CERT OF OCCU CO CHECKLIST
Permit: )q Ail l Address: '�n ,v \ � Date
lX, d `nVu") ���
Build ' Ele t • Plumb tg han'cal Site Lighting I gatic\n
<I !Ma \ 4 , 9 �a\ t/al 4 &\ _ > 411-9 al ,
Fire Lo Vo tage Gas Hood pavingLandscaping
`aI a �� Fire Alarm Fire Sprinkler FireqamaTat ENGN Final
Req Sat NOTES d '1
•
Outstanding /
Revisions Say
/
Outstanding /
Permits V
Tie-in/Form
Board Survey
Final Survey
Soil Treatment /
Certificate �/
Soil Density Rep I/ Piling Cert
Insulation /
Certificate �/
Elevation /�
Certificate "►` Approved By:
Threshold/ -y Reference Statues 553.791(11) & 533.79(7)(a)
Speclnsp Cert
Blower Door
Test It Required if application date is after 7/1/2017
Interim Fire
Rescue Fees
Public Art Fee IBJ/ 7
•
Zoning Final VO Approved By:
CO Approved By:
S:\Development\BUILDING\Intake Helpful Information\CO Checklist(New)\CO Checklist(NEW).doc(10/05, 1/06,3/06,8/08,12/08)
Lill
be, Ii
�� Cir ?
a '4 k A IA ' I : - NI'
s .cr
• se,4. � ,,�aiit N ' N M to li 1 1 Id
41
a .
1111
tnn
4)0 i 11141
el U
.1, # N i MI i Ittift 11
1
r1 o
4 eiEs . v t I “ 1-- i ' fillll 1 U-}
� � ki
? � � � IHA
11 11g� 1.
` g ��
a
3
• !hint a a i C ic a l l A n r 1 P
7 1H 3 -i0J fill" 1I
d ' F
7011\1;t8\
ti\ CITY OF BOYNTON BEACH
o` ��,�� ENGINEERING DEPARTMENT
'la/' DRAINAGE CERTIFICATE OF COMPLIANCE
PERMIT NUMBER 1 q—Z`k‘1
LEGAL DESCRIPTION:
Lot 1,Lanehart's Subdivision Replat No.!, according to the Plat thereof,as recorded in
Plat Book 126, Pages 14 and 15 of the Public Records of Palm Beach County, Florida.
Parcel Control No. 08-43-45-21-39-000-0010
Based upon filed review under my responsible charge and review of the final survey as required by the
Engineering Department, it is my professional opinion that the lot grading has been constructed in
substantial accordance with the approved drainage plat for the subdivision and/or drainage control points
referenced on the individual lot site plan or construction layout survey on file with the Engineering
Department
Foi2-
D. Engle
Professional's Name
et.' l•
5708
) (t S 7I ,r
Registration Number 5_"A ,
;
,.,
;..
April 14 2021
As of this Date • ; " ".'�. �:4i, tet
,
q IR
955 N.W. 17th Avenue, Suite K-1 °, "',
Delray Beach, Florida 33445 _
°64'r fi ' ,{VS)
t A
I � j.\ I
Addres$ �',-., `lhlllll 1 1 1 ? .
SEAL Yft, e4t `
-,,. �3 tib:T ,rryi
561-276-4501 h `
Phone t
/L/GEN . /, 'A9c2 1 -800-DILIGENT
MyDiligent.com
7ERMIIESERVICES CALL DILIGENT FOR State License JB228823
Building Together, Growing Together CONCRETE WASHOUT!
Notice of Preventative Treatment for Termites
(as required by Florida Building Code 2326.5 and Broward County Chapter FBC 105.2.2)
SERVICE ORDER NUMBER 193718 SERVICE DATE 05/07/2021 TIME 3:04pm WEATHER CONDIONS Clear
DEVELOPMENT NAME(PROJECT) CONTRACTOR'S NAME CONTACT PERSON
152 NW 11th Ave South Florida Shell Jarod
STRUCTURE ADDRESS(LOT/BLOCK) CITY,STATE,LP CODE COUNTY
152 NW 11th Ave Boynton Florida Palm Beach
CONTACT PHONE NUMBER NOTES
561.819.6070 • Final Termite Treatment and Certificate
TREATMENT TYPE/AREA
O FLOATING 0 MONOLITHIC 0 PATIO 0 GARAGE 0 DRIVEWAY 0 STEM WALL 0 ADDmON
0 CUTOUTS 0 FOOTERS 0 FRONT ENTRY 'EXTERIOR PERIMETER FOR RENEWAL O OTHER
TREATMENT TYPE
0 TAMP&TREAT 0 TREAT ONLY •FINAL 0 RETREAT 0 BORA CARE TREATMENT 0 TERMITE BAIT STATION
PRODUCT •
•DOMINION 0 ADONIS 2F 0 PREMISE 0 DEMON TC 0 TERMIDOR 0 BORACARE 0 OTHER
ACTIVE INGREDIENT imidadoprid
CONCENTRATION
••.......
.1
0.05% 0.06% • % 0.12% 025% O 'OTHER_ GALLONS APPLIED 80 • �NIITE SF N
•
SQUARE FOOTAGE1600 c�CP P O H ,..C ,
LINEAR FOOTAGE i� �T4 �0 a r s��,%r
SQUARE FOOTAGE VERIFIED • • •111 le ger .
