539 Selva Lakes Cir RES20-0348 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
ALBRECHT SUSAN E 535 SELVA LAKES CIR ATLANTIC BEACH FL 32233-4361
COMPANY:ADDRESS:CITY:STATE:ZIP:
SUPER SIDERS AND TRIM,
INC 2700 Fawn Point Dr Jacksonville FL 32225
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172027 5510 SELVA LAKES UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
539 SELVA LAKES CIR RESIDENTIAL ALTERATION
RESIDENTIAL HARDIE PANELS OVER T1-11 $11000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $110.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $169.48
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 1/15/2021
PERMIT NUMBER
RES20-0348
ISSUED: 1/15/2021
EXPIRES: 7/14/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 1/15/2021
PERMIT NUMBER
RES20-0348
ISSUED: 1/15/2021
EXPIRES: 7/14/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $169.48
RES20-0348 Address: 539 SELVA LAKES CIR APN: 172027 5510 $169.48
BUILDING $110.00
BUILDING PERMIT 455-0000-322-1000 0 $110.00
BUILDING PLAN REVIEW $55.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $55.00
STATE SURCHARGES $4.48
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.48
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R14604 $169.48
Printed: Friday, January 15, 2021 11:38 AM
Date Paid: Friday, January 15, 2021
Paid By: SUPER SIDERS AND TRIM, INC
Pay Method: CREDIT CARD 413968168
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14604
~+; CENTRALSQUARE
,-J }l.,:\,'J /~ Building Permit Application ~ ~ Updatedl0/9/18
{ ~j City of Atlantic Beach Building Department **ALL INFORMATION
, 800 Seminole Road Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
~OJI!)" 1
Phone: (904) 247-5826 Email: Building-Dept@coab.us 15 REQUIRED.
Job Address: 5 3:i 'Sr::./vtl,, t Lt /;,ts C,'c Permit Number: R E. s z o -6 34-~
Legal Description l/~-, I 17 -2'6 -21 F -:x iv~ Lr, b-t ti 11 , '-I-Z ?,a f £'f< RE# 172 CJ ?.7 -ss-1 Z
Valuation of Work (Replacement Cost) $ / / 1 DbD Heated/Cooled SF ____ Non-Heated/Cooled ____ _
• Class of Work : □New □Addition ~Iteration □Repair □Move □Demo □Pool □Window/Door
• Use of existing/proposed structure(s): □Commercial ~Residential
• If an existing structure, is a fire sprinkler system installed?: □Yes □No
• Will trees be removed in association with ro osed ro ·ect? Yes must submit se arate Tree Removal Permit □No
Florida Product Approval #_ ..... /_,,.,.3...,Z.-......;'?:c......;:S;__ ____________ for multiple products use product approval form
Prop lnfor~ation
Address ~5' 5e/v~ Lq /:e-s cir .
-l~-Zip fZ ?S "5' Phone _z_'/)~1/~, ~~~~~-=cJ_,g'~.l✓,J.<~-"''----
Owner or Agent (If Agent, Power of Attar y or Agency Letter Required) __________________ _
Contractor Information
Name of Company ~tr $,'M't rS 0 J °Jr, ~uali~ing Agent _---:Ii:........_-"-t ....,_tr_,~.....,__j"l,1_!!:,L.-""h,.....,_/J1.__,_,,'""''.,,t,-""'<::'--"-<---
Address 2 7b(.? f-1::t hd_P'I. & 1 1Vl -1-l) ~-City ft Y • Stat; ffif:'-np 5 '2.. 2. z <
Office Phone 1'.tJ'f l/2'?. 5'i{'$ ~ Job Site Contact Number ____ __,,,--------,-.--,---
State Certification/Registration# t, 5S -2~/ E-Mail 1~t4:'4 tf?:J~s,blj' rs q (l,;/-1--;r',v,. ,:;.;~
Architect Name & Phone# V ___J_
Engineer's Name & Phone#---,---------------------------,------
Workers Compensation Insurer S"t-t nz OR Exempt o Expiration Date _l~/ ... z""-L-1 ___ _
I
Application is hereby made to obtain a permit to do the work and installations as indicated . I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction . I understand that a separate permit must be secured for ELECTRICAL WORK , PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this
permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and
there may be additional permits required from other governmental entities such as water management districts, state agencies, or
federal agencies .
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work w ill be done in compliance with all
applicable laws regulat ing construction and zoning .
