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OETAIL A HardlaPlarlkf9, Cemplankilli &
Prelvalm Plank lap Stang matedi
/ •\Sle'thlJc/ri ply APA are nonasheotos 11berv-com!ant ,At
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'.. REVISIONS ' BY
,k])DITXONAL NUIE,
THE CONTRACTOR, SUBCOffrRtA(TOR, SUPPLIES, ETC. SHALL VERIFY ALL DIMENSIONS, ;
C0t40iCCQNS AT THE 7.OB SITE, @LAMS, SIPU3WA11IONS; ETC
STRUEI"i/RAl FEA"NRES NOT DETAILED G'N THESE PLANS WILL BE ADDRESSED 6Y TH E
ENGINA6RAS CONSiRWG7Xq 1 ?ROGRES(i S. F0� apo3
ALI. WRUTEN 01MENSI S Off TgEM :ORAWINaS TAKE PRECEDENCE OVER SCALED . S60'0338 " E fi9.28P)
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Sending Coda s0144Z __I I I 15 'IYu ,4 3Yn — 'k 61gtl 555 — 5000 �13, F7 t_. d/� , - PROPOSED UNIT
Bandon 1404.2 v�f9i2U.Yi3£SIiA�tNl3 �'\ „ir agN44Z � _ (I - r i8 37ix 3ym 2V. — Yx 8-70J 1005 , — 7180 170 t 4 PROPOSED - f.F. 9.0 \ ��- \ 2•X4PS-P-F Installation DesignPrAsure ..y -` - ---- -- ;
Wood studs Wood Studs ^9L ryef ` - "-_�_ 1 a6144 I " h 13; i'e 12,16J 2 'h 2200 2180 sss5 13, L2, F1 DECK & .STP.IR - PROPOSED COHCREIE
-- --_... �Cr
Lap SkiMg Impact Resistant- ` , a 12. 99tx 3 s------..... ... .4 . AC. MENT ,y5. f tq
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REPLACEMENT
PRODUCT REVISED .,.` S e_ILO Planks Installed over 6IV thick/5 pry _ f .P"' \ - �, - v m M
06 Ca,ap,yhla with the Florida 3/4" Minimum Edge Dtatence Nails at Is" D.C. (typ.) ''��rrrrrrrrr 1•v4' feu X SJte" APA uatnd plywood sheathing : EGG.
B PF m. am rn
auildlne Cale V:Q ,l, a .�'S k� '� C,�`� 61, Pl
17-0821.21 - - + •_ f PROPOSED r, aT�
Neb-N.. truck starter stop ® )T, a 3a,5' l.. J f�10
EzpirullP e03fa1/2022 i - - o - le'xa'LONC O�'•'1- `` Z. p n
By .QETAILA •sheathing fastener, as U"9$RII"P..l-9Ltl-'C,_4EriP_LA,yL4kJZEVAIL LApsIA.l.N_C�tINSitlLlgILO�tIaF]:All`? � _ � .5' PROPOSED llcRETE -
Mmml-. a . ra ne Control described in Note 1 . All installation shall be done in conformance with this Notice of Acceptance, the manufacture!'s ® _ r
.,G I'. PARKING I P' /` Q
b, 9 o II 4. / .,! yi IS r.
/�• ��'-" Installation recommendations, and the applicable sections of the Floods Building Code.�,� -5> ' •, w
+ Wood studs where Hardleplank, Cemplank, Prevail Lap Siding will be installed shall hs designed by an yia : SIDE VIEW',.,,
\` Engineer orArciRect per the Florida Building Code and the r uirrxnants ofthis N.O.A.
\ Sid fastener, as[Note11618"ihiek/BplyAPAratedplywoodsheathingshallbeaftcliedtothestudsinaccordanoa // ` 0.
S ALE 3/4'5=1FT. a
/ MJ with Florida Building Code Section 232?.,8. _ _ _ `'�3 . (3 03'38n11f 28' P N _ o00
mo.