OYES 0 NO O MEASURED OR VERIFIED PER PLANS i, r l Q •
r
408 READY CONDmONS MET e•
•`. 12 •
•YES 0NO DETAILS
SAFETY commons good conditions
As per 2328.5 FBC-0 soil chemical barrier method for termite prevention is used.Anal exterior treatment shall be completed prior to final building approval.
Certificate of Compliance:The building has received a complete treatment for the prevention al subterranean termites.Treatment is In accordance with rules and
laws established by the Florida Department of Agriculture and Consumer Services.(Per the Florida Building Code.)
If this notice Is for the final exterior treatment,initial and date this Ilne 05/07/2021 HC
(TERMITE MONITOR INSTALLED 0 YES 0 NO)
FINAL STICKER
0 ELECTRICAL PANEL 0 WATER HEATER OTHER
Payment imus: Customer's payment In full Is due at thne of Initial eat Customer agrees that a finance charge hi the amount of 18%per sora will
be assessed on all unpaid balances that we not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid
balance the following fees will be assessed I • • • but not limited to: coiecdon service fee,attorneyb fee,finance charges end no-sub dent funds
Payment fes. Customer wet be , r , -.... �ocgtod with say�y-y--pieceas.
05/07/2021 I
Date ��:,. pill::,- . �)
Date Customer(Properly Owner or Agent)
3500 NW Boca Raton Blvd. I Suite 714 1 Boca Raton, Florida 33431 I 1-800-DILIGENT I mydiligent.com
Professional Insulation
FTC Insulation Installation Certificate
To: Palm Beach County Date: March 1,2021
Re: Unit:
Address: 152 NW 11th Ave Project:
The undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS walls have been insulated with: Spray-on Cellulose
Thickness in Inches: - Fiberglass Blankets
Manufacturer: Fl Foil Rock Wool Blankets
Density: X Aluminum Foil
R-Value: R-4.1 Rigid Board
Polystyrene
Other
2. Ceilings(level)have been insulated with: Spray-on Cellulose
Thickness in inches: 9 1/2" X Fiberglass Batts
Manufacturer: Johns Manville Rock Wool Blankets
Density: Aluminum Foil
R-Value: R-30 Polyurethane
Open Cell SPF
Exterior Framing have been insulated with: Spray-on Cellulose
Thickness in inches: Fiberglass Blankets
Manufacturer: r Ignition Barrier
Density: Fiberglass Blown
R-Value: Cellulose Loose Fill
Open Cell SPF
3. Inacceessible ceiling area has been insulated with: Fiberglass Blankets
Thickness In inches: Fiberglass Loose Fill
Manufacturer: Rock Wool
Density: : Fiberglass Blown
R-Value: Cellulose Loose Fill
Open Cell SPF
4. Garage/House walls have been Insulated with: X Fiberglass Blankets
been insulated with: Rock Wool
Thickness in inches: 3 5/8" Polyurethane
Manufacturer: Johns Manville Spray-on Cellulose
Density: Open Cell SPF
R-Value: R-13
5. The following have been insulated:
•`, ,..gy' n,,,,,,,
HABITAT FOR HUMANITY
, *.3.11
General Contract/Builder : - sows
. •%
o
SEAL is:
:Q• 2003 • o
CGC1527092 S q.• • 4;
Competency# •.,�IL•4Ofld�•fiJ�
Professional Insulation ,'e, ,,OA,;``,
Insulation Contractor
BY V By:
0g i
iv Crov
H Oxnm. npwp mmm �}y p0 Emnom (ITO& 00Fy,pM<Hbb »H Hv° morvo b' mom
010
0 O mr lb wwo m p 0--3--3 H OnOnnn mo < 6Camp .,'voYn'%Y'%YC o. N ra✓.rt- m0 nng0 O.0000„ 09m
mm m {GGA mm rZ me - n nn non .nm7 C - fr Zz�•< H-OZ In mrlg a
m ,M m W A OHM 00 0000 lCEftnnnnmnnpw E <4Z IF m H m2
m M• 02M l0 (yn�0(�n�0M n rt n� a&a0•MO O rrrn Ortr0 HOW C m 7 m 0 mow
im O im HOmn 010 m pao nN 0H ngm Cyn ami OHOHH n n n 0 `< n 0'w0 0 00H UM 7 9 0 0 nOO H H� 0 n MH 0 m-y]N
7 yC3gC no
O yZyNO RJ vHM l((v��i lv9m�pJ Ipm 3F W rygO 31-432i. m .. ..'< a� O artm m a1g01 b O .. .. O a
r0bH V r20 0 Y 2tn C gig .. mm Egg •. 0100 I N OH Om� Y
[y'y 0-3 rt n H2onp m - H.- pnOOZ
ZIgoea om ��NH N n 0 n .. .. m .. 0�z< 0 U I(0 m
m\w V m MO f>Z z maO2 m b2 00 r NV N2 Y 0
00M 0 Coq° Y K1000 mHNroM 2 19 IM
• 00 H -1 mmm mai 111999\2\vE % NOW{m{�11H m
14,1 m H r MW Hi-.01--.X m Y b S
ow, H HYy Oma myarWOry 19 to (]
,IN O m V 0 n 1 b O N> m b\M\<< q • W 2 b
Ivo 00 {{rrl1aS 3 o-N N1<2 n m y
na 2H 0 oyvyo00 2 m 2 1-1
n m mC MY0 OOommo Frt 0 Om r
M m S 20O S K w o2 w
0
2 m ) r W 0 41
an c
1....-.1-.1-. 0 C93 OM m "'.•<H
OLL-i m ���iiii K m w
✓ bb K O0
n m Y n Y
< n 0
ro o n v
n m to 10H
Y H
m -m Y
O ro W 000
a
n to n a rt
T M O ro 1M%( N W.01...
