HomeMy WebLinkAboutSUBMITTED PAPPERWORK1LJ§E'_0.NLY-
DATE FILED: �Kj I q
PLANREVIE TEE: E T NO.:
CONCURRENCYFEE; RECEIPT NO.:
PERbffT NUMBER. -?v
CERT. CAP. NO.:
IST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
,9CARfWING & CODE REGUIATIONS
2300 Virginia Avenue
BY Ft Pierce, fl: 34982-5652
St Lucie County 772-462-1553
n ff w,-Z�
APPLICATION for BUILDING PERMIT Vc-c, (-�Cez
CERTIFICATE of CAPACITY/ZONING COMPLIANCE P/C
PROJECT INFORMATION -
I 'y�et
1. LOCATION/SITE ADDRESS: qO e; 6002hwt /Z C/ �n oc_
I — Aid�
2. PROJECT NAW: AUev ges. SITE-PLANNAME:
3. PROPERTY TAX ID #: 34ior
1 50L CoolY -00
4. LEGAL DESCRIPTION (anach extra sheets if neoessary):
do!�Itddke Aor-KI 5/4D (10f3 5Z9-Se0 &01 Z ZO�L 322Y-1idV 746w lilt,
5. PLAT BOOK 6. PAGE No. 7. BLOCK No. 8 LOT NO.
9.. PARCEL SIZE (ACRES/SQ FT.): 'P(5, 53 LOT DIMENSIONS: 2 2- y z 62
,�Ij :i a/,v C',
10. COMPLE-TEDESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY- 141;
&rj;,t.00j44 5Afk
_00M j'�Q 60114 ticcmi Addiviz t5e,9
X
IAP SETBACKS 06TUAL) FRONT;,'��e BACY-_35,?
�RIGHTSIDF,;.� LEFTSIDE:
12. ME OF CONSTRUCTION (Chmk all appropriate boxes)
7
NEW CONSTRUCTION EXPANSIONIADDITION hq1tRIORRENOVATION
[*"'RESIDENTUL COMMERCIAL INDUSTRIAL
[ I OTBER(SPECIFY)
13. DESCRIPTTON OF PROPOSED USE: A dd fv Lwvvo Ale'l,
14. SQ. FT OF CONSTRUCTION.- 15. SF. FT Ist FLOOK-
16. VALUE OF CONSTRUCTION: 411)o dpo
The value of constinction is used to determine dw mount ofpcmidt fees to be assessed. St Lucie County reserves the rigN to titicstion and/or modify ft indicated
Yaluc Ofcoustruction ifit is demonstiated that the submitted figums moon consistcot with similar types ofoonshuction activities. Ifthevalveis$2500ormoma
RECORDEDNotiecofCommencmmtmtstbesabmittedvnthffisapphmtion.
SLCCDV Form No.: 001-02
b
UPDATED 6IM09
OWNER INFORMATION
NAMIE: keic 141
ADDRESS: 57 0 4. IAv� -0 1& P tz t V-5-
CITY: f�-7 Pj-ei,,cg-- STATE: f t4 21P:
PHONE (DAYT51E): o 74 72x— Email:
IF THE FEE SINIPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
PHONE (DAYTITAE):
STATE:
(22& 9 1- 0 3,21
CONTRACTOR INFORMATION
ST.ofFLREG.CERT#:-4f,K(--/3Z7 '?
BUSINESS NAME: Te f-� Pedfrlj
Te 4elf
QUALIFIERS NAME: -, -g A
ADDRES§:' !X(,V ';Sezt,
"AP
ST. LUCEE COUNTY CERT #: 23 -2)
cny. (2 S L STATE: tl)- zip:
PHONE (DAYTIME): CL>?� P 0 5'0 15- FAXNO. 77Z- V rf-620 Z Email: Ped -tisel.-I 09 1/ 0 (AAV
ARCHrr/ENGINEER- woor)
ADDRESS: -3 5 0 !90 L+ A Qietv-e
CITY.. PS �- STATE: (,4 zip: :31-1 ri 3-
PHONE (DAYTIME): C___)
BONDING CONIPANY:
ADDRESS:
CITY:
MORTGAGE LENDER.
ADDRESS:
CTIFY:
STATE:
STATE:
mig
ZIP:
EUPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTMICATION:(
This application is hereby made to ob , —/,_L permit to do the work and installations as in, --:,.-d, and to obtain a certificate of capacity,
if applicable, fi)r the permitted work. I certify that no work or fibstallation has. commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regul"g construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, QaS, FOOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application,
St. Lucie County makes no representation that its granting of a permit wil I I authorize the permit holder to build the subject structure
which is in conflict wiffi any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
I!— __ - - isl vw
--simetiire.—Please-consultwith-your ome-owner's Assoc tiw�and-_rmi your deed for anyrestrictions-which may apply.F
The following building permit applications are exempt from undergoing a full concmency review: room additions, accessory
-structures (all types), swimming pools, fences, walls, signs, screen rooni utility substations & accessory uses to another non-
residential use.
NOTICE 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 JOBSrlE BEFORE TEE
FIRSTINSPECTION. IF YOUINTEND TO OBTAIN FINANCING, CONSULT YOUR
WITH
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHIVIENT: ASA CONDITION OF ISSUANCE OF THIS PERMIT, YOUPROMISE IN
GOOD FAITH TO DELrVERA COPY OF TEE CONSTRUCTIONLIENLAW NOTICE To
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACIBIENT.
STA!TE OF FLORIDA
COUNTYOF
The foregoing instr t as
m ethis—d
by —
who is personally known
Signature of Notary
14.
identification.
Commission No., (seal)
*N_0RJSIG
STATEOFFLOREDA
COUNTYOF _�-Jf
The foregoing instriament was acknowledged before
me thh,-2�ay of .20_LL
by,kgery
who is personally known _ or has produced
__& . dr. aq idanfifvr�fla.
Signature of�ffitary
ComumissionNo. . (Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERiBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist. dt
AUDREYB.HUMPHREY
MY COMMISSION # EE 061159
EXPIRES: Much 6,2015
W Sw&d Thm Nat?4 Public Undewitem
IL
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
MAPNO.
ZONING
LAND USE
LOTCVG%
TAZNO.
FLOOD ZONE
FIRM MAP #
I sT FLR ELV
M[AXHGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
#OFFLRS
WATER
SEWER
SPRINKLERS
STORMWATEIL
LOT OF REC
Befi)rc 1IL990
LOT OF REC
After 1/1990
LOT SPLIT
REQUIRED
LOT SPLIT
APPROVED
REPORT
HABITABLE
RADON
PER?vffr
CODE
AREA
UL41)0N)
FEE
FEE
LIBRARY
PUBLICBLD
PUBIC BID
PARKS
BRACT
IMPACT FEE
IM[PACT
BRACT
FEE
CORRECTION
FEE
GENERAL
FEE
SCHOOL
BRACT
ROAD
IMPACT
CREDIT
Y
N
LAW ENF--
-wAcr
FEE
FEE
FEE
FIREAMS
DRIVEWAY
Y
N
DRIVEWAY
ADM[INISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
SUBS
REQUIRED
MECHANIC ROOF
ELECTRIC GAS
PLUI%MING
NON-CoNFol'
Lar OFRECORD
FEES
jw4uD*ws Vj;
I&EES
DATE SENT -TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTI. E
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
CERTMICATION:L
J
This application is hereby made to obtain a permit to do the work and installations as indkiied, and to obtain a certificate of capacity,
if applicable, for the permitted work. 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 laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,'BOILERS, BEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rulesi bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
Ihe following building permit applications are exempt firon undergoing a full concurrency review. room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONOVIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF TEE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
C CARO NATURE
STATE OF FLOIUDA I
COUNTY OF _S+. L"i-A -e -
In—C foregoing
c9p
zw- ( my=
'y
Cw-ho is personally 6a�LL-,7or%`1!"p
1PAA0,1A — as identification.
Signature of Notary
C—'eymmission No. rfe L101 (Seal)
0011RACTOR SIG14ATURE
STATE OF FLORIDA
COUNTYOF
The foregoing instrouneut was acknowledged before
me this 2aft of .20_11�
byJ
clier(y LCde-CJSAI
who is personally known _ or has produced
--/(&. dr. /I,/- - as identification-
Sigmature 07tary
Commission No. (Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
TEDIS BUILDING PERMIT AS AN OWNERMUILDE11, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUELDER APPLICANTS.
For specific instructions see appropriate permit checklist
Vlhi�,
"
AUDREYS.HUMPHREY
A
MY COMMISSION # EE 061159
EXPIRES: Mmh 6, 2016
_voy
SWdedTbmNotmyPubffGUnderwdtem
OFFICE USE ONLY 01�xw
SECTION
TOWNSBIP
j
Zt6l
_'
rGE
I Lio
MAPNO.
ZONING
LAND USE
LOTCVG%
TAZNO.
YLOOD ZONE
FIRMMAP#-
lsrF]LRELV___,8_2.9_
MAX HGT_
CONSTTYPE
OCCUP TYPE
_MAXOCCUP
# OF FLRS
WATER
a
SEWER
SPRRZUYM
STIORMWATER.
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 111990
After 111990
REQUIRED
APPROVED
REPORT
HABITABLE
---RADON-
-PER?t#F -
CODE
AREA
(RADON)
FEE
FEE
Y
PUBLICBLD
BID
C"
PARKS
;=A
IMPACT FEE
IMPACT
R&ACr
,FEE
[SCHOOL
CORRECTION
FEE
FEE
GENERAL
ROAD
CREDIT
Y
N
LAW
WACT
IMPACT
IMPACT
FEE
FEE
FEE
FlRE/Eh4S
DRIVEWAY
Y
N
DRIVEWAY
ADIM41STRATIVE
"ACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHAN IC ROOF
NON-CONFO
SUBS
ELECTRIC GAS
10T OF REE
s
REQUIRED�
PLUMBING
FEES
:Q&
!I
It AWAIA'a
..t AA
evm 310 atzz"mo X%
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
.
