CERT OF OCCU /9-0.21/Ks'
/• Nutting MOISTURE - DENSITY
E Engineers RELATIONSHIP REPORT
or rmnca mclrsvcn.
r'm,.Project 6 on,commitment
PROJECT NO.Boynton-8912
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 148 NW 11th Avenue
Boynton Beach, FL
CONTRACTOR
PROCTOR NO. 1 DATE TESTEDFeb 27 , 2020 DATERECEIVEDFeb 29 , 2020 DATE SAMPLEDFeb 24 , 2020
INSITU MOISTURE N/A % COMPACTION STANDARD Modified Proctor,
SAMPLED BY A. Bosch ASTM D1557
TESTED BY 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 RETAINED 3/4"SCREEN
DESCRIPTION S1 Trace Rock Frags OVERSIZESPECIFICGRAVITY
ROCK TYPE Limestone & a lot of TOTAL NUMBER OF TRIALS 9
110.0
– TRIAL WET DRY MOISTURE
– NUMBER DENSITY DENSITY CONTENT
_ (Ib/ft3) (Ib/ft3) (%)
107.5
.� - 1 110 . 4 103 . 9 6. 8
r" -
105.0 3 2 112 . 6 103 . 9 8 . 4
2
_. , 3 115 . 7 104 . 9 10 . 2
vu 102.5
z - 4 116 . 1 103 . 7 12 . 0
W _
0 100.0
o -_
97.5 _
MAXIMUM OPTIMUM
_ DRY MOISTURE
DENSITY CONTENT
95.0 T 1 1 1 1 1 1 1 1 1 Mt I I 1 1 1 1 1 1 1 1 I .. _ (Ib/ft3) (%)
7 8 9 10 11 12 CALCULATED-' �, :' -,10.0 5`Ilse-,_1,a":•5.__
e OVERSIZE CORREbT..y "*Fit.--;,, _ o...
, ; / y .
MOISTURE CONTENT (to) ''t`.�,,�,� •,a.: .
COMMENTS
Page 1 of 1 Mar 03 2020 -_.
r Nutting Engineers of Florida, Inc. eleiltrcildr_d Oi:1Qss%,1142889
Reporting of these test results constitutes a testing service only. Engineering interpretation or evalualioilofrte�Stt;Ce roved` y�n;Vrfigen request
_-: aY+.., u'i�((`i�`j�k. � _:.si 'tTu3_ w;:'y
• Nutting FIELD DENSITY
E Engineers REPORT
d ft Is Our Commitment
Your Project Is Our Commltneni
PROJECT NO,Boynton-8412
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 148 NW 11th Avenue
Boynton Beach, FL .
REPORT NO. 1 NO.OF DENSITIES 3 TESTED BY A. Bosch DATE TESTEDFeb 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
NUMBER LOCATION Soil Identifier FIELD LAB COMPACTION
FIELD LAB
1 NE Area Gray Sano 6.1 10.5 101.0 105.0 96 *
Si. trace Rock Frays
2 center Area Gray Sano 7.3 10.5 104.8 105.0 100
S. trace Rock Frays
3 sur Area Gray Sane 7.0 10.5 102.2 105.0 97
5- Trace Rock Frays
Inet‘uJt.-a J-.