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEME
TO OBTAIN FINANCING, CONSULT WITH YOUR LE DER 0
I ] Personally Known OR
I ] Produced Identification
Type of Identification :
NOTICE OF COMMENCEMENT
State of _Q...___\,.,.o'--r_,_\J_t1-t ______ _ Tax Folio No . _____________ _
County of _ __,f).......,u..."'-=-v.-'CA.."'--"-_I ____ _
To Whom It May Concern :
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT.
LegalDescriptionofpropertybeingimproved: L/3 -/1 /7-2,S -2'"!£ -5e hM le.ks!/,,, V
Loi-5%
Owner's interest in site of the improvement : _____________________________ _
Fee Simple Titleholder (if other than owner): _____________________________ _
Name:--------:--------:---------------------------
Contractor : ;)"1..ptl'" Sc'dttS 4v,._J /1'1 ~ •
Address : 2.. 7a:::) {]4 uJ "-/Jc, / r'\. I-l) t-,
Telephone No .: _________ _ Fax No : ___________ _
Surety (if any) ________________________________________ _
Address: _______________________ Amount of Bond S _________ _
Telephone No: __________ _ Fax No : ___________ _
Name and address of any person making a loan for the construction of the improvements
Name : _______________________________________ _
Address : _______________________________________ _
Phone No : ___________ _ Fax No : ___________ _
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may
be served: Name:----------------------------------------
Address :----------------------------------------
Telephone No : __________ _ Fax No : ___________ _
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2) (b), Florida Statues . (Fill in at Owner's option)
Name : _______________________________________ _
Address : ______________________________________ _
Telephone No : __________ _
THIS SPACE FOR RECORDER'S USE ONLY
Doc# 2020276962 . OR BK 19491 Page 1994,
Number Pages: 1
Recorded 12/11 /2020 03:07 PM ,
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING $10 .00
OWNER
Signed : __,_~:3.;;:C.A~~~~~~-----
B~fore me
Of Florida,
Notary Public at Large , Flo
f Duval, State
My commission expires : ---==--=-=-----d.~=~~----------
Personally Known : _l.__~------~~--~~~---~---9.c.
Produced Identification: -'l,,,..),_C-=-_..:...,:S.._4.,..l:....Co-,;..._-_,7'--8"""-~S"-----4_...._4'-----7-1--'-s...L..::s==--:(..,._)~
~ .. JamesHardie
EFFECTIVE NOVEMBER 2012
INSTALLATION RE QU IREMENTS -PRIMED & COLORP LUS PRODUCTS Visit w1w1.ja1Teshard.e.corn for the most recent version.
SMOOTH • CEDARMILL @ • SELECT SIERRA 8 • STUCCO
MPORTANT: FAILURE TO INSTALL ANO FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE
WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES,
AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS.
TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE)
STORAGE & HANDLING: &:. CUTTING INSTRUCTIONS
Store flat and keep dry and OUTDOOR.5
1. Pos ,t,on cutting statiOO so that wmd 'MIi t:ikNI dust away from user
and others 111 WOO<lng area .
2. ~ one of !he following rretroos ·
a Best: i. Sro-e and soap
INDOORS
1. Cut only using score and snap , or shears (manual , electric or pneumatic).
2. Position cutting station in well-ve ntilated area covered prior to installation. Installing
siding wet or saturated may result in
shrinkage at butt joints . Carry planks
on edge. Protect edges and corners
from breakage. James Hardie is not
responsible for damage caused
u. Shears (manu.i , elec1nc ll' pneumatJc) -NEVER use a power saw indoors
b. Better: i. Dust redt.X:ing cirt:ular saw equipped v~lh a -NEVER use a circular saw bl1rll lhat does oot carry the HaroeBlade saw blade trademark
HardJe61ade• saw blade and HEPA vacuum extraction -NEVER dry sweep -Use wet suppress,on or HEPA Vacuum
by improper storage and handling of
c. Good : i. Dust reducing orcular = with a HardieBlade saw blade
(O'lly use fO' km to moderate cutting)
the product. importllnt Note: f()' maximum protecilO'l (k)Yiest respira!je dust productioo), James Hardie rocommends always using "Besr-level cutting methods \\me feasiole.
~OSH-apprO'led respra\Ofs can be used in cmjunction with atJo;e cutbng proctices to further reruce ciJsl ei<pOOI.J'es . Additional exposure Information is avaiable
at www.Jameshardie.com to help you determine the most apprcµiate CUtling rreltOO fO' )'OU' joo requi"ements. ff coocem still exists about exposure levels or you
oo rot~ with the above practices , you st-oold ~ C0'1SUII a qualified in<iJstria hygienist Of contoct James Harlie fll' furlher Infonnation.