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW -
DATE
I -RECEIVED
I DATE
I CONWLETED
FINITIALS
'A �, )
,4 �
May.23. 2012 3 : 42PM No. 2274 P. 1
x
1, =109
rill,
CLwAn Pptoo FoFR-GLAss BLOWING WOOL
Your home has been profession0y i ' nsulated to- provide
ftl
it k I Joy- VVp guaranteed thermal resistance.,
H0A&oW�&R!5JVARF
ADD=S.
Ae iix 4-�* STArE 7jP
V
RECORD OF INSTALLUi [ON
9LDWNGWOOL
it, Rri KUM.
Q Rr.riwpyi
Dr.1'I'll or 1IRMlym
Y,
jN.jUjAt'j()N -7 -I
Nimwit III, jwLs tjwtv .20
Mal �
ARFA IKSL-EA17A)
R-VM,kIY.0Y
THI mills
PRENIOUS INSUIAI':()N
'ryj'I,:(s)
Scv"1N4w-kTioN
of., IyIkRVIoI)%'
INSWATION IN An Ic.
R-VAI.UE0I1IN.3oL.ffjIoN ze)
SAM AND HaLLS
R-VAWE THICKNESS
AREPINSULATED
1!�- 50
%Q. V11
WAIJ.s
IN. t;u. Fl.
Fn
IN, �,SQ- Fr.
rIAX)ILS
IN. - so, Ft
CLIMATE PRO, BAG WEIGHT -25.5 LB. NOMINAL
sa rn
H-VALUE
MINIMUM
INSTALLED
THICKNESS
SEMO
THICKNESS
BAGSPER
1000 SO. Fr.
MAXIMUM
NET COVERAGE
MINIMUMWEIGHT
PER SQ. Fr.
?b oblair, an
Instal4d
E#ecoof
TAnurwbaqfkp
cqntentt of
Thewvioipff - .
innIlalim
inn4rtorn
thieJOWI qJ47
po 1000 4q.,jl, of
thisbaphQuiV
sq- ft- ofinstalled
mist""
slould not
long Ionn sefdin,,
not anut ihould =9
not Cow
innkhon ihaufd
(R)
be fesi than;
hos �Xowwd--
be kis thm-
mmo=-
not be lim thaw
4.9 in.
4.3 in.
611
164 sq, ft
0.155 ibs.
13 5.7 in.
5.6 in.
7.2
138 sq. ft.
0.185 tbs,
19 8.1 in.
8.0 in.
10.8
93 sq. k. .
0.276 tbs.
22 9.3 in.
9.2 in.
12.6
79 sq. fL
0.322 Ibs.
26 10.9 in.
10.7 in.
15.1
66 sq. fL
0.585 1&
30 12.4 in.
12.2 in.
17.6
57 sq. ft
0.450 tbs.
58 15.3 irk.
15.1 in.
22.9
44 sq. EL
0,583 tbs.
17 4 in.
17.5 in.
26.9
87 sq. fL
0.686 Ibs.
49 19:1 in.
19.0 in.
30.4
53 sq, ft.
.0.774 11�s.
DI44
60, 22.8 in.
ON
22.7 in.
38'
26 sq. FE.
0.974 tbs.
S6
IN LATION
ACOUb� M-J711 WATUM
DAT11
Mowuv
T STIOUK FL 34-M
1-7)0
HOME BUIL.m.R SICNNI-uIjF.
Dav,
COMI'ANY-Je-Cf'-Qj0!d4 Amm
RIF,;
Johns Manville
J.hnx Marmflu, P.O. Box 5108. Denver. CO 80217-5108. �wcom. F" more informatim ca91-5D1B54-no3.
CHANGE OF SUB -CONTRACTOR FORM
DATE: / - - 0L
MASTER PERMIT NUMBER:
(MAIN QUALIFIER), AM REQUESTING A CHANGE OF SUB -CONTRACTOR
FROM,7301'3< LA I If (#) TO MO 85 Av�kvy fe
FOR THE PROJECT LOCATED AT Loq ge,,Qh,-kz
(Project Sirect Address or Pro�erty Tax ID #)
BUSINESS QUALIFIER (Name of the individual shown on Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
QC4446�4 k p0dqgJ&,,
PRINT (MAIN) QUALIFIERS NAME
24A � poa�
,I (MAIN) QUALIFIERS SIGNATURE
STA37,-qF FLORIDA, COUNTY ACKOWLEDGED BEFOR ME THIS DAY
O",X') 20 , JBY ;?"_dt�f500 WHOISPERSONA ME OR
HAVRODUCED LLY<51
—AS IDENTIFICATION.
PRINT NOTAP'S NAME'
a I
AAdw= -
NOTARY',VIGNATURE
AUDRFY 8. liUMPHREY
my commisso # EE00169
EXPIRES' Mamh 6,20'5
ddThm NOIM Pu�'"*RlrfteM
"X. - -
I I 0,� - (9 �)�gy
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUELDING PERM1T
SUB -CONTRACTOR AGREEMENT
St. Lucie Court Contractor Certification Number:
State of Florida Certification Number (if applimble): O(MLEaz
&)C ) have agreed to be the
(Company NamoUdivillual Name)
:aaRna- sub -contractor for
(Typ"f Trade) (Primary Contractor)
for the project located at (74q (��, w1cize -wo/
(Project Street Address or PropertyAax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
OR 1,�INAL SIGNATURES ARE REQUIRED
SIGNATURE PRINT NAMF_/ UA-T-E-
Business Name:
Address:
City/State/Zip:
Phone:
��_07E (0 &,c
0//a F1_ _�4e/ TY C
3VV _3 7/ 7 email: T)
1-)ea7L-
OFFICE USE ONLY:
PERMIT# ISSUE DATE
1727291
Continental Florida Materials Inc.
conTmEnT 13450 W. Sunrise Blvd., Suite 430
Sunrise, FL 33323
Tel: (954) 858-0780 CAUTIONH Freshly mixed 6"em
ent, mortar, UNLOADING Drivers'areproheated
HEIDELBERGICEMENTGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the
Contact with eyes where possible and wash tr"s own power, and where site.condroons
exposed skin areas promptly with water. If any permit the safe and proper operation of his
1111111111111 Nil 11111111 IN 11 cement mixtures get into eyes, rmse:immediately equipment. Drivers are not permitted to
1 4 0 7 'Q
kL-
and repeatedly with water and get prompt medical add water to the mix nor to go beyond the
treatment. Sawing, or grinding �I( con�rete curb line, except upon the autliodtzation of
masonry units may result in the release of dust the Purchaser/Purchasers Agent and his
'JltjCR.L I PLO
FORT P 01U�Z% t 8 ) " f particles which, without the use of prop6r bye or acceptance of risk for any loss or damage.
_3778 GELVIFY RW!J) respirato'y protection, could cause eye or nose l acknowledge that I have received and
in't. on The Material Safety Data Sheets for aoc�phad the materials fisted o '##a &
'ket.
bG I - 464-- 724 4 the products sold by Confinentall florida I understand and agree to tAo -terms on
Curb line crossed at PurchaseriPurcha I Purchaser/Purchaser's Materials Inc. are available upon req�est. both Me front and back of this t(ckel.
TOTAL
Agent WATER
I file] I P h h vARnqnMTA11r.K/nA1 qnP.WATP.\'.1nnrn ru,�.
n so un; aser/Purc mets Agent ]edging addition of water at PurchasertPurchasers
Agent request.
ARRIVALTIME START POUR TIME FINSH'POUR TIME LEAVE JOB TIME
3
'URGWER/PURCHASER S AGENT P.O. NUMBER/ ORDERED BY
563403rJ DOVID HEBA'L
SOLD TO
JEFF PEDERSOij COH91-RUCTION
QUANM QUANM QUANTITY
THIS LOAD ORDERED DELIVERED
n. 05 10, 0 0
or. 00 �30. 00 10. U7(,)
Truck If Plant #
CaIcLUn)QG I Air Ent(aln I quper Plas.
10
9
8
7
6
4
2
1
]�',3
.5
PURCHASER/
PURCHASER'S AGENT.04_-t,�
ZONE JOB NUMBER
DELIVER TO
TIME flCKETED DATE
900 G01 PHE-11 RIDOE ROf)D
PRODUCT PRODUCTDESCRIFQON
CODE
95r1c 3013"l PSI r'_ 28--DAYS flFGULAR
9025 FrOER-rIBIZILLATED .79 LB/Yi)
5098 FUEL-
5 099 EMV -FEE-,
Due at Job Use of Concrete
Drivers Name
El CONCRETE TESTED John, 0 01i: Willan
TICKET
IZ54278
ORDER: 32
171'
oncrete Disposal: yds
UNIT OF UNIT EXTENDED
MEQJRE PR[CE - PPACE
C'Y
SUBTOTAL
TAX
TOTAL
r.1 I.qT0IVIPP
1 � WARBAN Y The materials sold by Continental F Materials Inc (hereinafter Continerriali are warranted ft at from the date of delivery to be free from defects in
material. This warranty is exclusive and is in lieu Iner warranties (whether written, oral or implied). including any warranty or merchantability or fitness for any particular
purpose. Cominarcal's liability under any circumstances will not be greaterthan Thepurchase pricept the materillssuppliod, the purchaser mustexamme the material upon delivery
and before installation to discover any defects, latent or otherwise, and Continental will net ca liable for and (ArIeT damages including, but not limited to incidental, indirect,
consequential, special or delay damages, lose otprofits. or any other damages arising out of the breach of any obligations under this agreement. Purchaser further agrees that
no claims may be filed under this warranty unless and until any indebtedness to Continental s paid in firil.