.+: `+``Hitt- 1f.ny ,:
•
' .sy`� ` 'r`"" '"
`"'"�'
FIELD METHOD Nuclear ASTM D6938
LABORATORY MEHODModified Proctor ASTMD1557 ;`*q +°` F6pyt�!Mg
' TtONti ;8
-
`' '� �t ' L'e lr.a C
?,� '} 4bJSft't5h r O ' *
COMMENTS . ^1�. W tr
"s.caq ,
f..:r ' •
( � • .-t /r :arrA
u:
Page 1 of 1 Mar 03,2020 �.erri� s
Nutting Engineers of Florida, Inc., _ °.;PP /�`/,,,...._ ; :� ,,N
These rest results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface tested. RICflflfd G�bSSIhP¢ 11.42603
This report does not reflect bearing Opacity or deeper soil conditions. s: ri""��y" • .; -a r a t i
This report shall not be reproduced,except In full m tilled upon without prior rotten approval of Nutting Engineer.of Florida,in :.n<rn z k te.re Troy X16 f t r
Palm Beach (561) 7364900 Broward(954) 941-8700 060'"Miami Dade(305) 824 0Eott S acre(r:r2) 7.-_408r1b5b' ,P,,
jt�i
Vutliiers
FIEDDENSITY
REPORT
&RSAix I aisteshol f967
Your Project is Our Commitment
PROJECT NO.Boynton-8412
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 148 NW 11th Avenue
Boynton Beach, FL
REPORT NO. 2 NO. OF DENSITIES 2 TESTED BY A. Bosch DATETESTEDMar 03, 2020
CONTRACTOR See Supporting Lab Testing
AREA Proof Roll of Building Pad Reports for Detailed Material
CONSTRUCTION TYPE (0-12"" ) Descriptions
DENSITY Laborato MOISTURE DRY DENSITY
NUMBER LOCATION Soil Identifier FIELD LAB COMPACTION
FIELD LAB
4 'E Area :RETEST; Gray Sand 6.6 10.5 103.9 105.0 99
S. Trace Roc< ?rags
5 Sw Area ;RETEST; Gray Sand 6. 1 10.5 105.1 105.0 100
SL Trace Roc< 2:ags
•
1 y
F;t` 11 t11ltlr1181 t f EK
.l 4 .� 1001%. /// 5 at 4u^t
f'o off#dda,• 1I Y 1 Mtq
.. thy b,eeeeseeeep�T t • S n
Lieki
r� c ie ?:xF�y r.hrry�e %
FIELD METHOD Nuclear ASTM D6938 rT-R ,9QMPACI�. • gyp
LABORATORY METHOD Modified Proctor ASTM D1557 :m•- -. 1, ,`, S'.1NDfato • *II%
a l.: w g F
COMMENTS - �,Cr2NI .SL'1§ k+vr
I _-
4 f,+ ./.. :27 4 :hots'
1`� yP t:r.
Page 1 of 1 Mar 10, 2020 "
Nutting Engineers of Florida, Inc 1- 8, `a•ta,..f
�� �1� • IN.1w'e ?S ;Mitt
•
These test Multi]only represent compaalion measured at the location reported to a maximum depth of 12 inches below the sufhekap n I tO�at't§;45.Je tfet
This report does not reflect bearing capacity or deeper soil conditions. Ll"6t" I tt4t 't§'� L- t �jr
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Florida''nc J f 4, S.MitF..e.4';1. r; f
€.-fin rsl y,....i ci
Palm Beach (561) 736-4900 * Broward(954) 941-8700*Miami Dade (305) 824'00 "Poit.S `Lathe l772Th0@t1 y'L
.-, cr--ro '
NNutting MOISTURE - DENSITY
EEngineers RELATIONSHIP REPORT
or nonaa my esmmisneo ooe
Your Protect is Our Commitment
PROJECT No.Bo ynton-8 412
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 148 NW 11th Avenue
Boynton Beach, FL
CONTRACTOR '
PROCTOR NO. 2 DATE TESTECMar 20, 2020 DATERECEIvELt4ar 16, 2020 DATE SAMPLEDt1e4ar 16, 2020
INSITUMOISTURE N/A % 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 - 1 114 . 0 106. 0 7 . 5
M
2 117 . 9 108 . 0 9 . 1
_ 110.0 4
_ 3 121 . 7 110 . 0 10 . 7
2 107.5 4 123 . 0 109 . 1 12 . 8
W -
>- 105.0
re
-
102.5 h`� A ct a ".`
At ' ,�M����'!' 'OPTIMUM
— `` r a- ' \l�t'•pTttWT!y'i 11 OISTURE r ,,
k41-41:1,40,41°.,:: ::4)°,
4 :4 �ice' '�a��, --„p: S 4 'town-ENT<'4rk
1I I I I I 1 1 11 1111 [ 111 11 1 1 1 111 ei �-tf4tis 1° ' .:4 7 .g
7 8 9 10 11 12 13 cALCu,CR7ED�: �., 01lO,='S' �
MI O,VRSIZE'; ORRE 2-`;`..'ii ail u •A,1
MOISTURE CONTENT ie. cat'? , i,
COMMENTS r i;a tEe, ,rtg, ",fw
11IN Af I .