p 'rrat'.vt. \ described in Note 2 e Planks shall be applied horizontally commencing from the tfoltom course of the wall with 1-11V wide -_ ___ - _ _
N60" 69. �
r YhR with rePtoryd. , laps at the tap of the prank such that the exposure area oP each plank is 58-11A" vedically. ABU44 - —�� - of ST LUCIE COUNTY Q N .cia
cob. , HardiePiank, GNate 21 The siding fastener shaft be a 2-112' Ieng, 0223" head d'emeter, O.Og2" shank dlamaler, �r• (other sizes AA��� - N
No 6 cottoslon•resistantSiding na0; The siding Ii fastened s 8.114" O.C. vedicalry and 1e" O.G. horfzonfally; similar) ' $G �4" _ to tg0p a L] x - sir
„ -- Gamplank, Prevail _ ■ BUILDING DIVISION
�� PLAN:
UI ON
f Lap Siding fasteners arerldvanlntowondstudsthrough5/6"1hlCk/3pryAPAratedprywoodshaathing,fasteners It 2" X 42" TALL METAL POST °� REVIER'dED O rH
ey / BY
areplaceciIntheovedappingareaeppnudmaia 4"tomthebottomedgaafthe.Overlappingplank. _ �' / ,36'.'. TALL METAL RAILING (TAMKO) FORCOtV1PLIA Q �• C
1\ r m b. "1, • Vertical joints shall be placed over studs, �Ng � _
/ Water-reeletivaberHar . 7riaplanksshallbeinstalledover$Ia"thick15plyAPAratedplywoodsheathingsupporredbya � 4" OC'METAL BALISTER EMOBILEG SCIhI,E'Irr=20" P. REVIEWEDAN
minimum of VI S-P-F wood studs spaces a maximum of 10" oA. MOBILE DATE 1
per Floridal3UilUing ' �_��' - U.
! \ - --. _ � PLANS AND PE ,Y11T
y Fastaners shall have a minimum edge distance of 3/8". - �-- ''""`' --'- -
\, Coda Section 140a.2 _ R
NO IN9PE0'rIc NTW ON
OR
'
* rr/ HARDIEPLANY, CEMPLANK, PREVAIL LAP SIDING _._._ ..---_--_.___.-..— _._-,::_.---'_-_--- _ -_.
•.�„` N8" thidc/5 ply APA rated , S INSTALLATION DETAILS WOOD STUD CONSTRUCTION 1; - .. _ -.- -. __ _
-- ." plywood sheathtng fastened y - - - --
le .._ i; 2 STE S
� CONCEALED FASTENERS ORATT 'r THESE R'1JiNs A;a� ilia ^°^�+^���,
PRDDUCTREiNE'WHD '"--,lnaccordancowlthFlodd3 �? JamesHardlel3uild(ngPmdrxls,lna �
as comill odewith the Florida Building Code Section ;g 'i' rr ACHMEN I.
nandxng C 2322.3 10901 Elm OTE: 2 •.GRIASPABLE RAIL'I
e ARE 5llrl,lECT
Non -No. 17-0406.06 - Pontalua,cAgz337 (. 11 36 AR COERESP.ONSIBLITYOfiH:E' r �1D,albn r
S = "
Expiration teDB/0112022 2"X4'B-P-FWood MO 'hone':�•09-3666300 size FW, 110 beDNo xer /}. 36 RMWREI)_ "FIG I .a F fI f;• ti�;+.l
'rhewall and soffit frames are to be designed F x 90g-427-0534 A PNi.-PLK-SOFT 1 1 _ f _ - NTR'4�T�R OF RE�QRt�' - 1 '
- /// MAY 8E NEOESSA,iY hi ORUFR (1
Fly by the Architect or Engineer of Record in II , kAdUI GCI11�,
rdreenl �%Prodllct Contra compliance 9, Gonzales Ponta t2" t'0" Hare:4i2areols aNsar sop 12 COMPLY Wlih dl,L APPUC
+ �-- compliance: wihh the Florida Butkling Dade, Ciei
�— �
✓ OMP SIT FIN. FLR.