2. EXCIUSIVE REMED Purchaser further agrees that its exclusive remedy against Commentall in the event the goods, materials or services
supplied by Continental are alleged to be defective anclor are alleged to have caused purchaser to suffer personal injury, loss of life, property. damage or economic losses as a
result �f breach by Continental of any and all of the foregoing express or implied warranties, of as a result of any negligence. strict liability, or other tortiours Conduct or statutory
violation by Continental, shall be limited to, and shall not exceed the purchase price of the goods. materials. or services purchased from Continental by purchaser and purchaser
agrees thatContinental shall not be liable topurchaser for any otherdamages including. but nottlimitedto, lostprofits. lostwages, indirect, incidental, consequential, compensatory,
special. delay, punitive crony other damages, including damages for pain and suffering, menial disease, medical orfurieral expenses, any other similar damages, or any attorney
fees or Costs incurred by the purchaser in cimnection with pursuing any claim, demand or cause of action against Continental for breach of any obligations undermis agreement,
breach of the express or implied warranties delineated above, negligence, strict halaility or other tortious Conduct committed by Continental in connection with its Sale to the
purchaser's use of goods, materials or seNices sold by Continental
3. DUE DAT : Payment for all credit sales is due by the 10th of the month folowing the purchase date. The Purchaser agrees that all past due accounts will accrue interestal 1 5%
per month.
4, Purchaser agrees to pay attorneys' fees and costs of collection incurred by Continental prior to judgment, in obtaining judgment, or appeal, for bankruptcy
and for post -judgment collection procedures, Venue of any action between the Purchaser and Continental shall be Bloward County, Florida.
5. K1X_C_QD_EZLOCAT1_Q_NS! The purchaser agrees to order the mix needed by product Code and accepts full responsibility to determine the location for the readymix Concrete.
6. DJ:LWERY $IT-JECONDITIONS: Continental receives the right to determine whether the silo; forbelivery requested by the Purchaser is suitable for s6ch delivery and Continental
may refuse to deliver to a Site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all Costs and damages incurred
where adequate access for delivery cannot be obtained.
7. QhATTFNDED DELIVERY SITU Where delivery of products is to be to an unattended site. Contln�ntal will riot be liable for any loss or damage to products, property or for unsigned
delivery tickets.
& DELAYS Continental shall not be liable for any delay in delivery or non -delivery result ng from any cause beyond its Control including but not limited to plant arid delivery equipment
breakdowns, industrial stoppages or shortages of raw matenlils. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall acoapt such part of the
order as Continental is able to deliver and U's Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same terms
of payment.
9. QUANTITIE5: This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for Compliance with the
Purchaser's order. Variations between actual quantities delivered and thoseshown on the deliverytickot mustbonoted off allcopies of thodelivery belietsigned bythe Purchaser
Invoice charges will bebased on thequantitiesof products shown to besuppleclasperme deliveryticket. Any claim for alleged short delivery of products must be made in writing
within seven (7) days of delivery: otherwise it Will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products
listed on the Continental delivery ticket.
10.k
JUNIMUBLOADCHABCiE: All prices quoted are based on loads of not less than live yards. There will be a short load charge on each delivery, less than five yards. One call back
without charge will be allowed on pours exceeding ten yards.
11.WAITING TIM A maximum of sixty minutes per 10 yard load will be allowed at no charge After sixty minutes there will be a charge of $1 50 per min.
12.ENVIRONMENTAL CHAR —GE: A $5.00 per load environmental charge will be assessed.
13.SPECIFICATION: Uniessspecially ordered, Continental concrete is manufactured according to the provisions of ASTM C-94. Specifications for Ready Mixed Concrete, and block
is manufactured according to the provisions of ASTM C-90, Specificalrons for Concrete Masonry, Continental is not responsible for concrete to which the Purchaser (without the
approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive orwhere the Purchaser has mishandled the conc,ete
after delivery.
14.JEQjr1NIQAj,AS5JaT QF: Continental accepts no responsibility for claims arising from technical advice or assistance provided to the Purchaser. Advice and assistance provided
AN -
by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on Its own architects, engineers or other technical experts.
15._5AF�DhJA_: The Material Safety Data Sheets for the products sold lay Continental are available upon request.
IB.MOQIFICATION OF TERM :No employee or agent of Continental has the authority, In the absence of an express writing, to make any statement, including resiricting or Modifying
orotherwise conceming the existence or effect of any of these terms and conditions or of any warranty or guarantee and no such employee or agent making any such statements
shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and
no other employee nor any other person has authority to alter or vary any or all of these terms and conditions, Some of Continental Divisions' terms may vary due to industry
standards but all changes Must be approved by an Officer of the Company
ITTEBMS The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change In the legal status of Purchaser, or until the term of this quotation,
agrees to abide by these terms, regardless of any Change in the legal status of Purchaser. or until the term of this quotation expires. These terms Contained herein supersede any
and ail terms previously given to Purchaser that conflict with the terms herein.
It, at the request of the Purchaser, Continental Florida Materials Inc enters into a written agreement or purchase order with the Purchaser to turni5h materials to or on behalf of
the Purchaser for a specific project or job, all of the terms Set forth herein shall be deemed to be a part of and incorporated by reference into such written agreement or purchase
order notwithstanding any term or provision in the written Contract or purchase order to the Contrary and. if there is a conflict with forms and/or provisions of the written contract
or Purchase Order, the terms herein shall prevail and be determinative.
iinental Florida Materials Inc. 1727262
EnTRL ) W. Sunrise Blvd., Suite 430
Sunrise, FL 33323
I UAUIIUIM!l Freshly mixed cement, mortar. UIVII-11UPALl Drwersateprohicided
ERGICEMENTGroup concrete or grout may cause skin injury. Avoid from delivering concrete except under the
contact with eyes where possible and wash news own power, and where site conditions
exposed skin areas promptly with water. If any permit the safe and proper operattort of his
cement mixtures get into eyes, onse immediately equipment. Drivers are not permitted to
3 5
and repeatedly with water and get prompt medical add water to the mix nor to go beyond the
treatment. Sawing, or grinding of concrete curb line, except upon the aurthmintion of
masonry units may result in the release of dust the Purchaser/Purchaser's Agent and his
F F-Oki- PIERCE -.'0 L0j!'lUIt7t-- Pl--�wif particles which, without the use of proper eye or acceptance of risk for any loss or damage.
'It
r
P3�778 respiratory protection, could cause eye or nose / acknowledge that I have received and
c irritation. The Material Safety Data Sheets for accepted the materials listed on this ticket
7214 1)
_, r the products sold by Continental Florida I understand and agree to the terms on
, 1 611
56 1 4611 f
Curb line crossed at Purchaser/Purchaser's Agent request. Initials of Purchaser/Purchaser's' Materials Inc. are available upon request. both the front and back of this ticket.
Agent TOTAL
7 WATER
Initials of Purchaser/Purchaser's Agent acknowledging addition of water at Purchaser/Purchase YARDS ON TRUCK I GALS OF WATER ADDED ADDED
Agent request. 9 1 10 1 7 1 6 5 1 4 1 -3 2 \1'. '11
ARRIVALTIME STARTPOURTIME FINISH POUR TIME LEAVE JOB TIME No
I �q6 I I --
PURCHASER/ --f ,
PURCHASER'S AGENT A �-�z , V, � \
PURCI ASERTURCI-IASER S AGENT
58340-59
SOLD TO
P.O. NUMBER I ORDERED BY
FlH91D HaBAL
ZONE JOB NUMBER TIMETIGWED
DEUVERTO
DATE.
12106"1')
TGE,
LK)4dl,
—
ORDER: 12
JEFF
PrDEPSON
CONSTRUCTION
900 GOLPHER RIDGE ROAD
FT
Concrete Disposal: yds
QUANTITY
OUANITTY
QUANTITY
PRODUCT
PRODUCT DESCRIPTION
UNFOF UNIT EXTENDED
THIS LOAD
ORDERED
DELIVERED
CODE
MEASURE PRICE PRICE
-113.00
30. 0112)
Flo. (53
30�111VICI
3"V10 P17X G- Pil, DAY�3 RESULAR
C!,
10. 013
30. 013
0. 1311)
1)0�5
FIBEE FTURit.1-01U., .75 Lu/Yf)
ea
L A%
hl,
FUEL
501�9
ENV-1"CE
Tmck If
Plant If
Slump
Due at Job
Use of Concrete
SUBTOTAL
Calcibff) 12
Air Entfam
Super Plas.
Drivers Name
TAX
-ir.es Fronch
0 CONCRETE TESTED JL
TOTAL
Delivery Instructions
1. WARRANTY: The materials sold b inental Florida Materials Inc. (hereinafter "Gonthental") i handed for 1 year from the d I
ch ate 0�
material. This warranty is exclusive — is in lieu of all other warranties (whether written, oral or implied), including any warranty Irlh
purpose. Continental's liability under any circumstances will not be greater than the purchase price of the materials supplied, the purchaser Mul
and before installation to discover any defects, latent or otherwise, and Continental will not be liable for and other damages including,
consequential, special or delay damages, loss of profits, or any other damages arising out of the breach of any obligations under this a
no claims may be filed under this warranty unless and until any indebtedness to Continental is paid in full.
2. EXCLUSIVE REMED : Purchaser further agrees that its exclusive remedy against Continental in the event the goods, materials or s9
supplied by Continental am alleged to be defective and/or are alleged to have mused, purchaser to suffer personal injury, loss Of HE
result of breach by Continental of any and all of the foregoing express or implied warranties, or as a result of an, ne gen eme' ?
a. d It
.1. ce
violation by Continental, shall be limited to, and shall not exceed the purchase priceof the goods, mated .,t.,wcd.e. puts
agreesthat Confinentalshall notbe liableto purchaser for any other damages including. butnot limited to, Profit. ll � ch
special, delay, punitive or anyother damages, including damages for pain and suffelfing, mental disease, mocifical or funeral expenses, arl
fees orcosts incurred bythe purchaser in connectionwith pursuing any claim, dernadd or cause of action against Continental for breach of anyol
breach of the express or implied warranties delineated above, negligence, strict Ill or other torl conduct committed by Continental in connecau,
purchal use of goods, materials or services sold by Continental. i I
3. DUE DAT : Payment for all credit sales is due by the I Gth of the month following the purchase date. The Purchaser agrees that all past due accounts Will accrue interesv.,
per month. --I_ �
4. COLLECTIONCOST :Purchaser agrees to pay attomeys'fees and costs of collection incurred by Continental pdorto judgment, in obtaining judgment. or appeal, for bankruptcy
add for post -judgment collection procedures. Venue of any action between the Purchaser and Continental shall be Broward County, Florida,
5. MIX CODIEfLOCATIONS: The purchaser agrees to order the mix needed by product code and accepts full responsibility to determine the location for the readymix concrete.