0 MO
Elm 0rym O N 00,0
Onny 03 0 m YYH
anti HH- 01 v 00
On'???A111 von m m oO0
HHS m on
E m m
00 0 N ry
aromDIDIa mnm
XXX JO3
9
0 0 0 1 DIV
0 0 0 m 9 m
.0 .-, ro
3 b..
ow - 0 2
N
w o Y •
O
ODO 3 0
% H
O
m
9
0
0
n
0
0
0'
1-
0 m
rt
0
•
ro
m
WI
m
•
._
.
O 00000000000000000000 0 o 0 0 M C ro ro
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rt OMM
P O P O P O P O P O P O P O 010010P00‘00•00•00100100,O P O P O P O P O P O P O P O P O P O N MOM
P P P J J P N N J .3 P P J J J J J P P P P 01 -J J J \ N b'0
A o W o W o A o A o m O J o J o P o N o N o 0 o P o P o N o A o A o P o N o N o N O J O P o N O J O W y N C
N O m o N o W 0 0 0 Y 0 0 0 0 0 0 0 0 0 W o m O b 0 0 0 0 0 m 0 0 0 Y 0 0 O m O m 0 0 0 0 0 0 0 N O ILII H Ol ry
W o o o j o b O J O N o a 0 0 0 0 0 N O N O b O A 0 0 0 N O O 0 J o A O A O b O b o W O 0 0 N O N O Y9 a 0Th
H NJ N m b CO A P J J W b N P N N W b P H 0 C.
aMMMCMb0NVNOV4Vb'0m3A3J3YrNH0HmHNmJmmmAoumwcJm000OP0 Rb�pp 02
M '0 m r r r r r n 0 0 6 0 O 0 r r r r r r r 0 '0 '0 W m 4.4
main
N.'yy\N
AH
o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D'\ M b m
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n -,
N H
BH
. N
A A A A A P P m W A a A N W V V W Lo La J J H
A A A b b A N Y b b N A 0 0 0 b b A A A A Y b b b n 0
b J P 0 b 0 0 0 b b 0 0 b b b b b 0 0 0 0 0 b b 0 O m
O 0 0 b b 0 0 0 b b 0 0 b b b b b 0 0 0 0 0 b b 0 0 '
O• 0 0 '0 0 M 0 M 3n 0 3 0 H m m m m m m m O O 0✓' Cl N
O 0
"' "' 0 m a m S n n n n n n n HZ z o a o
M H .3 NIINN 9 g NNW m A 0 .11 7 Y
HZ H II II 'n ,M XZ In HO 8 ZqH yyH O O .H{ .H HH Zy yH 0 0 00 0 0 0 n MM rt
O b �+ S= S [' t' S 0 0 0 2 C [' 2 x x x A .I yin Y i
O 0 H G H HHH yqH O r t' [["
0
m 0 Za C- C C O
0
50
VON
0 roryro
I-.I' Y
0 0
non
PM n
na
0
CPO O n O O
0 0 0
000m mono ° ° O O O O 0 O 0 0 0 0 0 0 0 H
' O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b Y 0
O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' M,(]
H Y Y N Y Y Y Y N Y W N N Y A W N Y N N 000
o ry Y-
1 O
OM.2
N ry
y a
3 3 0 0 0 y a r 3 3 o E 0 0 r O r m n n C 3 C C a J II V
0 N
O 0 0 0 0 g r r 0 n 3o x 0 or .0 r 3
n
0
. Cl OH
o '00
O 0
ry tow
M
Z
0 H
{Cvp�y 0
O
H
NH A A 10 b b A a N N N A A AA N N N N b A A N
\ \ \ 0 0 \ 0 0 \ \ \ \ 0 \ \ 0 0 \ H H H H \ \ \
O 0 0 0 0 N 0 0 N N H H 0 N N 0 0 N H H H H N N H F' H
N 0 0 CO N N NO b b J P J J b J b P N CO J J CO b J N Ip 0
\ N N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DI
N N 0 N 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 N
O O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fl 0
N N 0 N H 0 N N N H N N H H H N N 0 10 0 0 0 10 10 H R 0
000 Y Y O O O Y (Y] O O Y Y (Y� Y Y O O O (O� O Y (Y]� Y Ap n
''0 'b0 o b a ''0 'V0 ''00 s Y m 'b0 'b0 a a 'b0 a a a a b '0 ''00 Y 'r0 R 0
F
H DI
In n
O 0
4
N
Y
10 r H A A N b b N A N N m 01 A A A N M N N b A A N H
O M 10 0 0 N 0 0 0 N Y Y 0 0 M 0 0 N Y Y Y Y M N H m
N 0 0 b P A NO b H m m J J H Cl 1O 0' c 0 J J CO b P N
N N N N N N N N N 10 N N N N N N N 10 N N N N N N 10
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rt.. N 0000N
0 0 A
0 0 0 Y Y 0 0 0 H HOOP Y H H Y 0 0 0 0 0 H H H
M
0
0
N
o 0 0 0 0 0 0 0 0 0 o O a o O o O o O o 0 0 0 o N C a t
O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 o 0 n 0 1 1
0000momomomomomomomomomomomomomomomomom000momomo ry 000
J J J J m m m m m m m m m m m m m (0 N m N m N N \ N '1(0 0
000,0010(0OJ000motoW oNOAOWOWOWONOm0000000JOJOJOJOJO is. n '10
wot000m0(0ONONONOmOHOmoaoNOm0NoWoWoaoaowwo4omoA0m0„ Om 1 1-124n9o Y o O O N o A o A o W o N o w o W ONO W 0 m 0 W o J O W o m O Y O w 0 0 0 N o(0O A o W o Y9 \ 0 9 0
m A 0 -4 to 0 N H b .4 0 H N m CO 0 m 0 (0 m N 0
W W N lW m WNW A m Y m m m A m N m N m A m J m m m m m N m J m V m m m m m m m N m m m J W N m rT m 02
✓ v v v v v v v v v v v v v v v v v v 0 10 10 10 t HT '0 K H
ti m r.
