ / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x� <br />DRAFT ST P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS ,/ \ 1x4 GLUED AND NAILED TO STRINGER <br />—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:.2 = 1'-0" <br />J-A <br />11�1 <br />I% <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />>YP CUT TO FIT <br />kRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />2x6 SYP / <br />2x4 SYP BLOCKX <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON14)1Od MTS <br />/ AT STRINGER CONTACT POINTS \ NAILS) <br />S) x 1 1/2" <br />/ \ NAILS) � <br />fIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 2' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1 4 GLUED AND NAILED TO STRINGER <br />- <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER[SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />x STRAP GLUED TO — <br />—2x4 DRAFT RISER AND TREAD <br />STOP 77 <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />+-2x4 BLOCKING FOR 2x12 <br />7-2x4 PT UNDER 2x12 I <br />I ' ROVIDE MOISTURE <br />\ PROTECTION / <br />L/ATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.G. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / <br />2 4" TAPCONS @ MAX. 32" O.C. \ <br />G-1 — — _ SECTION VIEW "C" <br />� SCALE: 1" = 1'-0" <br />TOP OF / <br />STRINGER i <br />1x4 GLUED AND NAILED TO STRINGER \ <br />2x4 DRAFT <br />/ <br />STOP <br />' <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />' <br />STRINGERS <br />G <br />I <br />2x4 BLOCKING FOR 2x12 <br />SI LSO <br />2x4 PT UNDER 2x12 <br />EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />VWALL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO — <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />/, <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />-3/4 PLYWOOD <br />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <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 />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E11 <br />" <br />SCALE: 1" = 1'-0" <br />` l SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />\ 1OR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: i" = 1'-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILEL <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C ^� NOTE: 2x8 <br />\ DRYWALL STOP / <br />NOT SHOWN <br />STRINGER X <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />� \ PROVIDE <br />/ fV BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSS OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 4"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: i" = 1'-0" <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 />dD NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />H <br />rr/ 2X STRINGER <br />2X 611OCKING <br />PSON Ill w/ ' <br />10d x 1 1/2"AILS <br />\3(D OR 2X BLOCjfiNG <br />3t�D � <br />RISI! 2 <br />VARIE <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />�s <br />c%j <br />C=, <br />c <br />U- <br />C, <br />v <br />� �mX <br />ee <br />C-4r <br />do= Q <br />aF=" Y <br />1; <br />d w� <br />�,�t <br />!`ttt�ttl��tP�ft#����'� <br />X� /v <br />iAeE(T �' J <br />O' <br />�� ¢ps••• i~ L 0•� <br />ro <br />fm vitk l;� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />v E <br />Cl 0 <br />0 M U <br />N p <br />" 6 IS,N - a� <br />^l- <br />C -J W <br />M U LL W 4 <br />0 Amok M0 <br />v <br />— a <br />Z W me <br />o <br />Oi ��-' <br />W <br />N M Z Q <br />zCLLOU <br />°V O CJ <br />M <br />N <br />�o <br />� o <br />ll ,n <br />-- M <br />v � o <br />0-M <br />Lu <br />g <br />0 <br />LL' o <br />N � <br />�Ln U) <br />c <br />J <br />zeii <br />I <br />0 r9 <br />0 <br />C <br />w <br />M <br />l± <br />4z <br />OS <br />Z <br />Q <br />LJ <br />Q E <br />E <br />65 <br />z <br />g � <br />OO <br />�= <br />g <br />Z <br />oa <br />U <br />Co • <br />mo <br />f— <br />>C U <br />a� <br />?p <br />� <br />° <br />o E <br />N <br />z <br />az <br />omw <br />U) <br />z <br />o6oll <br />U <br />m i <br />Z <br />J <br />j <br />¢ <br />Og <br />Z <br />gO <br />a <br />�� <br />�w <br />U <br />Oo <br />OE <br />as <br />O <br />O <br />CO <br />V <br />zla <br />a <br />OU s <br />.0� <br />�L <br />J <br />0 <br />� rn <br />m <br />O <br />CY) <br />CO tDCo <br />O <br />N <br />LO <br />72 <br />I--. <br />M <br />co cv <br />C:) <br />r N <br />L <br />r <br />Q (D j <br />r <br />E <br />M CV)N <br />c c' <br />o <br />Z <br />f4 <br />Z <br />J T <br />N <br />E C) N <br />`° <br />IL <br />E w? <br />U - ¢ p <br />JOB <br />NO: 22-12352 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />I I.J. . illl 11ld o11';l C 1 �. 1.�t� IVr hY A .1%1tiili lu,iit, a .'' J : 1n !.It.,.,Il ��_. 1 ITT <br />
The URL can be used to link to this page
Your browser does not support the video tag.