6. DEUVERl �,'OUQITION_S: Continental reserves the right to determine whether the site; for delivery requested by the Purchaser is suitable for such delivery add Continental
may refuse to deliver to a site if Continental is of the opinion that delivery would be unsuitable or unsafe. The Purchaser shall be responsible for all costs and damages incurred
where adequate access for delivery cannot be obtained.
7� UNATTENDED DELIVERY SITE: Where delivery of products is to be to an unattendeq site. Continental will not be liable for any loss or damage to products, property or for unsigned
delivery tickets. I
8. D-ELAYS: Gonthentel shall not be liable for any delay in delivery or non -delivery resulting from any muse beyond its control including but not limited to plant and delivery equipment
breakdowns, industrial stoppages or shortages of raw materials. If Continental is unable to complete delivery, of any part of an order, the Purchaser shall accept such part of the
order as Continental is able to deliver and the Purchaser shall pay for the part delivered pro rate at the same rates as the whole of the order agreed to be sold and the same tens
of payment.
9. QUANTITHE : This type and quantity of products delivered and detailed on the delivery ticket must be checked by the buyer at the time of delivery for compliance with the
Purchaser's order. Variations between actual quantities delivered and these shown on the delivery ticket must be noted on all copies of the delivery ticket signed bythe Purchaser.
Invoice charges will be based on the quantifies of products shown to be supplied as per the delivery ticket. Any claim for alleged short delivery of products must be made in writing
within seven (7) days of delivery: otherwise it will be accepted by Purchaser and in the absence of any claim the Purchaser shall be liable to pay for the full quantity of products
listed on the Continental delivery ficket.
IO.MINIMUM LOAD CHARG :All prices quoted are based on loads of not low than five yards. There will be a short load charge on each delivery, less than five yards. One call back
without charge will be allowed on pours exceeding ten yards.
11WAITING TIME: A maximum of sixty minutes per 10 yard load will be allowed at no�charge. After sixty minutes there will be a charge of $1.50 per min.
12.ENVJfA_0NME_N1AQ2l A $5.00 per load environmental charge will be assessed.
13.$PECIFICATION: Undess specially ordered, Continental concrete is manufactured according to the provisions of ASTM G-94. Specifflications for Ready Mixed Concrete, and block
is manufactured according to the provisions of ASTM C-90, Specifications for Concrete Masonry. Continental is not responsible for mncrete to which the Purchaser (without the
approval of an authorized agent of Continental) has added or requested Continental to add any water, admixture or additive or where the Purchaser has mishandled the concrete
after delivery. I
14TECHNICALASSISTANC : Continental accepts no responsibility for claims adding ficrin technical advice or assistance provided to the Purchaser. Advice and assistance previded
by Continental is for Purchasers guidance only and Purchaser agrees to rely solely on its own architects, engineers or other technical experts.
15.SAFETY D : The Material Safety Data Sheets for the products sold lay Continental are available upon request.
16.MODIFICATION OFTERMS: No employeeor agent of Continental has the authority, in theabsenceof an exprewwriting, to make any statement, including restricting ormodiyng
orothemise concerning the existence or effect of any of these terms andccnditions or of any warranty orguarantee and no such employeeor agent making any such statements
shall be acting on behalf of or with the consent or agreement of Continental. These conditions may only be altered or varied to writing signed by an Officer of the Company and
no other employee nor any other person has authority to alter or vary any or all of these terms and conditions. Some of Continental Divisions' terms may vary due to industry
standards but all changes must be approved by an Officer of the Company.
17JERMS: The Purchaser as indicated in this quotation, agrees to abide by these terms, regardless of any change in the legal status of Purchaser, or until the term of this quotation,
agrees to abide by these terms, regardless of any change in thb legal status of Purchaser, or unfil the term of this quotation expires. These terms contained herein supersede any
add all terms previously given to Purchaser that conflict with the terms herein.
If, at the request of the Purchaser. Continental Florida Materials Inc. enters into a written agreement or purchase order with the Purchaser to furnish materials to or on behalf of
the Purchaser for a specific project or job, ail of the terms set forth herein shall be deemed to be a part of and incorporated by reference Into won written agreement or purchase
order notwithstanding any term or provision in the written contract or purchase order to the contrary and, it there is a conflict with terms and/or provisions of the written contract
or purchase order. the terms herein shall prevail and \ be determinative.
11D
r-I
00
r-1
U
ED
LL
tn
W
E
JO
4-1
E
0
En
Port St. Lucie Building Department
Certificate- of Compliance
(This is a partial treatment only and not a guarantee or warranty)
Permit Number:
.Location of Property:
Legal Descriotion: Section
Pest Control Company
JAMES CORDEIRO
Co pa 0 ner -Please Print
-signature
Date Title
Soil Treatment Company Information
COASTAL PEST CONTROL
Soil Treatment Company Name
1913 SW S MACEDO BLVD, PSL, Fl. 346114
Address
5594/8068
Soil Treatment/DACS license #
The building has received a complete
treatment for the prevention of
subterranean termites. Treatment is in
accordance -with the rules and laws
established :by, the Florida Department -of
Agriculture -and Consumer Services. A
second tre�ftment was done on (clate)
as per manufacturer's
specification. If the second treatment is
not required, a copy of the product label
shall be included with this certificate.
This form Is to be filled out
by Pest Control Company I
M
Block
Lot
Treatment Information
Date of Treatment
TALSTARI
Chemical Used
0.06%
Concentrat 7a3
Gallons Used
HORIZONTAL BROADCAST
Method of Application (soil mixed, etc.)
�01 14
linear Footage of Area Treated
Second Treatment Information
Date of Treatment
Chemical Used
Concentration
Gallons Used
Method of Application (soil mixed;, et:c:)
linear Footage of Area Treated
Please Note: The City of Port St. Lucie does not guarantee or warranty the preconstruction
soil treatment attested to in the above. The purpose of this document is to show that to
the best of this department's knowledge, the builder has satisfied the requirements of the
Florida Building Code for protection against termites.
This form MUST BE RETURNED to the Building Department
before your final Inspection is scheduled!
12-01-'11 16:50 FROM-A.M. Engiqring 772-924-3580 T-971 P0001/0001 F-070
A lk; ENGINEERING AND TESTIN-- �; _NC.
590 N.W. MERCANTILE PLACE
PoRT ST. LUCIE, Fwawk 34986
OFFICE: (772) 924�3575 FAX: (772) 924-3580
REPORT OIF ]FOUNDATION PAD COMPACTION
Client: Jeff Pederson Construction, Inc.
5794 NW Helwood Circle
Port St. Lucie, Florida 34986
Site: 909 Gopher Ridge Road
Ft. Pierce, St. Lucie County, Florida
Foundation Pad, Attached Addition
Report Date:
November 17,2011
Project No:
11-1252
Lab No:
-----
Technician;
G. Odell
Permit NO-:
1108-0254
Density tests and Hand Cone. Penetrometer (HCP) readings were made at a minimum of three locations in
the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in
hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were
performed in general compliance with ASTM D 6938. The HCP test, iii conjunction with information about
the soil type, is empirically correlated to the relative density of subsurface, soils.
Density
Test No.
Date
Tested
Locadon
Flevation
gmt)
Drymnsity(poo
percent
Compaction
Inplace
T proctor
1
11/7/11
NortheastArea
0-1
108.6
110.0
9V
2
Center Area
0-1
110.4
110.0
100.4
3
Southwest Area
0-1
109.3
110.0
99.4
* Elevations are below bottom of slab.
The depth of the fill was approximately two feet. The fill should extend at least five feet beyond the building
perimeter, At the time of our testing no information was available regarding the foundation pad setbacks.
In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the
modified Proctor maximum dry density (ASTM D 1557). No soil borings were performed below the
recently placed fill.
Distribution:
Client - 2
PCNYern
DEC 02 201,
pui'/�
St. 1-,J,i Ic I/V,),,,
e C,Ln a
ty, pi-
Su6
INUA109 INC.
attl
00!n6r - ida Regist ation 'o. 6505 1"
F.-ICO.D. JobsVeff Pederson Construction. Inckil-1252 - 909 Gopher Ridge Rd., Ft. P. - Padw. Fill.dov
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMTr
SUB -CONTRACTOR AGREEMENT
St. Lucie County Confi-actor Certification Number: qJ ?�q,
CD
State of Florida Certification Number (Mapplicable): Cr��O�,
have agreed to be the
(Company Name/Individual
A(Am h'I Y) 0 sub -contractor for
(Type of Trade)Q� (Primary Contractor)
for the project located at
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIEREER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
--436x�� b n
PRfNTNAM[E DATE
Business Name: IV I I (') Y-1 I' I (A I n
Address: q'A'N' WQ OA PL,
City/State/Zip: Al 4 9
Phone: [D-�;- OZI� Q \ email:
USE ONLY:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUrLDING PERAW
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: / 0'yc�q
State of Florida Certification Number ffapplimble):
CeA!4 ff4 �- �4 have agreed to be the
(Company Name(Individual Name)
,41c— -sub-contractor for &D&Asc,� COAJSY.