O
N \
O O 0 0 O O O O O O O O O O O O 0 O O 0 O 0 O O P '0 Hy
o o 0 0 0 o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 n t'\m
„ OH H
.0 1,0
MO H
C N
H H H Y H H Y HIM,Y H H H H Y Y Y Y H MD.
to (0 (0 (0 J J .4 m in A A A A A A W W H H 0 0 0 0 0 n 0
to N N N 01 A 0 0 0 J -4 W W 0 0 A 0 H 0 A W M N H 0 m
b N 0 0 0 0 0 00 0 N (0 0 0 0 0 00 0 0 0 0 [90 0,O 'I 0 0
W tOMMOHM
EVMW9NEV '120 (0 , , mn CI DD W
C
0 0 OM 00
r O Hz Z$q ty4 tt�Z' '�L S � �Hzyj ��zHyy O O C Zr m 3 3 H M rin
L m
UM
CC [ t' Y Sq2 E NMID 0. D3OH IC E E ryN �Omq m m pmt H nn E '1 m y0 A m 6
Zq� 8 ?<1 (N� O tyJ f1 Sp\ Sp\ ya Y yY t' r K 3 ;Oyu 71 0 R 0m
[' A M M A 2 E 0 A T x S 2 m in
cm CO n
OH1 N m E H C C O n 0 H 3 m '0 '0
y 0,rw x x n O]
< < (00 K K 0
9
On •
m m
H H
O 10
HOH
1.-mi...
non
O M
DI an
W. I..-
O DIC
. MOno
000
I-.-
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H H H H
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O MSO0
H N Y H H H N H N N Y Y Y H Y Y N H H 000
0
R
1 W
R 0vK
a NM
3 3 3 m 3 3 3 3 4 3 3 3 3 3 4 3 3 O O M O O 0 pH J 11
n
op [' O O O O 4 O O O O O O O O m C 1 0 H 0
n o x
n to
n M
0
1
In
M`
2
N
0
0
H WWWWW H Y Y H H Y H
\ A A A H N N N N N N H H H H N N (0 10 W (0 (0 (0 m
--.. "... \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
OIONNHLOW 0 OH H la Y N N N N N Y W HH H
J (0 (0 J in W CO m m N J 10 J to m m m CO m W J J N m m 0
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ to
N N toN N N N N N N N N N N N N N N N to N we.N 6
O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NNAINNNIJNNN AINNNNN DINNIONIONN fl n
Y H Y Y H O O O O O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 n
09 a pa a > a a a 0 a 0 9 0 a a a a a a a 0 9 p 0
9 v v a v v v vv v9 v9 v 9 v v v '0 v in v to in p0
C 7
W
H to
O 0
m 0
P 4
R
Y H W 1
N al-mow N NN W W NNm HoIo0 0 H
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ R
O N W W N W H 0 0 W N N N N M W W H H 0
.4 Cl N Y 0 Cl m (0 J 10 J (0 m m m 0 mH J J m 0
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Oa
N 1 N N N N N N N N N N N N N N N N N N N N N Al
N N N N o N N toO N N N O u N N N o N N N N N NM0000
1-• H 0 0 0 0 0 0 0 0 0 0 0 0 0 o W o 0 0 0 m
to
0
N
m
N
N.
Nuttinu ,7_,,,,7
�J_ Jc ,. / MOISTURE - DENSITY
�� �19u11���r$ RELATIONSHIP REPORT
orrronaa Incl esoonsneo rvor
ron.,P oi.nr.oma.com,nu,�.nr
PROJECT No,Boynton-8410
TO CLIENT Habitat for Humanity .