24,
n ,PER o- ,� } ' •il ...+' ,s;
e e Srlk'I` f✓p? ev ;YjS_CR . r.
Page 1 of 1 Mar 20, 2020 Nutting Engineers of Florida, Inktfl7h C. ort feltha(f1e0,1(iiSiti:1 ,42603thO:
Reporting of these test results constitutes a testing service only. Engineering interpretationrilr- g119‘tiph. f tesFt (s is owd'eda`anly +n'w ifterrre_quest
nutting FIELD DENSITY
1ia Engineers REPORT
of.ot I6aalbM1ed1961
Your Project Is Our Commitment
—
PROJECT NO.Boynton-8412
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 198 NW 11th Avenue
Boynton Beach, FL
REPORT NO. 3 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
MOISTURE DRY DENSITY
DENSITY Laboratory
NUMBER LOCATION Soil Identifir
FIELD LAB FIELD LAB COMPACTION
6 NE Area Dark Brown Sand 4. 8 11.5 110.2 110.5 100
Si Trace Rack Frags
7 Center Area Dark Brown Sand 4.3 11.5 110.9 110.5 100
Si Trace Rock Frags
8 SW Area Dark Brown Sand 4. 9 11.5 109.3 110.5 99
Si Trace Rock Frags
FIELD METHOD Nuclear ASTM D6938 t'k`isr'C�.m.✓'x �-t"�A=°�-'1%;.4t oi,
LABORATORY Modifi 1557 - .�;. FONIga,C, Tfd.;�`:t918' .- ,,,
METHOD ed Proctor ASTM D � -- .• 4' ,,y +tsifr
1•-. gt.rf g Tf 1, . 4:9..
COMMENTS c E P s i y
Z. ]..���'��{� i 11,-^4 . Y, ori 44
I 4 'A3 r C t f yi!�'r�ll ,ii T.4= 4:
r
Page 1 of 1 Mar 20, 2020 ,
Nutting Engineers of Florida,Inc. vr�,~- : p -.a. � '„ ��, .. {,ate r I
These test results only represent compaction measured at the location reported to a maximum depth oft 2 inches below lip,gmje a .cr c ar%�_IO n•�iL ti. ,r"t t
This report does not reflect bearing capacity or deeper soil conditions. s 'lF ''.'n •."
.. 1L"ud"I M",
This report shall not be reproduced,except in full or rolled uponNutting Engineersr r 14 l �. ! , ('7:-;
p without prior written approval of of Fiyr10 hl 4 t `k r y� �' , T ''
tpkv.
Palm Beach(561) 7364900*Broward (954) 9418700*Miami Dade (308), 1 p060X',Port Shn,luncie 2/;84P 1 0 xh`g air
c
ftr
:( k 4I+4.4'. , tri,dp y1. !i;„ "r y
Nutting FIELD DENSITY
E Engineers
3REPORT
M Fba Sn I Fomtlmit epn)
Your Project is Our Commitment
PROJECT NO.Boynton-8412
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 198 NW 11th Avenue
Boynton Beach, FL
REPORT NO, 9 NO. OF DENSITIES 1 TESTED BYM. Langev in DATETESTEDMar 19, 2020
CONTRACTOR See Supporting Lab Testing
AREA Building Pad - Top Lift Reports for Detailed Material
CONSTRUCTION TYPE (0-12") Descriptions
DENSITY LaboratoryMOISTURE DRY DENSITY
NUMBER LOCATION Soil Identifier
FIELD LAB FIELD LAB COMPACTION
9 South area Dark Brown Sand 4. 6 11.5 109.6 110.5 99
Si Trace Rock Frags,
•
•
•
b :
".f ` tS. er •" '.