(Type of Trade) (Primary Contractor)
for the project located at qo rcdc—e Kel
(Project Street Address or Property TaZID it)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Buildiing and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESSQUAILIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
hJ] V.,_/ LtJASK-y1qeK - LI-13
SIGNATU9E PRINT NAME DATE
Business Name:
Address:
City/State/Zip:
Phone:
OFFICE USE ONLY:
PER11117 ISSUE DATE
TRANSMISSION VERIFICATION REPORT
TIME
10/27/2011 16:09
NAME
SLC INSPECTIONS
FAX
7724626443
TEL
7724622165
SER.0
BROE5J278862
DATE,TIME
10/27 16:09
FAX NO./NAME
987BG202
DURATION
00:00:51
PAGE(S)
03
RESULT
OK
MODE
STANDARD
ECM
Planning & Development Services
Building a Coda Regulation Ulvislan
rginia Avenue
Fort Pler�, Ft, 34982
Phone; (772) 462-1553 Fax: (772) 462,1578
1 "30"",
10127/2011
23214
JEFF PEDERSON CONSTRUCTION INC
PEDERSON JEFFERYA — ST CERT
5794 NW SELWOOD CIR
PORTSTLUCIE,FL 34986
Permit Number: 1108-0254
Review Comments for
Contractor
Page 1
As of today's date the! owner listed on your application is being notified along with yourself that the referenced
building permit has some issues listed in the comments below.
Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely
manner. If you have any questions regarding the comments below, please call our office.
AR- OPER TY WFORMA TIQ
909 GOPHERRIDGE PC
FOR7'P/ERCE 34982
ABE—LICATION INFORMA
Permit Number. 1108-0254
Activity 7ype: Addition
Permit TYPe: Building (Mlscellaneous)
OWJVER$ INFORMAT�
PETER CALLEN
5706 TANGELO DRIVE
FORT PIERCE. FL 34982
Application Typq: Building permit w10 subs
OtherActivity,
staffes I
Planning& Development micas
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FIL 34982
Phone: (772) 4624 553 Fax: (772) 462-1578
10/27/2011
23214
JEFF PEDERSON CONSTRUCTION INC
PEDERSON JEFFERYA — ST CERT
5794 NIN BELWOOD CIR
PORTSTLUCIE,FL 34986
Permit Number: 1108-0254
Review Comments for
Contractor
Page I
As of today's date the owner listed on your application is being notiffled along with yourself that the referenced
building permit has some issues listed in the comments below.
Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely
manner. If you have any questions regarding the comments below, please call our office.
PROPERTY INFORMATION OWNERS INFORMATION
909 GOPHER RIDGE RD PETER CALLEN
5706 TANGELO DRIVE
FORTMERCE 34982 FORT PIERCE, FL 34982
APPLICATION INFORMATION
Permit Number. 1108-0254
Activity Type: Addition
Permit Type: Building (Miscellaneous)
REWEWS AND COMMENTS
Review TY Status
Documents Missing Pending
Application Type: Building Permit w1b subs
OtherActivity.,
Stories I
Reviewed By Date Started Date complete Date Released
Audrey Humphrey
09121/20116
Comment
VEGETATION PERMIT IN DRAWER UNDER A FEES ARE LOADED. ALL SUBS OK, JUST NEED A/C. EN
10-24-2011
10/27/20117
Comment
PLEASE PROVIDE MECHANICAL SUBAGREEMENT
10/2712011 8
Comment
PLUMBING SUB CONTRACTOR IS ON HOLD, HE NEEDS TO UPDATE HIS LICENSE WITH OUR
CONTRACTOR LICENSING DER
Front Counter Review Complete Audrey Humphrey 0812312011 0812312011
Plans Examiner Review Pending Dave Johnson 10/13/2011
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, Fl- 34982
Phone: V72) 462-1553 Fax: (772) 462-1578
PROTECTION
Review Comments for
Contractor
Page 2
(WINDOW) IS NONE IMPACTAND REQUIRES HURRICANE
NOTADRESSED: PROVIDE PRODUCTAPPROVAL FOR SHUTTERSALONG WITHATTACHMENT
DETAILS
10/13120113 Comment PRODUCT APPROVAL# 08-0213.03 (SLIDING GLASS DOOR) IS NONE IMPACTAND REQUIRES
HURRICANE PROTECTION
NOTADDRESED: PROVIDE PRODUCT APPROVAL FOR SHUTTERS ALONG WITH ATTACHMENT
DETAILS
10/13120116 Comment NOTE ON PLANS WHAT TYPE OF BEAM IS GOING FROM NEW COLUMN TO BLOCK WALL WHERE
FRENCH DOORS ARE LOCATED.
REVISED PLANS SHOWING (2) 2 X 12 BEAM REQUIRES SOME FORM OF ATTACHMENT DETAILS TO
BLOCK WALLAND COLUMN.
10/131201116 Comment PROVIDE GAS PIPING DIAGRAM FOR ALL GAS APPLIANCES IN DUPLICATE. INCLUDE PIPE SIZE AND
BTU OF EACH APPLIANCE. NOTE IF GAS SUPPLY IS EXISTING OR NEW.
NOTAIDDRESSED
10/13/201118 Comment SPECIFY CONNECTIONS TO EXISTING FOR ALL GO TRUSSES
NOTAIDDRESSED
10127/201119 Comment PLEASE PROVIDE NEW PLANS WITH CORECTIONSAS REQUESTED FROM BOTH ZONING& PLANS
EXAMINER. PLANS SUBMITTED HAVE DIMENSIONS THAT DO NOT MATCH PLOT PLAN OR TRUSS
PLAN AND DIMENSIONS THAT WERE CHANGEDARE NO LONGER ARE TO SCALE
To Be Reviewed by Zoning Complete
To Be Review by Plans Exan Complete
Zoning Review Incomplete
Lydia Galbraith 0911212011
1114ileik40
1011312011
09/12/20112 Comment THE SURVEY 18 NOT MATCHING WITH THE FLOOR PLAN AND THE DIMENSIONS ON THE SURVEY
ARE NOT MATCHING WITH THE FLOOR PLAN AS WELL.
IF THE FLOOR PLAN IS CORRECT PLEASE PROVIDE 2 CORRECTED SIGNED AND SEALED
SURVEYS. THE SURVEYS DONT NEED TO BE RESTAMPED BY THE HEALTH DEPARTMENT
10127111 THE DIMENSION ARE CHANGED ON FLOOR PLAN BUT ARE STILL NOT SCALING, THEY ARE
NOT CHANGED ON THE FOUNDATION PLAN AND THE HVAC.
PLEASE PROVIDE NEW PLANS.
THE SURVEY IS STILL NOT MATCHING WITH THE FLOOR PLAN. THEADDITION TO THE
MASTERBEDROOM IS NOT SHOWING. PLEASE REVISE THE SURVEYAND PROVIDE TWO UPDATED
SIGNED AND SEALED SURVEYS SHOWING THE CORRECT ADDITION.
PLEASEADD THE LOCATION OF THE GAS TANKAS WELL.
—1cft-
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
09/12/20114
09/21/20117
Review Comments for
Contractor
Page 3
ON THE FLOOR PLAN. WHAT TYPE OF ROOM IFEXISTINGOR
NEW. WE NEED TO BE ABLE TO SEE HOW MANY EXISTING AND PROPOSED BEDROOMS AND
BATHROOMS THERE ARE.
10/27/11 ROOMS ARE LABELLED BUT STILL SHOWING CARPORT IN EVERY ROOM AS WELL.
PLEASE PROVIDE NEW FLOOR PLANS
Comment THE SF TABULATION NEEDS TO REFLECT ALL BE OF THE HOUSE, EXISTING, PROPOSED AND ALL
PORCHES. THE MAX LOT COVERAGE IS DETERMINED BY THE TOTAL SF UNDER ROOF.
10/27/11 THE AREATABULATION IS NOT MATCHING WITH THE EXISTING PLANS. AS FAR AS WE CAN
SEETHE GARAGE DOES NOT CHANGE IN SIZE.
PLEASE PROVIDE AN AREA TABULATION SHOVVING EXISTING AREAS LABELLED BYAREA, LIVING,
ENTRY, PORCH, GARAGE AND PROPOSED AREAS, PLEASE DONT ADD THE AREAS UP WE NEED
TO BE ABLE TO SEE WHAT IS EXISTING AND IS PROPOSED.
Comment THE KITCHEN APPLIANCES ARE GOING TO BE GAS. ISTHERE GOING TO BEAN ABOVE OR UNDER
GROUND GAS TANK IN THE YARD?
THE LOCATION OF THE GAS TANK NEEDS TO SHOW ON THE SURVEY AND THIS REQUIRES A
SEPARATE PERMIT.
10/27/11 TO DRAW ON ASEALED SURVEY VOIDS THE SEAL OF THE SURVEY. PLEASE REQUEST THE
SURVEYOR TO ADD THE GAS TANK LOCATION ON THE SURVEY. SEE Al-f POMMENT 2.
0 - I bf ON 5a-� wt
09/21/201110 Comment FAXED COMMENTS TO CONTRACTOR, MAILED TO OWNER.
10/13/2011 15:12 7724626443 SLC INSPECTIONS PAGE 01
Planning & D0v@IQpmLntSemjc@s
Builcling & Code Regulation DNislon
2300 11ironia Avenue
Fort Plarce. FL 34982
Phons: (772) 462-1653 Fax: (772) 462.1378
I Dli 312011
23214
JEFF PEDERSON CONSTRUCTION INC
PEDERSON JEFFERYA— STCERT
5794 NW BEWOOD CIR
PORTSTLUCIE,FL 34986
Review Comments for
Contractor
Permit Number: 1108-0254 R
Page 1
As of today's date the owner listed on your application Is being notified along'with yourself that the referenced
building permit has some issues listed in the comments below..
Please address these issues as quickly as possible so that we are able t& coritinue to process this permit in a timely
manner. If you have any questlons regarding the comments below. please call our ofice.
MO—PERTY INFORMA TION
909 GOPHER RIDGE
FORT PIERCE 34982
APPLICATION 11VFOA?
NATION
Permit Number iiics-o2S4
Activity Type Addition
Permit *Pe� Building (MiScellaneova)
RFWEWS AND COMNEWS
fkxiaw Type AlAft—M
Documards Missing pending
OWNER$ INFORMATION
RD PETER CALLEN
5706 TANGELO DRIVE
FORT PIERCE, Fl� 34982
Apipficall n Type: Building Permit w1b subs
Oftr/1110�-11
Stories I-
Eavlowed By Pate Starw pata-compiew vats Rnloago
Audmy Humphrey
0&2312011 1 Comment NEEDS FILLED LANDS AFFIDAVIT
08123/20112 Comment NEEDS RECORDED NOD
0812312011 3 Comment NEEDS ALL SUSS- ELECTRICAL. PLUMBING, A(C AND ROOFING.