Habitat for Humanity . C.c.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33483
PROJECT Proposed Residence 152 NW 11th Avenue
Boynton Beach, FL
CONTRACTOR
PROCTOR No 1 DATE TESTEDFeb 27 , 2020 DATERECEIVEDFeb 24 , 2020 DATE SAMPLEDFeb 24, 2020
INSITUMOISTURE N/A % COMPACTION STANDARD Modified Proctor,
SAMPLED BY A. Bosch ASTM D1557
TESTEDBY M. Gerner COMPACTION PROCEDURE C: 6" Mold,
SUPPLIER On-site Material Passing 3/4"
SOURCE On-site Material RAMMER TYPE Automatic
MATERIAL IDENTIFICATION PREPARATION Moist
MAJOR COMPONENT Gray Sand OVERSIZE CORRECTION METHOD None
SIZE D-1557 RETAINED3/4"SCREEN
DESCRIPTION S1 Trace Rock Frags OVERSIZE SPECIFIC GRAVITY
ROCK TYPE Limestone TOTAL NUMBER OF TRIALS 4
110.0 - TRIAL WET DRY MOISTURE
- NUMBER DENSITY DENSITY CONTENT
- (Ib/ft3) (Ib/ft3) (%)
107.5 1 112 . 9 104 . 7 7 . 8
_
t _ 3
-.-----‘).---r--------
4 2 115. 7 105 . 4 9. 7
105.0 _,..r
- 3 118 . 1 106. 1 11. 3
Z 102.5 - - 4 119 . 1 105 . 4 13. 0
W -_
13
K 100.0 -
C -
� � . i•MAXIMUM� nOPT(IyIUM
97.5 fick 6 � �tDRMHI ^„i,glSTt?RE ;; _
T- I I 1 1 1 1 1 1 1 1 1111 11111111 ! if. ^' 4svt`:.r -v.,, I'•S4�). ;� •.W
8 9 10 11 12 13 CALCULTEDGj� 5, ' ��y! � ro
MOISTURE CONTENT (%1 OVERSIZE CORK at'S •\,'a1 r
COMMENTS lar ,% k m 'p,G.rs4 1i
y at #!
.- „:q'a s;irk,°117,,•.ry�•�..:4
r Nutting Engineers of Florida, Inc. r,rc.rr '1;R 6a 'CY�r35si;Ty f sow.?;Page 1 of 1 Mar 03 2020 y.. . r
-- . .,,.. ..�..:s.:s�en',u,.so ;a _ ,request.
Reporting of these test results constitutes a testing service only_ Engineering interpretation or evalualloR`bf`tesf+iesults gg �It>ean�1
ONutting FIELD DENSITY
S
alFlobe,sa:IEsnblibf196r
Your Project is Our Commitment
PROJECT NO,Boynton-8410
TO CLIENT Habitat for Humanity
Habitat for Humanity . C.C.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33483
PROJECT Proposed Residence LOCATION 152 NW 11th Avenue
Boynton Beach, FL
REPORT NO. 1 NO.OF DENSITIES 3 TESTEDBYA. Bosch DATETESTEDFeb 24, 2020
CONTRACTOR See Supporting Lab Testing
AREA Proof Roll of Building Pad Reports for Detailed Material
CONSTRUCTION TYPE (0-12" ) Descriptions
DENSITY LaboratoryMOISTURE DRY DENSITY
LOCATION COMPACTION
NUMBER Soil Identifier FIELD LAB FIELD LAB
1 NW Area Cray Sand 6.5 11.5 107.4 106.0 101
S1 Trace Rock Frays
2 Center Area Gray Sand 5.3 11.5 105.2 106.0 99
Si Trace Rock Nags
3 SE Area Gray Sanc 4 .9 11.5 103.9 106.0 98 -
S1 Trace Rock Frags
FIELD METHOD Nuclear ASTM D6938 • re sae l „G _`f14fid a ,.
LABORATORY METHOD Modified Proctor ASTM D1557 .a<',.1i ' .pi' e1"`0z` �e ,.
,11
COMMENTS I M1 v d1 = � .,^,y ' s '� �'? i..
P_.14 t tom' j:,,.:.r� fli , i =^'{W 4II ..�,
11IAALL. ,,,,,0. s ;ly i `•i f w
Page 1 of 1 Mar 03, 2020 ' :
�ENutting MOISTURE - DENSITY
Engineers RELATIONSHIP REPORT
!paining!!ivo,
Thurvropals ourCommirmmr
- PROJECT NO.Boynton-8410
TO — CLIENT Habitat for Humanity .