282 RS 61,
4
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F11 1: C-9
o 2X'8 PT @ 16 OC
® I /I mFsF i 5q Planning &Development Services Department y = a'
Flora Product Approval e�'' 23DD Virginia 2
rxe Lei+J „kt Building & Code Regulations Division 1 1 2=3/8"LAGS n In (c("� . i
„Z/Z1/I� W/ WASHERS 42 - 482 N' Vir in' ue,FortPierce,FL34982-(77 )4,62-1553
4X4 PT POSTnear
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�iarC�flepanel� �Id�n� Certification for
Design Load Compliance
=r'2X12 PTRINGE S j t Name: \..J irk
-'METAL--BALUSTER FOSTER DECK
• For use Inside HVH2: Pro BY r WA
4"OC _.. Project Address; F._LOT-6G'3 VENTURE III
�Hlvivt � i'-
g types, fastening schedule, an •nstallation _- AlIU41 POST BASE _.__ __ ._..-.__,
o HardiePanel Siding fastener es, fa z �
shall be. In accordance with the Miami -Dade County Flora NOA# 17-0821.21 W/ 5/8" ANCHOR BOLT St Lucie Count,
[7" @ 2- MACHINE BOLAS '�" Permit#' OccupancyTVpe: R ConstructionType: VConsult the HardiePanel product installation instructions on theI INSTRUCTIONS FOR USE:
niln'.;v Doges for all other Installation reawrements. 2 /Z1 / 1 Fi NOTE HARDIE SIDING U ! s nd
'MIN , 3 " EMB • This certification must be completed, signed, a sealed by the design professional of record.-
- NOTE: HARDIE SIDING USED FOR SKIRTING 'ED Submit orr r l
FOR SKIRTING . (2) copies f residential, (3) copies for commercial with all permit applications involving the following:
t
o New Residences (single or multi-family)
k o Residential V
s Addition I'-t '
ATI Evaluation Service aeon - - - A rN requiring
r v _ _ . -` c o Anyaccessarystructure requi in a building permit
A Division of Architectural Testing — Certification Services I PCA-'=s `— —'--- n re.
t
L z /� f i/0 LU
o Any no residential structure.
/+/+�q o , I-IV
aes • € Ili'p -� - * Note: Form not requlred for Interior renovations provided that no exterior structural elements are affected and mi
CC�R-U'118 1Ki In 3xY anti 4x t ,..; `, I IIIrS � � -
Code Compliance Research Report rL r am rbuil building at discretion local Official. Contact abdv questions,
— ---- — -, r1 I ;
Issued: 04118/2017 I
certain minor din permits the loco dingo I ' C t the ti a for tie
V DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that a❑
Subject to Renewal 04115/2018 Page 1 of 15 �W Ity
TOP VIEW:
Visit - x +.r:. h , 5 rnm; for current status
Y. DESIGN CODE: Florida Building Code 2017 Edition with 20. Su lements
t Jo 11 ' it '
TAMKO Building Products, Inc. 3.4. The TAM -RAIL® Palling System includes 1 I ,I SCALE 3/4x•-1 tt. _ —Supplements using ASCE i-1D F"
220 West 411 Street upper and lower rails,: vertical balusters, post k o e Partially Enclosed n
Z. Structure Designed as (check one):, Erick s d
sleeves, TAM -RAIL® post mount system, rail -to- ° 3. RiskCategory:_I X II_III IV Exposure Category:
clog d 11 E X Open
Joplin, M0 64801 u Typical LUS;!8lnstalla;iml _ _ _C_
post brackets and hardware, rail -to -post bracket - -- 4: Design Wind At, X D 1
use (10J r,Orwtlnn' y 165 mph 128 ASD. N/A LRFDEnd Tone Width: 3 ft
(800) 641-4691
or O.t48x3;x (18A.s raker) nil• _ -57 hdean Roof Height:. 15 ft Roof Pitch: N/A. :12 Parapet: N/A it covers, fixed angle adapters, crush block, posltrim �
ring end post cap.
I•-w.,l
e 55 ;, 48 u i I 6. Components &Cladding Design, Pressures Used: (PSF, based on 10sgft,@ 15'MRH, clearly label on all plan openings);
1.0 Subject 3.4.1. The breadloaf shaped top rail, rectangular (PiLUS28 Zone 1. one 2. one . i
bottom rail, 1.5" colonial balusters, 1.5' square d ( 33.0 2 62.495 5 Zone 4: Zone S: 4 Garage:.
4 2 g. 3 N JA
6 7 36
Guardrail Systems balusters and post sleeve are hollow extrusions
7. Design Loads! Floor: 40 PSF Roof/Dead: N/A PSF Root/ ive! N/A Balcony; _ N/A! p5 /A
TAMKO TAM -RAIL® Railing System manufactured using n Ironlayered extrusion _
process. These extrusions consist of a core layer r Dock: N/A PSF Deck: 40 PSF Stairs: 40
PSF Fence: N/A PSF Railings: 50/Z00 PLF J CONCENTRATED
2.0 Research Scope of PVC (Poly Vinyl Chloride) and wood composite
L� I - i 8, Were SheWalls Considered For Struct
See —
ure? X Yes. Not Applicable Explain Why Not:
d capped by an inner anouter layerlof PVC
2.1. Building codes .
Figures 1, 2 and 3 for sectional proftl'es. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
2009, 2012, 2015 International Building Code
(IBC) 3.4.2. Both the top and bottom rails have pre=
balusters at assembly. 'The a the' ends of the _ - 4�2 12 PT, TRINGE S S28
2009, 2012, 2015 International Residential Code er assembly - - - .- _ L,. - 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted?
routed square holes [o receive the'..
