My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36582 Smithfield Ln
Zephyrhills
>
Building Department
>
Building Plans
>
36582 Smithfield Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 10:58:14 AM
Creation date
2/19/2025 10:21:04 AM
Metadata
Fields
Template:
Building Plans
Street #
36582
Location
Smithfield Ln
Contractor
Lennar
Building Plans - Permit #
5569
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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
ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />k. �j <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE_y'= V-011 <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 />STRINGER <br />CONTACT� <br />SIMPSON P <br />LSC EACH <br />STRINGER <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A�35 OR <br />LSC EACH <br />STRINGER <br />C, <br />.1 IT <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />CTION VIEW "All <br />SCALE: 1 V-0" <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS <br />CTION VIEW "ID11 <br />SCALE: 1 V-0" <br />FILLER STRIPS ADDED PLYWOOD <br />4 <br />GLUED & SCREWED To <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />I <br />_----2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />INGER <br />GLUED <br />NAILED <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />(14) 1 Od x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1 V-0" <br />THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1 V-0"_ <br />SECTION D—D- <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />o-, <br />—3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING H <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 2x4 SYP BLOCKING 7 <br />AND 1/2" GAP TOP AND MTS12 wl (14) 10d x 1 "'��x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO FOR STRAP <br />NAILED TO STRINGER FRAMING (SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" NAILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x1 2 TREAD GLUED <br />GLUED AND AND <br />NAILED NAILED---\ <br />< <br />L <br />2x <br />DR FTST�P DR FT STP <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT <br />POINTS OR DRYWALL SPACING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING B <br />H <br />SECTION VIEW SECTION VIEW <br />SCALE: 1 1-01, SCALE: i -o-- <br />2 <br />2" <br />-3/4 PLY\fv <br />ON DECV <br />--2x8 SY1 <br />AND N/ <br />FRAMIIN <br />2x4 DRAF' <br />STOP <br />2x4 BLOC� <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1' <br />4 <br />AND 12 PTOPAND <br />GA <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2X4 BEHIND RISER <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 C <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ -I" X <br />4 <br />2 "' TAPCONS @ MAX. 32" O.C. <br />4 <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />STRINGERS <br />G <br />2x4 BLOCKING FOR 2x1 2 <br />2x4 PT UNDER 2x12 <br />G. 1 <br />TOP OF <br />STRINGER <br />'ON A35 <br />SIMPSON 35 <br />C <br />OR LSC EACH <br />R <br />STRINGE <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/SIMPSONH3 <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER [STRINGER <br />---I---PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 41.'X <br />214" TAPCONS @ MAX. 32" O.C. <br />_1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW VIC11 <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT, <br />El <br />(2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING <br />4 BELOW ALL NEWEL POST <br />OSB OR PLYWOOD FROM JOIST TO JOIST. USE <br />1 3 <br />OR 4"X16" LVL 2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />@ 6" O�C. TOP, BOTTOM <br />AND VERT. <br />NEWELPOST <br />SECTION VIEW llGvl <br />SCALE: 1 V-0" <br />BLOCKING <br />0 1 /A I M k...; U N 0 1 M U k..# I I U I N LJ E: I /A I L 0 <br />(IF 1 1X17 REDUCE SCALE.5) <br />SCALE: AS NOTED <br />SCALE: 1 V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />) TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />PSON MI <br />10dxl 1 <br />POST LET INTO <br />-OCK <br />DE <br />ING <br />IX8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1 1 1-0.1 <br />N% <br />Virtual Review Assist, Ink. <br />Plans Review completed and apprond-/ <br />,or compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />N <br />CNI <br />CD <br />C\1 <br />LO <br />b, <br />6, <br />L0 <br />0 <br />.4, <br />00 <br />�Lo <br />Z� <br />z <br />0 <br />Ld" <br />LU <br />W <br />0 <br />z <br />T <br />< <br />(D U') -- E <br />> 0 LO <br />0 <br />Q co 1"t Ci <br />M N <br />4- <br />V) <br />41.- 11) -j n <br />U Z) C3 �3 Cl) <br />-0-0 0, %) <br />E — — = (,) <br />= 0 <br />— U 0 <br />0 <br />a: C, 0 <br />0 < <br />U < <br />(D <br />U LU C)- t; <br />cO E 0) <br />70 <br />L- C) co <br />0 CL -0 <br />LU W <br />(D W <br />C1 Ld V) W <br />W W _j W 2 0 0 <br />F- Q� _j r. (_ < z W <br />W z <br />W 0 _j<0 < 0 0 <br />Z) LLOOLL-i <br />< <br />I-- <br />- Cn <br /><Cyx- W o(z/)200�1-jP <br />CDy C/) ow � zo , 0- EE 0 0 - <br />0 z < <br />z 2 <br />0 0 <br />0 z <br />W <br />(nW1L>F5ZWWLU Fnww<00�_j <br />0 LL <br />_j CLOZY0 z Z z 0 <br />_j < < W < W <br />Z) <br />W 0 (L <br />LL <br />< �- W <br />0 W 2 Y z <br />Of D <br />< <br />0 0 0 � < LL <br />LL < 0 <br />C) <br />C) <br />Z LU <br />0 <br />1.- <br />1-� j._q <br />V) r"s <br />> (D <br />F-1 U0 tD C) <br />C) <br />z <br />_j <br />Lf) <br />LL. <br />z <br />Lu Ln <br />Q� <br />< <br />< 00 <br />U <br />z <br />z <br />LU <br />W <br />_j C) <br />C) <br />04 <br />N <br />C__) <br />C14 <br />11 <br />C) <br />�4 <br />C:) <br />CD <br />(0 <br />W <br />M <br />0 <br />C3 <br />0 <br />C:) <br />C) <br />C) <br />C:) <br />N <br />CD <br />CD <br />C) <br />4 <br />C) <br />CD <br />C) <br />C) <br />c� <br />C) <br />CD <br />0 <br />LO <br />> <br />04, <br />CO3 <br />'It' <br />L0, <br />CD, <br />r--' <br />Ln '11. <br />CO <br />Z Z <br />z 2 <br />0 W U) <br />W <br />W <br />CD 10 <br />0) 0 <br />:D 0 <br />0 ;> < <br />0 a- <br />0 <br />of W <br />0- M <br />LO <br />Z <br />W F- <br />W <br />I.- <br />W Z) <br />co 0 <br />z 3: <br />>- af <br />>-2 <br />< W 0 <br />z W <br />Z Z LL <br />W <br />0 <br />< < �- <br />_j 2 z <br />C) <br />00 <br />< <br />0 <br />a- >- W <br />C/) <br />S2 z <br />z ?__q <br />z <br />< 0 <br />Ir.0 <br />z <br />< <br />0 <br />0 1 <br />1 <br />00 <br />0 <br />z <br />ST <br />z <br />z <br />W <br />WC) <br />C) <br />CN <br />LAST PLOT DATE <br />> <br />Jul. 15, 22 <br />STAIR DETAILS <br />i T <br />
The URL can be used to link to this page
Your browser does not support the video tag.