Habitat for Humanity . c.c.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33483
PROJECT Proposed Residence 152 NW 11th Avenue
Boynton Beach, FL
CONTRACTOR
PROCTOR NO. 2 DATE TESTELNar 20, 2020 DATE RECEIVEcMar 16, 2020 DATE SAMPLEDMar 16, 2020
INSITUMOISTURE N/A °k COMPACTION STANDARD Modified Proctor,
SAMPLED BY M. Langevin ASTM D1557
TESTED BY M. Gerner COMPACTION PROCEDURE C: 6" Mold,
SUPPLIER Imported Fill Passing 3/4"
SOURCE No Supplier Sources RAMMER TYPE Automatic
MATERIAL IDENTIFICATION PREPARATION Moist
MAJOR COMPONENT Dark Brown Sand OVERSIZE CORRECTION METHOD None
SIZE D-1557 RETAINED 3/4"SCREEN %
DESCRIPTION S1 Trace Rock Frags OVERSIZE SPECIFIC GRAVITY
ROCK TYPE Limestone TOTAL NUMBER OF TRIALS 4
115.0 - TRIAL WET DRY MOISTURE
- NUMBER DENSITY DENSITY CONTENT
(Ib/ft3) (Ib/ft3) (%)
112.5 _ 1 118 . 6 109. 1 8 . 6
r� -
$ 3 2 121 . 2 109 . 6 10 . 6
110.04
3 123 . 7 109. 9 12 . 5
N 107.5 •
Z - 4 124 . 9 109 . 0 14 . 6
W _
} 105.0 _
IC -
0 -
102.5 7 -- -
1/4141 IMOMi;OBTIMUM:
100.0 1 1 1 1 1 1 1 1 1 / 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 R`'' '*' \\� �b?�•' a (g�IC �if � .y
e
8 9 10 11 12 13 14 a-.`` irp 0 4`]'2 ?,,e;?''"y
CALCULATED 'r..,ic� ,.2-4: y-is , % e :.3;
MOISTURE CONTENT f%1 OVERSIZECORREC't "1L,A, � ;_� ''it
.,' Sltrp;, n..
COMMENTS "t: .. `. "
t t r, -1.7'1/4•1"4.2)X4%Zr
Ai
Page 1 of 1 Mar 20 2020 • `" c •,,pp??'G" '`
g Nutting Engineers of Florida, Inc. :..Rlchar 1:io55I, P.E:k42r is .`
Reporting of these test results constitutes a testing service only. Engineering interpretation or evaluation of test re;tilt$�s•{3Tqutded ahly oq written regdest;:rt
. y``4,y hy yz„"b �tth`3.cs �`'.�. ,.�i�{,1i�t .W.o '
y- t., +'r,\YYJyiMF 41 �SI'�Y'4.
.. t:s.> ,, _. ...,, ��.,�',s�a� ami
Nutting FIELD DENSITY
E Engineers REPORT
J^ ' of Ralik ac.I Este:gined 1167
Your Project Is Our Commitment
PROJECT NO.Boynton-8410
To — CLIENT Habitat for Humanity •
Habitat for Humanity • c.c.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33483
PROJECT Proposed Residence LOCATION 152 NW 11th Avenue
Boynton Beach, FL
REPORT NO, 2 NO.OF DENSITIES 3 TESTED BYM. Langevin DATETESTEDMar 16, 2020
CONTRACTOR See Supporting Lab Testing
AREA Pad Top Lift Reports for Detailed Material
CONSTRUCTION TYPE (0-12" ) Descriptions
DENSITY Laboratory MOISTURE DRY DENSITY
NUMBER LOCATION SoilIdratoryr COMPACTION
FELD LAB FIELD LAB
4 Se Area Gray sand 4.3 11.5 106.8 106.0 101
Si Trace Rock Frags
5 center Area Dark Brown sand 4.9 12.5 109.9 110.0 100
Si Trace Rock Frags
6 NW Area Dark Brown Sand 4. 6 12.5 111.3 110.0 101
Si Trace Rock Frags
L. }461 11 e1 tYr5 fy i 9
M.
FIELD METHOD Nuclear ASTM D6938 `°,,r�ti;�:; .1.17AE<�IL DattiPA0610N 8'�x• !i<-t s
LABORATORY METHOD Modified Proctor ASTM D1557 tt �e�'`:�;. T4E5J,d1Y� a ?1 *';
COMMENTS l� 401'41 ;y
rY.0 k w (� r r .t7 e t tY0 .
Page 1 of 1 Mar 20, 2020 i ✓ � a i, ,
Nulling Engineers of Florida,Inc
Theseis test results only represent compaction measured at the location reported to a maximum depth of 12 Inches balowiha surface to •�, �rrr'� rU'9�rtr�hp `',4,4'.tyy,
This report does not reflect beating capacity or deeper soli conditions. VI v c:; A `Y y, ? G
This report shall not ba reproduced except In full or relied upon without prior written approval of Nutting Engineers of riodda,Inc., t l� ., ?'{` .� ..b, _
����d-•�S•ihf� ,'
Palm Beach (661) 736-4900*Broward(954)941-8700*Miami Dade(305) 824-0060*Port
.t1fT.�r�vhk.i, r. 7-% . .
Vi! t,9rs
FIELD DENSITY
11I ) REPORT
alHvidt.hc Irsta54Shai 1%?