FIELD METHOD Nuclear ASTM D6938 nItttr
if
LABORATORY METHOD Modified Proctor ASTM D1557 • 't` `4i-1N: ( s
.,,
COMMENTS tfia'. , d`�"' ''?�q� 4/ry J`'*5. .S '.,.,
AI
lL •
: - •W ,i$Page 1 of 1 Mar 31, 2020 . a �;ate 'Nuttin9 Engineers of Florida, Inc �if1E R': yl:rh . "o wis , r. 4
?.-e-;-7:1,r i.�9i ?h_A, Ss: 7lsyl
These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below Na surrad,teali .4 ,�.h, • o:. Osi., ;3t. :P .:4
This report does not reflect bearing capacity or deeper soil Conditions. .as,,, .k,r e. 7.<:0-to t+ ♦j�?j
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Florida,Ino.k. i 3�„on s, a,,,,--......,1!,�jar,LtWit- ,
tt,X';.4.3t•yl_-ej.▪-V1,"!. 4 ir 1js* ..a.j'ny;�'.SP.: �Suti,:
Palm Beach (561) 7364900* Broward (954) 941-8700 *Miami Dade(305) 824.006 ` r�attr upfe�t`�` 28:448„3' y 'Cv_°,; l i;
3REPONutting FIELD DENSITY
e Engineers
RT
efFlMdghic IEsahlisktlf%1
Your Project is Our Commitment
PROJECT NO.Boynton-8 912
TO CLIENT Habitat for Humanity .
Habitat for Humanity • C.C.
of South Palm Beach
181 SE 5th Avenue
Delray Beach, FL
33983
PROJECT Proposed Residence LOCATION 198 NW 11th Avenue
Boynton Beach, FL
REPORT NO. 5 NO.OF DENSITIES 4 TESTED BY J. Rodriguez DATETESTEDSep 19, 2020
CONTRACTOR See Supporting Lab Testing
AREA Slab On Grade Reports for Detailed Material
CONSTRUCTION TYPE (0-12" ) Descriptions
• MOISTURE DRY DENSITY
DENSITY Laboratory COMPACTION
NUMBER LOCATION Soil Identifier
FIELD LAB FIELD LAB
10 NE Area, Slab Dark Brown Sand 9. 6 11.5 110.1 110.5 100
Si Trace Rock Frags
11 SW Area, Slab Dark Brown Sand 9.8 11.5 110.4 110.5 100
Si Trace Rock Frags
12 East Footing Dark Brown Sand 8. 1 11.5 109.7 110.5 99
Si Trace Rock Frags
13 West Footing Dark Brown Sand 9.3 11.5 111.1 110.5 101
Si Trace Rock Frags
,.sea>° 'a,. :.t r:r..a
"FIELD METHOD Nuclear ASTM D6938 ; tP $ O � �1'
LABORATORY METHOD Modified Proctor ASTM D1557 3iz '�b(;.?,; s>Zt„ le kr• - Y.
COMMENTS : . ?:r _ A
Pe
�'k V- _yam . ,ys, , 'J a`F,:rz '_i
•
Page 1 of 1 Sep15, 2020 Nutting Engineers of Florida, Inc K t ?ER Ys iira I'•'r([ �`a_.A ' r 4``
9 z 6 fif s
These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface test fit s „ Sp i "4
This report does not reflect bearing capacity or deeper soil conditions. Z.1";,.-hl S ":01i.. .
This report shall not be reproduced,except in full or relied upon without prior written approval of Nutting Engineers of Florida,Inc- j?',d'IA a'$'�"eFa, Ace. a A LCi ,c( ,
Palm Beach (561) 7364900*Broward(954) 941-8700*Miami Dade (305)824-0060* Port St°=Lucie792f;408' 0 ,.Vin;, y
D/L/ n . 1 -800-DILIGENT
TERMITE SERVICES MyDiligent.com
CALL DILIGENT FOR State License JB228623
Building together, Growing Together
CONCRETE WASHOUT!