80083~(6
GENERAL REQUIREMENTS:
• HardiePanel ® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c . See general fastening requirements . Irregularities in
framing and sheathing can mirror through the finished application . . . . .
• Information on installing James Hardie products over foam can be located m J~ Tech Bulletin 19 at Wlf!W. iamehard1e.com . . . .
• A water-resistive barrie r is required in accordance with local building code requirement~. The water-resIstIve bamer_must be appropnately installed with penetration
and junction !(ashing in accordance with local building code requirements. James Hardie ~111 assume no .respons1b11tty for water infiltration. James Hardie does
manufacture HardieWrap ·· Weather Barrier, a non-woven non_-perforated housewrap 1, which complies with bu1ldmg code reqwrements.
• When installing James Hardie products all clearance detai ls m figs. 3,5,6,7,8,9,1 D &11 m_us_t be followed. . . . ,. . . ,
• Adjacent finist\ed grade must slope away from the building in a~c9rdance with local bu_1ldmg codes -typically a min imum of 6 in the first 1 O .
• Do not install James Hardie products , such that they may remain 111 _contact with standing water.
• Hard1ePanel vertical sid ing may be _in_stal)ed on vertical _ wall a~pltcalions only.
• DO NOT use Hard iePanel vertical s1d1ng m Fascia or Tnm applications .
: ~g ~iJe~tt~~f~Is:~w~~~; gp$~;!:~:iiis~i~t~~~m~bi~r~i:c~o:~~~n1 ttea~r~~c1 ~a~~~lrs~i~\~~a~h~s~
8
~~~e~hcea~e~!
9
f~~in~nit?~:f~~~~~ilh~~1\~tl~ke into
~~~~n~~~0characteristics of James Hardie ® Siding Products " at www .JamesHard1e.com.
INSTALLATION: JointTreatment . . ..
Fastener Requiremen ts ,,
Position fasteners 3/8" from panel edges and no ~loser_ than 2 away from
corners. Do not nail into corners. HardiePanel Vertical Siding lnstallati~~
• Framing must be provided at horizo~t~I and vertical edges for nailing .
• vertical Joints -Install panels in moderate contact _(fig. 1 ), alternatively 1rnnts
may also be covered with battens, PVC or metal 1rnnters or caulked
(Not applicable to ColorPlus® F1msh) (fig. 2). . . . .
• Horizontal Joints -Provide Z-flas hing at all horizontal 1rnnts (fig. 3) .
• HardiePanel vertical siding must be _Jomed o_n _stud.
• Double stud may be required to ma111tam minimum edge
nail ing distances.
Figure 1
sheathmg
keep na ,Is
315· min.
from panel
edges
Figu re 2
water-res1suve bamer
/ 2 4st\Jd
'
'
-
Batten Joint
water-resistive barrier
I
"H" Joint
water-resistive bamer
I 2x4st\Jd
Figure 3
water-res,slive
~ i.-barner
..-upper panel
water-resistive
., ...... barrier
_upper panel
Do not 1I4"gap
Caulk t
r' ~
I\ ....... z.ftashing t
Donel 1I4"gap
C~ulk i
r'
l\ ... z.nashing t
decorative
-band board
-1ower
panel
lower
-panel
CLEARANCES
Insta ll siding and trim products in
compl ia nce with local building code
requirements for clearance between
the bottom edge of the siding and
the adjacent fin ished grade.
Figure 5 stud
~"min.
Maintain a minimum 1 " gap
between gutter end caps and
siding & trim .
Maintain a minimum 2"
clearance between
Ja mes Hardies
products and paths ,
steps and driveways .
Figure 6
Maintain a minimum 2" clearance
between James Hardie products
and decking material.
Figure 7
siding
----deck matenal
joist
Do not bridge floors with HardiePar.el8 siding. Horizontal
joints should always be created between floors (fig. 1 OJ.
At the juncture of the roof and vertical
surfaces , flashing and counter/lashing
shall be insta lled per the roofing
manufacturer's instruc tions. Provide a
minimum 2" clearance between the
rooting and the bottom edge ot the
siding and trim.
Figure 8
KICKOUT FLASHING
Maintain a 1 /4"
clearance between
the bottom of James
Hardie products and
horizontal flashing .
Do not caulk gap.
Refer to fig. 3 on
page 1.