Your Project is Our Commitment
PROJECT NO.Boynton-8410
TO — CLIENT Habitat for Humanity
Habitat for Humanity . c.C.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33483
PROJECT Proposed Residence LOCATION 152 NW 11th Avenue
Boynton Beach, FL •
REPORT NO. 3 NO. OF DENSITIES 1 TESTED BY M. L.angevin DATE TESTEDMa r 19, 2020
CONTRACTOR •
See Supporting Lab Testing
AREA Building Pad - Top Lift Reports for Detailed Material
CONSTRUCTION TYPE (0–12 rr) Descriptions
DENSITY Laborato MOISTURE DRY DENSITY
NUMBER LOCATION SoilIdratorer • COMPACTION
FIELD LAB FIELD LAB %
7 South area Dark Brown Sand 4.5 12.5 110.2 110.0 100
Si Trace Rock Frags
t fi ,„ Xiit t-HueyZI'�7
FIELD METHOD Nuclear ASTM D6938 _ i H %�Y0917; a��rA _. -ex-rr}r
SPStF1 �UP,A¢TIOIr4/i btif&Mr
LABORATORY METHOD Modified Proctor ASTM D1557 • ,', � ��� �
ti°'a'' S`IrIES:l s
COMMENTS 3c.r �rh ' t� \.S L'Cq .'E�``° ep +Y.JJ i k
Page 1 of 1 Mar 31,2020 `v _'71' gg' "=�
Nutting Engineers of Florida, Inc. .PER ` O,jd?.,fy?vtif. _ .4 i r
3`L f$t-y V/S•, .iet..i F.r J. _ t'4.;.A itj
'These test results only represent compaction measured at Me location reported to a maximum depth of 12 Inches below the surface teSled:_-C'44. �+�. ,,n//��,,..���� eenno `^ti i�
This report does not reflect bearing capacity or deeper soli conditions. y-y.'"r. ^J'�. Yl]eaV$.��. yt,J :h�-'s
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Florida Inc '�✓ ♦ s, ������JJJJJJ ��(4TD+II
& 3 .!4.1,7 lob � 1-4L-�gt b .4V
Palm Beach (561) 736.4900 * Broward(954) 941.8700*Miami Dade(305)824 0d6OzPoctn i4;hg 7A,UP4.9 pati. hli
.,q1;`.`?'s`3 'r_ • Js T�.rEsrtf s
-7'''''' ...1g-';
•
1iaRENutting FIELD DENSITY
Engineers
PORT
orFNids.Mc I Fsrehavhetl r%I
Your Project is Our Commitment
PROJECT NO.Boynton-8910
TOCLIENT Habitat for Humanity
Habitat for Humanity C.C.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33983
PROJECT Proposed Residence LOCATION 152 NW 11th Avenue
Boynton Beach, FL
REPORT NO, 4 NO. OF DENSITIES 4 TESTED BY J. Rodriguez DATE TESTEDSep 19 , 2020
CONTRACTOR See Supporting Lab Testing
AREA Slab On Grade Reports for Detailed Material •
CONSTRUCTION TYPE (0-12" ) Descriptions
MOISTURE DRY DENSITY
DENSITY LOCATION Laboratory COMPACTION
NUMBER Soil Identifier FIELD LAB
FIELD LAB
8 NE Area, Slab Dark Brown Sand 9.8 12.5 109.9 110.0 100 '
Sl Trace Rock Frags
9 SW Area, Slab Dark Brown Sand 9.1 12.5 110. 9 110.0 101
Si Trace Rock Frags
10 East Footing Dark Brown Sand 10.1 12.5 110.3 110.0 100
Si Trace Rock Frags
11 West Footing Dark Brown Sand 9.9 12.5 110.1 110.0 100
Si Trace Rock Frags
l\Te''.i II I IiirCt `M
FIELD METHOD Nuclear ASTM D6938 y . F `�� �` v Rr iryi � ` 5
LABORATORY METHOD Modified Proctor ASTM D1557 r'r'r 'T;T:s'C • �- �� ; 4r',}'t„ytj ?ys�
44•,%` <• •t '..- '•N55kINaTD E`k�Yb �- `.
COMMENTS rr� a.,,f. N , t•r i.)1 9 •' '.
f
Page 1 of 1 Sep 15, 2020 L ii £Cr/Wit
Nutting Engineers of Florida, Inc ,P.ER: t , '� / L. a
These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the swift • i �.' ,, ,a �p� 69,;
This report does not reflect bearing capacity or deeper soli conditions. tt,vr d�� -� ;? t`'♦ �'Y
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Ronda JriC'i r 2,ta.0.j e Q i,-.4. :f46ry
Palm Beach (561) 736-9900 Broward (954) 9418700 Miami Dade (305)824-09•I'_Vd�#4E11,;uctg ._ ; ,P4W-g lc nyktil
1 -800-DILIGENT
D/L/SEN .. , MyDiligent.com
TERMITE SERVICES CALL DILIGENT FOR State License JB228623
CONCRETE WASHOUT!