Notice of Preventative Treatment for Termites
/J[(��(as required
dd(by Florida Building Code 2326.5 and Broward County Chapter FBC 105.2.2)
di
SERVICE ORDER NUMBER ` 21 L 19815 SERVICE DATE _ I TIME i 2 ��� WEATHER CONDITIONS_
D ELOPMENT N E(PROJECT) CT SNA E �� CO SON
. 3
ID
STRICT/ 2q�(DDRESSY�IOTTLO K) h �+� ,S ATE,ZIP / � U 1 Y///5
C// 'tel C� / ✓v v ! / ']C1/!� -t f/ L/ /r/ • a J[ J+S
(TONE ONE NUMB NOTES J
TR NT TYPE/A
O FLOATING MONOLITHIC U PATIO . U GARAGE U DRIVEWAY. U STEM WALL U ADDITION
O CUTOUTS U FOOTERS Cl FRONT ENTRY U EXTERIOR PERIMETER FOR RENEWAL 0 OTHER
TREATMENT TYPE '/
U TAMP&TREAT 7C'fREAT ONLY 0 FINAL U RETREAT U BORA CARE TREATMENT U TERMITE BAIT STATION
•
PRODUCT /I-
. 66-MINION fl,dDefflItir 1 E ISE U DEMON TC U TERMIDOR Cl BORACARE U OTHER
ACTIVE INGREDIE /
CONCENTRATION + ' •
-----•
0.05% 0.06% .�"f% U.12% 0.25% U OTHER— GALLONS APPLIED , .st5t.TE Eipt,
��/LLL • +
/IO�O �,b.��;P p•0 R •9.0�,•
SQUARE FOOTAGE LINEAR FOOTAGE ; o O A. N t v
'CT 7 'Ali . t
SQUARE FOOTAGE VERIFIED t )+ r- r
. U NO U MEASURED OR VERIFIED PER PLANS \ P r
t•• •• 9 R •. •
JOB READY CONDfT1ONS •MET •• * ' ,•
DOES U NO DETAILS -'
'[SAFETY CONDITIONS ��ed
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 U YES 0 NO)
FINAL STICKER
U ELECTRICAL PANEL U WATER HE OTHER /
Payment Terms: Customers payme In is due at • rvice.C -tomer agrees that a finance charge in the amount of 18%per annum will
be assessed on all unpaid balance at . not sa••- e date. I- I e event a collection process becomes necessary to recover an unpaid
balance e folio ..ng fees will b s -ed Incl . •�' . action service fee,attorney's fee,finance charges and non-sufficient funds
p •- C will be -le i�. int any collection process.
alliglitilICIOarr- Y,-
Date .r.• ca . (Diligent Servl .�
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
5 f= 1, 331
__ 1�L= 1L �Z9-
10hckicel
Envelope Leakage Test Report
d d \ tS 1 .(Blower Door Test) 0- Ait•
7 R402.4.9.2 Complianceyam?:`
bk at4 l'tpeTION O• g i!.,
RIV
IPermit#: i9- p00024/b?
Job` or tion ,
i forma
:. „ .
s
Builder:HAM41— MAISAlRy Community: Lot I¢ Z
Address: igis> Alva II ry`i-/r.:- Unit:
City Pp)%1J)4) 644. State: FL Zip: 33 /3.gs
Al!Leak ,.:_t:, '
agest Results Poising r�Mulis�must be 7 ACH(5019t.,../<)
leu"',..7:;": S e d2 • _ ;� -
Metkod.for calculaating bullding:voiume:
X774 1/ 3t/-4/
X 60 + _ 1-10 QAett)eved'cf om architectural plans
CFM(50) Building Volume ACH(50)
Code software calculated
[ J1AsS IFA Aetd.tneasured:and calculated
When ACH(50)is less than 3, Mechanical Ventilation installation must be verified by building department.
4J t 'E'L, y X
Certification sof Test Results J. ` 'rte i' -.
8402,4.12 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), F.S.or individuals licensed as set forth in Section 489.105(3)(f),(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.
9 k
Testing Company 4 44 ;-)t r . r, k' cF;, °4- r�
Company Name: G1/0141725,4t (414/ ,Q/.V4 Phone: 52e 1' 3t 7-DD72)
I hereby verify that the above Air Leakage results are in accordance with the 5th Edition Honda Building Code Energy Conservation
requirements Section R402.4.11.2,Climate Zone 1 and 2.
Date of Test: y( Pit/
Signature of Tester: ���
Printed Name of Tester: Skit4Q3 444 4/4)S
•
License/Certification#: ,>D�OOD J Issuing Authority: 1011-
* Attach Copy of Certificate