Because of the volume of water that can pour down a sloped
roof , one of the most critical flashing details occurs where a
roof intersects a sidewall. The roof must be flashed with step
flashing. Where the roof terminates, install a kickout to deflect
water away from the siding. It is best to install a selt-adhering Figure9 --~~--membrane on the wall before the subfascia and trim boards tr======= are nailed in place, and then come back to install the kickout.
siding
Figure 11, Kickout Flashing To prevent water from
L----dumping behind the siding and the end of the roof
\------inte rsection , install a "kickout" as required by IRC code
R905.2.8.3 : • ... flashing shall be a min. of 4" high and 4"
wide ." James Hardie re commends the kickout be angled
between 1 00° -110° to maximize water deflection
gutter and end cap
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized. or stainless steel. Electro-galvanized are
acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,
hot-dipp ed galvanized nails. James Hardie is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing James Hardie produ cts near
the ocean , large bodies of water or in very humid climates.
• Consult applicable product evaluation or listing for correct fastener type and placement to achieve
specific design wind loads .
• NOTE : Published wind loads may not be applicable to all areas where Local Building Codes have
specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable
compliance documentation.
• Drive fas teners perpendicular to siding and framing.
• Fastener heads should fit snug against siding (no air space). (fig. A)
• Do not over-drive nail heads or drive nails at an angle .
• If nail is countersunk , fill nail hole and add a nail. (fig. B)
• For wood framing , under driven nails should be hit flush to the plank. with a hammer (for steel
fram ing, remove and replace nail).
• NOTE : Whenever a structural member is present, HardieP lank should be fastened with even
spacing to the structural member. The tab les allowing direct to OSB orplywood should only be
used when traditional framing is not avai lable.
• Do not use aluminum fasteners, staples, or clipped head nails.
Snug Flush
CB~ ~ Countersunk ,
~ fill & add nail ® <l9
do not under oo NOT
Figure A Figure B drive nails STAPLE
PNEUMATIC FASTENING
James Hardie products can be hand nailed or fastened with a
pneumatic tool. Pneumatic fastening is highly recommended.
Set air pressure so that the fastener is driven snug with the
surface of the siding. A flush mount attachment on the
pneumatic tool is recommended . This will help control the
depth the nail is drive n. If setting the nail depth proves difficult,
choose a setting that under drives the nail. (Drive under driven
nai ls snug with a smooth faced hammer -Does not apply for
installation to steel framing).
HS1237-P2/3 11/12
(
/
--
JAMES HARDIE BUILD ING PR ODUCTS , INC .
1-888-542-7343
info@ja,~eshard,e coM
RO NALD I. OGAWA ASSOC IATES INC
5801 WARNER AVENUE , 11376
HUNT INGTON BEACH , CA 92649
71"4-292-2602
7 14-908-1815 FAX
PROJECT: RI0-2297-11
Tab le 6, Allowable Wind Speed (mp h) for HardlePanel Si ding (Analytlca l Method In ASCE 7-10 Chaprer 30 C&C Part 1 and Part J) •
2012 IBC, 2010 FBC 2012 IBC, 2010 FBC
Allowable, Uttim ale Al owable, Nom lna
Design Wnd, Speed, Jesign Wnd, Speed. v,.•. V ,. ...
(3-second gusl fTl)h) (3-second gust fTl)h)
Appl,ceble to melhods ApPlocablo 10 mell>Ods speei'ied lo [2012 IDC
2010 FBC ! ~tion spec:,ried in Exceotions 1
1609 1 I. as detemitne<I b lhrough 3 of 12012 IBC ,
[2012 IBC 2010 FBC; 2010 FBCJ Sect,o,,
16091 .1 Figur es 160\lA B. or C Coefficient• u•ed in Table 6 calculations ror\f.i,
'Mnd exoosure category Wnd exposure caleuory s.d"1a I<,
Producl Wdlh Faslener Faslaner Stud Bulfd,ng AJlowab!e
Product Thi«ness Frame Spacing Height' 7 Deoign
~nch es) B C D 8 C 0
(inch es) Type Spacing Type (inches) ([eel) Load
(PSF) ExpB ExpC E•pD Ka K. GC,
0 -15 186 168 153 144 130 118 ..<197 07 0.85 1 03 hs60 1 085 -1,4
20 186 164 1419 1441 127 116 -49 7 07 08 108 1 085 -1 4 ---.::.::: I:::--~ i--25 186 160 147 1<14 124 114 -<49.7 0,7 0.94 1.12 1 085 -14 -..... 30 186 157 1 ◄4 1« 12 1 112 -49 ,7 07 098 1.15 1 085 -1.