Building together, Growing Together ♦ e
Notice of Preventative Treatment for Termites
(as required by Florida Building Code 2326.5 and Broward/ County
'Chapter FBC 105.2,2)
SERVICE ORDER NUMBER l/27q� {J
SERVICE DATE_Q �ORME /L .a
30
WEATHER CONDITIONS(214 7.-
'EVE •PMENT NA .c, PROJECT) ACTOR' ME r CONT) RSON
r/v w �`: I ,e�
S U DDRE S(LOT/BLOCK) STATE,Z r•'E Cptttfl
If# ��
r Iq,4 c 3 q55
MAC P E NUMBER COTES
T� ENT EMBER
O FLOATING /d17 NOLITHIC U PATIO U GARAGE LI DRIVEWAY U STEM WALL U ADDITION
U CUTOUTS U FOOTERS 0 FRONT ENTRY U EXTERIOR PERIMETER FOR RENEWAL 0 OTHER
TREATMENT TYPE
O TAMP&TREAT fgEAT ONLY U FINAL 0 RETREAT 0 BORA CARE TREATMENT U TERMITE BAIT STATION
P
OMIGR U ADBtal7 /j DEMON TC U TERMIDOR .9 BORACARE LI OTHER
ACTIVE INGREDIENT
CONCENTRATION
U.OS% U.O6% X°. /o U.12% U.25% 0 OTHER— GALLONS APPLIED ••
„ •
Fa4tTESFR
SQUARE FOOTAGE / ar0 LINEAR FOOTAGE ;��•o P90 9 A•, _Se ,`
r r t i ' r
i��.� `
SQUARE FOOTAGE VERIFIED �, bti r
- 5 U NO 0 MEASURED OR VERIFIED PER PLANS l' Ot •
`, �`, O R( %
•
�JOB�READY CONDITIONS MET p ����q/�///T �•,
SSA ES 0Nf/C/-�rte/ --_-
SAFETY CONDITIONS
As per 2326.5 FBC-If soil chemical barrier method for termite prevention is used.Final exterior treatment shall be completed prior to final building approval.
Certificate of Compliance:The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and
laws established by the Florida Department of Agriculture and Consumer Services.(Per the Florida Building Code.)
If this notice is for the final exterior treatment,initial and date this line (TERMITE MONITOR INSTALLED 0 YES U NO)
FINAL STICKER
U ELECTRICAL PANEL 0 WATER HEATER OTHER
Payment Terms: Customers payment in lull is dd e of initial servic= Cu •mer agrees that a finance charge in the amount of 18%per annum will
be assessed on all unpaid balances that are no ted by the • ,I . e event>.-. lection process becomes necessary to recover an unpaid
balance the f (lowing f es will be assesses ' c •ing but lection c, fee,attorneys fee,finance charges and non-sufficient funds
payrp a/Oslo 7 responsl•a .• •a i /` oir ollection process.
i /1 /iil' �
Date ••licator(Dili!' Services
Date Customer(Property Owner or Agent)
Corporate 3500 NW Boca Raton Blvd. I Suite 714 i Boca Raton, Florida 33431 I 1-800-DILIGENT I mydiligent.com
5r
01.= iii 121- 9
isaiketi c,
frj4t °ea
N \ 74 Envelope Leakage Test Report •
a. d ' .4 (Blower Door Test) Li _ ,
A . :
• .
R402.4.1.2 Compliance •c- ":k
--4-noN i
ORI
IPermit#: kg api;vozytri
,-o6:informatipn. .... . _ .-e, . , ‘ .. ., , . .... .
,
7 ";??.;177- . • - ...; 3 •
Builder: Higirivr*RuAlAa Community: Lot: * to a
Address: /5-2, A/1/11 // hu-A118— Unit:
City Opri,A) tit- State: FL Zip:
• . -,
., ,0-• : a- , -‘• ;•",._.4- ...: '.. : 6- ii"- 2;•2(;,i 1.4: . .i '-‘a • 1 ;: - " • • . : ,;,;‘,.
Air Leakige;tesi iteliiIts -Passing resUlteliuSt elerfACH(50)9r ' % i -•,(1.1-1,-. - 'Pr; -,•' : -••• -•••
.crf' :,,,,,fe • - ! ,..,:yi , „,..,,!,_, ,, .:,,. ... i
ipTifiC
60 /), 3Z/ .Pr3,7
x = 0 Re-trielie_efirbm arcpitett„.6.ral plans
•----,. ,
CFM(50) Building Volume ACH(50)
ICS‘t6ife foftiftere calcUlated
1-4ASS riFAILL 0,9eldrnRasured.and calCUlated
When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department.
teiti:: -,- :3 •C.-;.2 (1F-',..",;`,k•-,' .2:;,.-‘ ---i-i,.. Hie.,4-,-:',,: r- `c .-• f!•,,E) i,,- -: ?k: c-,i , -.:: ' '0:-:,- " ..;,; 0 '•i,:'-isirlfr• ri.c=ii.7-1.(4 ;Ci,":' 't"A
ficatiOnof Test Reiolts -;4-, ',.:-.., !- • -• sir?, ; ,3.1,. .;Iic....:: ;---141V,1,;-11.titt.„,------4, • - .--, . c7-. .-.
R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a
blower door at a pressure or 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section
553.993(5)or(7), ES.or individuals licensed as set forth in Section 489.105(3Xft(g),or(i)or an approved third party.A written report
of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed
at any time after creation of all penetrations of the building thermal envelope.
Testing Compaot, - s,'.i ; ). -is 5 tt.t.<t10-• '5,. ,. - ) - . ..\_, t , , ,e-
cf. n ,=.1/,'0.-)r: ,' r 0 '
Company Name: J4/0*PAW- riPMAlaaW4 Phone: 57,/- t117-/PD70
I hereby verify that the above Air Leakage results are In accordance with the 5th Edition Florida Building Code Energy Conservation
requirements Section R402.4.1.2,Climate Zone 1 and 2.
Date of Test: ifitP/Zi
Signature of Tester: ..„... ... .----- ,ds
Printed Name of Tester: Sitmvs e44114,s
License/Certification#: 5P/Prip1 Issuing Authority: 'tilt
* Attach Copy of Certificate