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PVC CAR CONSTRUCT NEW DECK AND STAIRS PER PLAN
04 WOOD 4ST PVC K
I
P W C JACKET .
NOTE: ALL CONS
TRUCTION
ON MUST C OMPLY WITH THE FBC 17, AND THE FBC 17 RESIDENTIAL,
2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 70) 2014 EDITION. �. T.�L? •:KS,r, '9!J F $ F+fE. 4+t j �?-'" P'S.7'
NEW 4X4 WOODP05TINPVCJACKET A .._f 5P_ae^i?_Ga Lit�p 4 N91L . w( �aeI
ALL Se.._.---.. _AII,I,JiS. {_SE.t's 6G cx - _ A -% P w •..'S TAB[ EIt PCs
6' PVC RAILING; KIT W PVC SNAP IN PICKETS 4" O:G MAX TTONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC 17 FOR T p 11R (IZA V4 t(�JL ..3� £t C.
/ . @
CbNNECfED 70 4 X 4 POST WITH ,(2) #10 X 9" SCREWS: " EXISTING BUILDINGS, THE FBC 17, AND THE FBC 17 RESIDENTIAL
' AT EA. END TO 4 X 4 P09T (TOP & BOTTOM) THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 17 FOR EXISTING
�q u,�- � �' K I
BURDINGS CHAPTER 6 AND 7 #k Iv 5 I7Fc ac SUZAcd Jg N \
GUARD RAIL FA a o is-r l
1 NOTES: �Zx10 Ei ooi..iLol'aT \ SG)= S`1 AIIZ L+^Tiata
- - _1.I b°: Cie. c- W.1-stM•P544..4..,17Z(a
'w/6S)^104 WA-t .-& EA eND
-THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, F'r 9-X�l IST IN PV(-
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. a ocK.
T
=STRUCTURAL FEATURES NOT DETAILED ON THE E PLANS WILL BE $1 - i „
ADDRESSED BY THE __--. 1*TBpla [ R13a _.w.1(.8�_/4 14_..
SIMPSON NU 26x W/(20) 26d NAILS ?ITMt!s_4_01)-ENGINEER AS CONSTRUCTION PROGRESSES. l.tsd.wArt '
_. —
�,' @ EASTRINGER - ALL WRITTEN DIMENSIONS ON THESE DRAWI
. 9 , I ' SCALED
NG TAKE PRECEDENCE OVER Ill�lii�,lli-tll'�11 � ^-I(!�)tl�l!(� �
III_ Gil t
2Xi2 STRINGERS @ lfi O.C. MAX (NOT LESS THAN 3) DIMENSIONS. 12" aC 12 " jC 1$" P
( i I
d ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2017. Wit, ec } M ra , lA1 mY
(2)2" X 6 TREADSW/j"N(jSINGrr
— STRUCTURAL NOTES:
2X RISERS
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
SIMPSON MTSM 16 W/ (4) ( n
EA I_ JZs Aste. Y." X k %"TITENS & I 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
(7) - idd x ] K @ EA STRINGER 3) SLAB t FOOTINGS TO BE CONCRETE WITH A MJNIM UM2500PSICOMERESSIVE R!®TI„. I�Cck� w.lea-L s3� aPCri TN�.2�ct=orC� No �WO.A �
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. `--" _ --- V �L1 � p
c' 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: `
,(2) SIMPSON RPBZ W((8) P," X 1 r4 TITENS & (8) Y" X 134 FOOTINGS: 3" „
. .. BEAMS. 1 /: , „
�� SUSPENDED SLABS- /, SDS SCREtNS 5j ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
EXISTING CONCRETE 6) SPLITING OR CRACKING OF STRUCTURAL, COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITTED.
--- --
71 UNLESS OTHERWISE NOTED, THE INSTALLATIONOF SPECIFIED HARDWARE SHALL
TYPICAL
+yp �n e CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
1 1 P I CA L STAIR/RAILING DETAIL. sp scALE 8) SCREED SHALL BE PLACED A MINIMUM OF 4INCHES (102 MM) ABOVE THE EARTH OR 2 q
INCHES 51 i ( MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED � -
- .. .e.
WAT
ER ER TO BRAIN T
N O THE EXTERIOR rC.A.
N 1?
OR OF THE BUILDING. THE WATER -RESISTIVE ®LCIAC7 GERT�^�a/G��IT%QM• -, �P �
BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER 13 �,
AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. E*r�caor�i�exof�. -asc �a
— - - — (FBC 6M EDIT10119
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sal>cs L-V.(P',o CODE COMPLIANCE
ST. LUCIECOUNTY
BOCC
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