6d ZX4 'i5 182 154 142 '"' 120 110 --4117 073 1 01 118 1 085 -1.
Hardl aPanef~ 51 '6 48 6 wood 16 40'-178 152 141 138 118 109 -49.7 076 1.04 122 1 085 -14 common Hem -Fir 45 175 150 139 136 117 108 -49 .7 0785 1.065 1 245 1 085 -1 .4
50 ,.... 172 1 ◄9 138 13-4 115 107 -497 0 8 1 1,09 1 27 1 085 -14
I'--L-----' 55 170 147 137 132 114 106 -497 0 83 1 11 129 1 085 -1.4
L-----60 168 146 138 130 11 3 105 -49 7 085 1.13 131 1 085 -1 • ----100 139 124 118 108 96 90 .497 0~ < ?6 1 43 h>60 1 0 85 -18
0-15 233 212 192 181 16-4 149 -78 7 07 085 1 03 hS60 1 085 -14
20 233 206 188 181 159 148 .7 97 07 09 106 1 085 -1.4
25 233 201 185 181 156 143 -787 0.7 Os.I 1.1 2 1 085 -1 4
30 233 197 181 181 153 140 -78 7 07 096 116 1 085 -14
2)(4 35 229 194 179 17 7 151 139 -78 .7 073 1 o· 119 1 085 -14
HardiePanel® 5/16 48 6d 4 wood 16 40 224 192 177 174 148 137 -78 ,7 076 1,04 1 22 1 085 -14
common Hem-Fir 45 220 189 175 171 147 136 -78 7 0785 1065 1245 1 085 -1.-1
50 217 187 173 168 145 134 -787 081 1.09 1 27 1 085 -1 4
55 214 185 172 166 1 ◄4 133 -787 083 1.11 129 1 085 -1 .
60 212 184 171 164 142 132 -781 085 113 131 1 0 85 -1.4
100 175 155 H8 136 120 113 -787 0&9 1 26 1 43 h>GO 1 0 85 _, 8
0-15 147 134 121 114 103 94 -31.3 07 065 103 h<M 1 085 -1 4
20 147 130 119 114 101 92 -31 3 07 09 108 1 085 -1 4
-r---.
25 147 127 116 114 98 00 -31.3 07 0.94 1.12 1 085 -1.
~~ 30 147 124 114 114 96 89 -313 07 098 1.16 1 OBS -1 4
2X4 ~-1'4 123 113 112 95 87 -313 073 1 01 1.19 1 085 ., 4
Hard10Pan e l® 51'6 45 Gd 8 wood 24 40 1 141 121 112 109 94 85 -313 0 76 104 122 1 0 85 -1.
common Hem-Fir 45 139 119 110 108 92 86 -313 0785 1065 1.245 1 085 -14
50 137 118 100 108 81 85 -313 081 109 1.27 1 085 -14
.------55 135 117 !OB 105 91 84 -31 .3 0 83 111 129 1 085 -1 4
,__ ~-60 134 118 108 103 90 83 -313 065 1.13 1.31 1 085 -1 4
100 111 98 92 86 78 71 -313 ow 126 143 h>50 1 085 -1 B
0-15 1B2 165 150 14 1 128 116 -47 7 0.7 085 1.03 h<60 1 085 -1 4
20 182 160 146 141 124 113 --477 07 09 108 1 0 85 _, 4
25 162 157 144 141 121 11 1 -47 .7 07 094 1.12 1 085 -1 4
30 182 154 141 141 119 109 --477 07 096 ,.16 1 085 -1 4
35 178 151 139 13B 117 106 -477 013 1 01 119 1 085 _,.
2X4
6d 24 174 149 138 135 116 107 -47 7 0 78 I 04 1 22 1 085 -1 4
HardoePane f!> 51 8 48 4 wood 40 0785 1,065 1 245 1 085 -1 . common Hem-Fir 45 172 147 130 133 114 106 -47 ,7
189 140 135 13 1 113 105 ..<17 .7 oe· 1.09 1 27 1 085 _, 4
50
55 167 144 134 129 112 104 -47.7 083 1,11 129 1 085 ., 4
165 143 133 128 111 103 -47,7 085 1 ... ••1-• ·-1 085 -1 ◄
60
121 11 4 106 94 88 -477 Oll!I ,,ne .~. h>W ~ 0 85 .• 8
100 137 ,,,. \}'-' .,. --
GC,
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