OW3120114 Comment NEEDS ORGINAL BACK PAGE (RETURNED TO CONTRACTOR) NOTARY NOT DONE CORRECTLY.
OgJ2112011 6 Comment VEGETATION PERMIT IN DRAWER UNDER A FEESARELOADED.
Front Counter Rffview complatt; Aud-y Humphrey 0812312011 0912312011
IQ
W v Mown
lum
nu
10/13/2011 15:12
SLC INSPECTIONS
P12115 EXarrdner Ravlow
10113120111 COMMent PRODUCTAPPROVAL #0"700,40 IS NOT ON THE MIAMI DADE WEB SITE
101IM011 2 Comment PRODUCTAPPROVAL# 0$-0706.04 (WINDOW) IS NONE IMPACTAND REQUIRES HURRICANE
PROTECTION
1011320113 Comment PRODUCTAPPROVAL# 08-0213.03 (SLIDING GLASS DOOR) IS NONE IMPACTAND REQUIRES
HURRICANE PROTECTION
10113120114 Comment PROVIDE DETAILS FOR PORCH COLUMNS IE: SIZE, TYPE &SIZE OF REINFORCMENT, FOOTING
STEEL.
Comment FOUNDATION PLAN INDICATES SOME TYPE OF TIE INTO EXISTING SLAB FOR F-2 FOOTER.
PROVIDE DEIAILS
10/1=11 6 Comment NOTE ON PLANS WHAT TYPE OF BEAM IS GOING FROM NEW COLUMN TO 13LOCK WALL WHERE
FRENCH DOORSARE LOCATED,
10113120117 Comment NOTE ON PLANS PORCH CEILING DETAILS
10113/20118
Comment
NOTE ON PLANS DRYER VENT FXHAUSTTERMIMATION IE: THRU WALL, ROOF?
10113QVII 9
Comment
NOTE ON PLANS BATHROOM EXHAUST FAN TERMINATION
10113/201110,
Comment
PROVIDE ELECTRIC LOAD CALO-S. NOTE SIZE OF EXISTING SERVICE,
10/1=011 11
Comment
HALLWAY REQUIRES AT LEAST ONE WALL RECEPTICLE
10M31201112 COMMent NOTE ON PLANS EGRESS WINDOWS FOR ALL BEDROOMS
10113J2011 13
Comment
NOTE ON PLANS SIZE OF ATTIC ACCESS (22" X 3D' MIN)
101131201114
Comment
NOTE ON PLANS ATTIC VENTILATION. PROVIDE DE-rAlLs.
10113/20111.5
Comment
SMOKE DEDECTORS ARE REQUIRED IN ALL BEDROOMS AND WITHIN I V OF EACH BEDROOM AND
CARBON DIOXIDE DETECTORS ARE REQUIRED WITHIN IV OF EACH BEDROOM
101131201116
Comment
PROVIDE GAS PIPING DIAGRAM FOR ALL GAS APPLIANCES IN DUPLICATE, INCLUDE PIPE SIZE AND
BTU OF EACH APPLIANCE NOTE I F OAS SUPPLY IS VJ STI NG OR NEW.
10/IZ12DIl 17
Comment
SPECIFY VALLEY CONNECTIONS TO MSTINGTRUSSES
10113=1118 Comment SPECIFY CONNECTIONS TO EXISTING FOR ALL COTRUSSES
T0SvRavi@w9d1byZDninq Complutp
TO BO RGv"9w by Plana Exan romptelm
—rol� -11�M) /-v -io
p /-A-,) O�j ; " 9 (Y,�.
-2'Zll:� * r&�g
1-70 o0i
. . .10/13/2011 15:12 77246K�"�- SI-C INSPECTIONF -
Zoning Review
Commerd PLEASE PROVIDE SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL,
GAS ANI) ROOF
AND A SUB SUMMARY SHEET
02/12r20112
Comment THESURVEY is NOT MATCHING WITH THE FLOOR PLANANDTHE DIMENSIONS ONIHE SURVFY
ARE NOT MATCHINGVATH THE FLOOR PLANASWELL
IFTHE FLOOR PLAN IS CORRECT PLEASE PROVIDE 2 CORRECTED SIGNEDAND SFALED
SURVEYS. THE SURVEYS DONT NEED TO BE RESTAMPED BY THE HEALTH DEPARTMENT
09112/20113
Comment PLEASE LASELALL THE ROOMS ON THE FLOOR PLAN, WHAT TYPE or Room. IF
EXISTING OR
NEW. WE NEED TO BE ABLE TO SEE HOW MANY EXISTING AND PROPOSED BEDROOMS AND
BATHROOMS THERE ARE.
09112J2011 4
Comment THE SF TABULATION NEEDS TO RIFFLECTALLSF OF THE HOUSE, EXISTING, PROPOSSO ANDALL
PORCHES. THE MAX LOT COVERAGE IS DETERMINED BY THE TOTAL SF UNDER ROOF.
0911moll 5
Comment YOU ARE REQUIRED TO HAVE AVIEGETATION REMOVAL OR EXEMPTION PERMITATTIME OF PICK
UR IF YOU HAVENTAPPLIED FOR IT YET PLEASE BRING INANAPPLICATION AS SOON AS
POSSIBLE.
091=2011 6
Comment ARE THE PROPOSED COVERED PORCHES GOING TO BE ON CONCRETE SLAB? PLEASE SHOW ON
THE PLANS AND THE FOUNDATION PLAN,
090120117
Comment THE KITCHEN APPLIANCES ARE GOING TO BE GAS. IS THERE GOING TO BEAN ABOVE
OR UNDER
GROUND GAS TANK IN THE YARD?
THE LOCATION OF THE GAS TANK NEEDS TO SHOW ON THE SURVEYAND THIS REQUIRES A
SEPARATE PERMIT.
09121120118
Comment IS THE PROPERTY STILL ON WELL WATER? IF NOT PLEASE PROVIDE A COPY OF THE UTILITY BILL
FOR WATER.
ow"20111 9
ComrnePt PLEASE SEAWARE THATA13OVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE PLANS
EXAMINER MIGHT HAVE ADDITIONAL COMMENTS TO THE PLANS.
09211201110
Comment FAXED COMMENTS TO CONTRACTOR, MAILED To OWNER.
K'11.z """M95
. . . . . . . . . .
Fort Pierce Utilities Autt,�'�-!�
P.0. Box 3191
Fort Pierce, FL34948-31V"1
. pua.com
A 1.5% penalty charge will apply to any unpaid portion of the Current Due if paid
after the due date. See reverse 9," fthis bill for more details. Copies of Customer
Service Policies and Service C�, - �-s may be obtained in FPUXs lobby or at
www.fpua.com. For questions abo"ut your bill, please call (772) 466-1600.
Account Ni�m--ber
Past Due
Current Due
Total Due
56017709-227643
14.45
-Lq.qa
10/10/2011
28.90
W **AUTO*-5-DIGIT 34982 6.1790
PETER C ALLEN
570G Tangelo Dr
Fort Pierce FL 34982-7532
PLEASE FILL IN TOTAL AMOUNT PAID
[I [I El [10 11 . 1:111
Dollars Cents
PLANNING & DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
�2_4/ 6-12ff&S01- (f v"�, will be using the following sub -contractors for the
(Company/Individual Name)
project located at C? o C_'_0 02 4 -r,.t XL a Cf � I
(Sfreet address or PropertyTax ED #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St Lucie County.
Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
e&Y -e k k"Zxfe, 1,-z t e-
Plumbing
_q *7 .3 S/
f
HVACI
Iret-4siltr,
f QB2_5
Mechanical
Roofing
'rAV to J/A-!g
Gas
OFFICE ITSE ONLY:
IP NU —7 )ATE:
ERMIT
M113ER-
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: A9 1 (a It
State of Florida Certification Number (If applimble): Fc- t3004 (zz
19LCCTriy� Co I CFWu6S 14,oWwA" have agreed to be the
(Company Name/Individual Nafne)
CLECTM" L sub-contractorfor (�6,agt. Itic'.
(Type of Trade) (Primary Contractor) I
for the project located at q01 6oPk6z Tu066 RoAo
(Project Street Address or Property Tax ID 9)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
IIATURES ARE REQUIRED _5 _1� _Z �/70
r,WMLC V pp,
IRINTNANE DATE
Business Name: T6LLW6T"6rL GL6-(VULLC— COA&PAJ41
Address: S)l A)-4 &�XCUArJTILE ARrCE 500-r- id--')
City/State/Zip: COLT- 121-- LQ(,1X- f�L,34CIW,
Phone: -1-17,-611-94CtEr email: C,
OFFICE USE ONLY:
PERMIT# ISSUE DATE
COUNTY
pLANNING & DEMOPMENT SERVICES DEPART&EM
BUILDING & CODE REGULATIONS DWISION
BUMBING PERMIT
suB.COMItAMOR AGPZMMNT
SL Lucie cumty CuutmcmrCqftifi=tionN=ber
a-q 3 1
stme of Florida Cafification Mmber afawbo" CD
1��k�' % 1-�l have agmed to be the
(c=pMyN=dM*wd=Nv=)
P1UAAa,",,t, --sub-contractorfor-geff
crypc of T"40 (Pli�y canmetor)
for the pwjert located at ftjcct SMM A&W" or RuPcfW A ax 15 i�- 9d
it is understood the% if them is any cheap orstatw regarding our participation with the
above mentioned project, I Will immediately advise the Building and Zoning Department
of SL Lucie Cqualy by personally filing a chuge ofContracaw nothm. (Four aCCDV
NM MU-00)
BUSINESSQUALMER Q�bnw of die lachvAW Pbum un the CcmUavW3Ucw3C)
ME, 01
BwJnM Nam 20� �
Lt
Ad&wL- 9.el I
city/swelzip: TL 'A IEL I IEZZ
FL
phone: _,e-f awk Sr�PA" 11L6 !4�—
wr�" �iWrg 'U.