Cn
(IRC) limits the spacing between balusters such that a 4 r
Inch diameter sphere cannot pass IFirough at. any s -
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: Ye
2 8 PT @ 1 6 ') 1 certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to
W
2014 Florida Building Code (FBC) location.
Building and Residential
5 4"X6' LU 28
comply with the applicable structural portions of the building codes currently adopted and enforced b St: Lucie
S Y if.
(exc tiding High velocity Hu cane Zones) 3.4.3:' A crush block t utilized as a support block 5/4 COMPOS T STEF' CO, POSI I FANGER County. I also certify that structural elements depicted on these plans provide adequate l
Wings on the _ _ _- _ - l forces specified: q . resistance
2.2 Properties - - - - - f eta the design
Structural Performance after being Inserted into routed opt hl■ Z
ED
bottom e( the lower reel.
3.4.4. For level guardrail assemby ; greater than
Durability 94" and less than or equal to 120" in length, an LUS ■■ CS p
aluminum stiffener insert is ubhzed Inside the / 4 4 PT POST Paul Welch P.E. 29945 / 5115
Surface Burning Ce Co. Cert h.
upper rail only. See Figure 1.
Decay Resistance - r, .
Print Name rt k &
Paul Welch Inc. Aut 04
3.4.5. Composite and PVC [components I j ON PLAN 12/28/2017 _
Termite Resistance 5 5
hN•-
recognized for use In the TAM-R'/IIL® Railing ¢ _ ~
3.0 Description
System are manufactured with a white PVC cap 2x8PT i Signature, Date, and Seal 1984 S.W. Biltmore t, Suite i1114 Port St: Lucie, FL v .
stock. I ' SL F a ..less
3.1. General -The TAM -RAIL® Palling System is ccUv Form R 02o-1Z revised 3/15/iZ I1S) CompanyN me &Add
a guard a guardrail under the definitions Sy to the. 3.5. Structural supports may be conventional
, � n
referenced codes. They are intended for use at or wood framing or a TAM -RAID post mount system O
near the open sides of elevated walking areas of (See Figures 9 and to). TAM -RAIL® 4X4 and
buildings and walkways as required by the b both
conventional 4X4ost 1eeves may wood posts andutilized
the TAM-
. referenced codes. -
RAIL® pest mount systems. The Sx5 post sleeves ___. __-----------_._ -_---------_.---.._..__.... __._-----------
3.2. The TAM -RAIL® Railing System is providedrequire a post spacer for installation with
as level guardrails with heights of 36" or 42" above conventional 4X4 wood posts.
the floor surface and is provided in rail lengths for
nominal 6; 8, and 10 foot guardrail systems. See 3.6. The TAM -RAIL' past mount! system is
f •
comprised of a 2' square steel tube Welded to a
Table 1. _ NOTE: ALL,CONSTR CTION MUST COM1�LI WITH THE FBC 2017 (6TH Dot°
3.3. The TAM -RAIL® Railing System is provided 0.650" thick base plate for anchorage. Two
molded PVC spacer/mounting hmento(guide)blocks PA U L E L(,.ay H INC.
EDITION); AND THE FBC 17 RESIDENTAIL, 2017 PLUMBING CODE, 2017 MCCHANICAL W EL1T0-FR;gAL W CIVIL. ENESiNEEPe1NC,. Scale
as stair guardrails up to 100 inches in length as Provide for attachment of rail[ brackets.
measured along the top rail. See Table 1. See Figure B. ' ,
"
MECHANICAL CODE riIND THE NEC (N F'FA 70-2014G-W. EIkL tMC3RE 5T. - s ulTE # i 1 4-
Architectural Testing, Inc. 130 Derry Court a York, PA 17406 71,7-7647700 _ - ----_-__. __ . - _. __- _ _ T I - -
ST. L,uC EP p'L. 349F34
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www.archtest.com --- -`-Job
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- : MAiL - FAX FEB 2 6 2018
-. .. (712)',7EIg•4869 PWEI.CFPINUtr�1 A�CLL60h1 t772) 7EIS-9933 Sheet
S T. Lucie County, Permitting
-
• FEB 2 1 2018
+��• . �.o.ri i , _, .. Ot Sheets
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24 XSv PRInrRO On tta_ 1oo04 CLEARPRUIrr - .