%prip A%-W�
GUMS L
V91i I
GUMS L
V91i I
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PER1%ffr
SUB-CONTRACYOR AGREEMEW
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (if appiicabje):
Ir) r—Pm ni 14 , I �J a have agreed to be the
(CompanyNameftdividual Narfie)
sub-contractorfor P&[)kjzc,,.j 6011_sl. 71,L
(Primary Contractor)
for the project located at q o ry 6-opl,4,4 iftof q -e Jed
(11roject Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form; SLCCDV-
No. 004-00)
BUSINFESSQUALIFIER (Name of the Individual shown on the Contractor's License)
0 16 SIGNATURES ARE REQUIRED
It L
0 01
SIGNATURE PRWNAME- DATE
Business Name:
Address:
City/Statrjzip:
Phone:
OFFICE USE ONLY:
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERNUT
SUB -CONTRACTOR AGREEMENT
St Lucie County Contractor Certification Number: ggrgm 266ojo
State ida ification Number (if appiiwbte):
3VIori Cert
have agreed to be the
(Company NaGA%dividual Name)
iVXbaek4�— sub -contractor for 6awsJ,7va
(rype of Trade) (Primary Contractor)
for the project located
or Property Tax ID
-e
it is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the individual shoNvu on the Contractor's License)
0 RI AL SIGNAT S ARE REQUIRED
roa4� Ruscsetl L) —I
YO PRINT NANM �' DATE
Business Name:
Address:
City/StatetZip-
Phone:
OFFICE USE ONLY:
ed)Al
ell,
21
�D"T0@115COME,
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described
—601,— 000 ee-000—
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number lto�r - I acknowledge that as owner of
the above desc:ribed property, and in accordance with Section 7.04.01(D), St. Lucie County
Land Development Code, I shall be responsible for assuring adequate drainage so that the
immediate community WILL NOT be adversely affected. I further acknowledge that in
granting this permit for the development of this property, St. Lucie County is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Co-r(ck- 4ei� -7]1:�I;zzl/
Property Owner Name Property Owner Signature Date
MARY SPAGNal.A.HUS
114V� ATE OF FLORIDA, COUNTY OF .1 AJ-4, NOtarY Public - State 01 Raft
MY COMM. Expires bac 14 2014
R METHIS COmmISSIOn # EE 4WA
09 KNOWLEDGED BEFO k "� DAY OF0 o ).
nUL&-\, :WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED
A&DIA A— AS IDENTIRCATION.
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
NOTARY PUBLIC TITLE Ir—A I 09-COMMISSION NUMBER (SEAL)
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SA INT LUCIE COUNTY
FILE # 3637849 OR 1:--' 3331 PAZE 2786, Recorded 10/14/201.� 02:52 PM
am-R-1ELP-RDIN 9-9 E UP tLn
PiRMITNUMBER
I I urco, - 0;��Cf
The undusigned hereby given notice that improvement will be mele to certain real property, and in accordance with Chapter 713,
Florida suntans the following information h provided in tho Notice ofeararmancemern.
1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: :1 � �--�;'01 - V �ZM'Z 5
3. OWNER
b. Addmv, ') ir U & ,f!ye Lo y-ici o -r c. interest in property-
d. Nam and 2ddms.� of fee simple titleholder (if other than owner)
4. CONTRACTOR'S NAME�ADDRENSS AND PHONE NUMBER: TrIfx?e /I PL7&a.e�
6:70if- Na bd�ovrj f,x&1e it"St -2 7 2 -370 -6"o 15-
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUM HER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be wrvcd as provided by
Section 713.13 Hit.) T. Florida Stiatur,:
NAME, ADDRESS AND PHONE NUMBER:
8. In addition to himself or herself. Owner dle�ignate.s the ful lowing to reccivc a copy of the Lienor's Notice as provided in Souion
713.13 (1)(h). Florida Stalut�
NAME. ADDRESS AND PHONE NUMBER:
9. E.pinatimn date of notice of conummamasm (,he expiration date is I year from the date or recording unless a di fferent date is
.,perifit,d) 20
Signature of Owner or prii
Owner's Anthoriacd OfficerlDlimcnar[Partner/Manager
VAWLAUNKA41M
IS
U" we 144L. IM141
State of Florid�
COMMIts" 0 BE 411TI
Coantyof-,,� �'�
The to ing instrument was acknowlixiged before me thk day or - n
Ef:;� F-�- - --- 30
C-901 (n L1 %oe A
C
(Type ofouthority ...
e.g. Owner, officer. trustee. attorney in fact)
(Name of pay on thehalfulf whom Instrument was executed; Pemonally Krown_��or produccd the following type of U3:
Il ,i i -HIIJS z1A
(Printed NJ. rN6,y0PubIfi�) (99.1ture ofNota,r Public)
Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it am arm to the best of my knowledge and
better (imflon 92.525. Elrod. Stiames).
gnature(s) of Owner(s) or Owner(s)' Authariud OffacrMineetor/Partner/Mancignir who signed above;
B By-
..avxmm'.r,�.a
c-
siATE OF FLORIDA
ST. LWE COUNTY
THIS IsTOCERTIFYTHATTHIS ISA
TRUE AND CORRECT COPY OF THE
SM I T H I C
a
DIM:
Property Appraiser - St.Lucie �_ruirity, FL I I Page I of I
Peter C Allen Record: 1 of 1
Property Identification
Site Address 909 GOPHER RIDGE RD
SecrTown/Range: 09:36S:40E
Map ID: 34/09N
Zoning: RS-3
Ownership and Mailing
Owner: Peter C Allen Carla Allen
Address, 5706 Tangelo Dr
Fort Pierce FL 34982
I
PROPERTY R ' -CORDCARD
<<Prev Nextt�
Spec.Assmm Taxes
Exemptions Permits Home Print
ParceIlD:
3409-506-0004-000-5
Account#:
40117
Land Use:
SF Res
City/Cnty:
St Lucie County
Legal Description
MIDDLE FORK S/D (PB 56-35) LOT 2 (OR 3234-1409 THRU 1416)
Sales Information
Assessment 2010 Final
Total Land and
Building
Date
Price
Code
Deed
Book/Page
2010 Final:
145500
Land Value:
29200 Acres: 0.53
9/7/2010
100
0116
QC
323411416
Assessed:
145500
Building Value:
116300
8/2312010
100
0116
QC
3234/1415
Ag.Credit:
0
Finished Area:
2140 SqFt
8/2312010
100
0116
0C
3234/1414
Exempt:
812312010
100
0111
TR
3234/1409
Taxable:
7/2812010
100
0119
PR
3234/1407
Taxes:
3024.11
8/21/2003
100
01
WD
1795/1535
2/1412002
100
01
0C
152610628
12/24/1998
48000
00
WD
119310049
7/2011993
100
01
WD
0852/1846
7/20/1993
100
01
WD
085211834
5/111973
24000
01
CV
0214/1495
BUILDING
INFORMATION
Exterior Features
View:
RoofCover:
ExtType:
HB-HB
YearBlt:
Grade
B-B
EffYrBlt
StcryHght:
0010-1 Story
No.Units:
Interior Features
BecRoorns
3
Electric
FullBath:
2
HeatType:
1/2Bath:
0
HeatFuel:
%A/C,
100
%Heated:
Special Features and Yard Items
Type
Y/S
Qty
Units
QuaL Cord.
YrBIt.
DWBP - Ddve-BrkP@v
Y
1
765
AV AV
2004
FEN5 - CHAINLINK 5'
Y
1
187
AV AV
2004
FNV6 - VINYLFENCE6'
Y
1
50
AV AV
2004
SID - Dim Shingle
RoofStruct*
HP - Hip
2004
Frame:
2004
PrimeWall:
SS - CB Stucco
I
SecWall
MX - MAXIMUM
PrmIntWall:
DW- Drywall
FHA - FrcdHotA!r
AvgHt/Fl:
ELEC - Electric
Prm.Flors:
CU - Carpet
100
%Sprinkled:
0
Land Information
No. Land Use
Type
Measure Depth
I 0106-SF Res
BCS -Front Ft
141.22 162.42
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/pre.asp?prclid=340950600040005 8/23/2011
PLANNING& DEVELOPMENT
BOARD OF COUNTY 0,50T, SERVICES DEPARTMENT
COMMISSIONERS WIN, A-1 tml;�1044�
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #: (772) 462-1553
DATE:
TO:
ATTN:
SENDER: Lydia Galbraith
COMMENT
4
.InCA ( -e-4D)PL
NO, OF PAGES INCL. COVER: IaD
RE: I 11cB DX514
PHONE #: 462-1555
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578
Review Comments
Address: 909 GOPHER RIDGE RD
City I State / Zip: FORT PIERCE FL 34982
Parcel #: 3409-506-0004-000/5 Jurisdiction: St. Lucie County
Zoning: RS-3 Lot#: 2 Block:
APPLICATION INFORMATION
Permit Number: 1108-0254
Activity Type: Addition
PermitType: Building (Miscellaneous)
CONTRACTOR INFORMATION
ContractorName; PEDERSON JEFFERYA-- STCERT
Business Name: JEFF PEDERSON CONSTRUCTION INC
Business Addr: 5794 NW BELWOOD CIR
City I State I Zil
REVIEWS AND COMMENTS
PORT ST LUCIE, FL 3498
Page 1
Owner(s):
PETER CALLEN
CARLAALLEN
Application Type: Building Permit wto subs
OtherActivity:
Stories: 1 Automatic Sprinkler System? El
Fax Number 772-878-6202
Review TO Status Reviewed By
Documents Missing Pending Audrey Humphrey
Date Starte Date Complet Date Released
08/23/2011
1 Comment
DS FILLED LANDS AFFIDAVIT
08/23/2011
2 Comment
V/El
eDS RECORDED NOC
08/23/2011
3 Comment
NEE/DALL SUBS- ELECTRICAL, PLUMBING, A/C AND ROOFING.
08/23/2011
4 Comment
E DS ORGINAL BACK PAGE (RETURNED TO CONTRACTOR) NOTARY NOT DONE CORRECTLY.
09/21/2011 6
Front Counter Review
Comment VEGETATION PERMIT IN DRAWER UNDERA, FEESARE LOADED.
Complete
Audrey Humphrey 08/2312011 0812312011
To Be Reviewed by Zoning Complete 09112/2011
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FIL 34982
Phone: (772) 462-1553 Fax: (772) 4624 578
Review Comments
Page 2
Zoning Review Incomplete Lydia Galbraith 09112/2011
09/12/2011 1 CoVerit PLEASE PROVIDE SUB AGREEMENTS FOR ELECTRICAL, PLUMBING, MECHANICAL, GAS AND
ROOFAND A SUB SUMMARY SHEET
09112/2011 2 Comment THE SURVEY IS NOT MATCHING WITH THE FLOOR PLAN AND THE DIMENSIONS ON THE
SURVEYARE NOT MATCHING WITH THE FLOOR PLAN AS WELL.
IF THE FLOOR PLAN IS CORRECT PLEASE PROVIDE 2 CORRECTED SIGNEDAND SEALED
SURVEYS. THE SURVEYS DON'T NEED TO BE RESTAMPED BY THE HEALTH DEPARTMENT
09/12/2011 3
Comment
PLEASE LABELALL THE ROOMS ON THE FLOOR PLAN, WHAT TYPE OF ROOM, IF EXISTING OR
NEW. WE NEED TO BE ABLE TO SEE HOW MANY EXISTING AND PROPOSED BEDROOMS AND
BATHROOMS THERE ARE.
09/12/2011 4
Comment
THE SF TABULATION NEEDS TO REFLECTALL SF OF THE HOUSE, EXISTING, PROPOSED AND
ALL PORCHES. THE MAX LOT COVERAGE IS DETERMINED BY THE TOTAL SF UNDER ROOF.
09/16/2011 5
Comment
Y ARE REQUIRED TO HAVE A VEGETATION REMOVAL OR EXEMPTION PERMIT AT TIME OF
CK UR IF YOU HAVEN'T APPLIED FOR IT YET PLEASE BRING IN AN APPLICATION AS SOON AS
[V-S�k
POSSIBLE.
09/28/2011 6
Comme
VtARE THE PROPOSED COVERED PORCHES -GOING TO BE ON CONCRETE SLAB? PLEASE SHOW
ON THE PLANS AND THE FOUNDATION PLAN.
0
clr�
09/21/2011 7
Comment
THE KITCHEN APPLIANCES ARE GOING TO BE GAS. IS THERE GOING TO BE AN ABOVE OR
UNDER GROUND GAS TANK IN THE YARD?
THE LOCATION OF THE GAS TANK NEEDS TO SHOW ON THE SURVEYAND THIS REQUIRES A
SEPARATE PERMIT
09121/2011 8
I
Comm I
ISTHE PROPERTY STILL ON WELL WATER? IF NOT PLEASE PROVIDE A COPY OF THE UTILITY
IS
VBILLFORWATER.
09/21/2011- 9 Comment PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW. THE
PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS TO THE PLANS.
TRANSMISSION VERIFICATION REPORT
TIME :
09/19/2011 17:28
NAME :
SLC CODE COMP
FAX :
7724626448
TEL :
7724622963
SER.# :
BROE5J278861
DATEJIME
09/19 17:27
FAX NO./NAME
96786202
DURATION
00:00:47
PAGE(S)
03
RESULT
OK
MODE
STANDARD
ECM
BOARD OF COUNTY
COMMISSIONERS
18-1b - bkor),
PLANNING & DEVELOPMENT
SERVICES DEPARTMENT
BUILDING & CODE
REGULATION DIVISION
FAX COVER SHEET
FAX #: (772) 462-6448 PHONE #-. (772) 462-1553
DATE: *fk NO. OF PAGES INCL. COVER:
TO-
ATTN:
SENDER. Lydia Galbraith
COMMENTS: �� 7co--,
RE: I vcb C)?"5"
PHONE #, 462-ISSS
,a>
FORM I I OOA-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
- Florida Department of Community Affairs Residential Performance Method A
llv'44
Flrbject Name: PETER & CARLA ALLEN
Builder Name:
Street 909 GPHER RIDGE
City, State, Zip: Fr. PIERCE, FL,
17M
Permit Office:
Permit Number.
Owner.
Jurisdiction:
Design Location: FL, Fort Pierce
U
1. New construction or e)dsting Addition
9. Wall Types
Insulation Area
-2. Single family or multiple family Single-family
a. Concrete Block - E)d Insul, E)dedor R=4.0 828.00 fe
b. N/A
R-- ftZ
3. Number of units, N multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms I
d. NIA
R= ft2
5. Is this a worst case? No
10. Ceiling Types
Insulation Area
6. Conditioned floor area (ft2) 741
a. Under Atfic (Vented)
R=30.0 741.00 fL2
b. N/A
R-- ftz
7. Windows Description Area
c. NIA
R= ft2
a. U-Factor. SgI, default 45.00 ft2
SHGC: Clear, default
11. Ducts
b. U-Factor. NIA ftZ
a. Sup: Attic Ret Attic AH: Attic Sup. R-- 6. 56 ft2
SHGC:
12. Cooling systems -
c. U-Factor NfA ftz
a. Central Unit
Cap: 18.0 kBtufhr
SHGC:
SEER: 14
d. U-Factor. WA ft"
13. Heating systems-
SHGC:
a. Electric Heat Pump
Cap: 18.0 kBtufhr
a. U-Factor N/A ft2
HSPF: 8.2
14. Hot water systems
8. Floortypes Insulation Area
a. Natural Gas
Cap: 40 gallons
a. Slab -On -Grade Edge Insulaflon R--O.O 741.00 ft2
EF: 0.66
b. N/A R-- ft2
b. Conservation features
c- NIA R= fL2
None
15. Credits
CF, Pstat
Total As -Built Modified Loads: 11.58
Glass/Floor Area: 0.061
PASIS
Total Baseline Loads: 13.70
hereby certify that the plans and specifications covered by
Review of the plans and
-THE S
this calculation are in compliance vifith the Florida Energy
specifications covered by this
0
Code.
'ak�_
calculation indicates compliance
the Florida Energy Code.
with
PREPAREJ) BY.-
DATE: 44it
pl!:Az
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Cd --1 ,
0
.
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Eru!r7Tde.
0 WE
OWNEI /�
BUILDING OFFICIAL:
DATE: flfrl
DATE:
,6
5118120119:09 AM EnerqVGauqe@ USA - FlaRes2008 Page 1 of 5
PROJECT
.Title:
PETER & CARLA ALLEN Bedrooms: 1
Adress Type:
Street Address
building Type:
FLAsBuilt
Bathrooms: 0
Lot #
Conditioned Area: 741
SubDIvIsion:
IP of Units:
1
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
909 GPHER RIDGE
Permit Office:
Rotate Angle: 0
County:
ST. LUCIE COUNTY
Jurisdiction:
Cross Ventilation: No
City, State, Zip:
Fr. PIERCE,
Family Type:
Single-family
Whole House Fan: No
FL,
New/Existing:
Addition
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating
Design DailyTemp
Design Location
TMY Site Zone 97.5%
2.5% Winter Summer Degree Days Moisture Range
FL, Fort Pierce
FL—ST—LUCIE—CO—INTL 2 39
90 75 70 722
62 Low
FLOORS
V#
Floor Type
Perimeter R-Value
Area
Tile Wood Carpet
I
Slab -On -Grade Edge Insulatio 96 ft 0
741 ftz
0 0 1
ROOF
Roof Gable
Roof Solar Deck
V #
Type
Materials Area Area
Color Absor. Tested Insul.
Pitch
1
Gable or Shed
Composition shingles 781 ft2 124 ft' Medium 0.9 N 0
18.4 deg
ATTIC
V
#
Type
Ventilation Vent Ratio (1 in)
Area RBS IRCC
I
Full attic
Vented 300
741 ft2 N N
CEILING
V#
Ceiling Type
R-Value
Area Framing Frac
Truss Type
1
Under Attic (Vented) 30
741 fI2 0.1
Wood
WALLS
Cavity Sheathing
Framing Solar
v #
Omt Adjacent To Wall Type
R-Value Area R-Value
Fraction Absor.
1
N
Exterior Concrete Block - Ext Insul
4 126 ft'
0 0.8
2
E
Exterior Concrete Block - Ext Insul
4 114ft2
0 0.8
3
S
Exterior Concrete Block - Ext Insul
4 291 ft2
0 0.8
4
W
Exterior Concrete Block - Ext Insul
4 297 ft2
0 0.8
DOORS
sp Omt Door Type
-Storms-- LI-Valffe ------- Am
1 E Insulated
None 0.39 21 ft'
WINDOWS
Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Proiect" section above.
# Omt Frame Panes
Overhang
NFRC Ll-Factor SHGC Storms Area Depth Separation Int Shade
Screening
1 S None Single (Clear)
2 W None Single (Clear)
No 0.5 0.75 N 30 IF 2ft0in 611t0in HERS 2006
No 0.5 0.75 N 15 ft' 2ft0in 6ft0in HERS 2006
None
None
INFILTRATION & VENTING
Method SLA
— Forced Ventilation Run Time
CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction
Fan
Wafts
Default 0.00057
1108 11.21 60.8 114.4 0 cfm 0 cfm 0
0
COOLING SYSTEM
# System Type
Subtype Efficiency Capacity Air Flow SHR
Ductless
1 Central Unit
None SEER: 14 18 kBtufhr cfm 0.7
FALSE
HEATING SYSTEM
# System Type
Subtype Efficiency Capacity Ductless
1 Electric Heat Pump
None HSPF: 8.2 18 kBtu1hr FALSE
HOT WATER SYSTEM
# System Type
EF Cap Use SetPnt Conservation
I Natural Gas
0.66 40 gal 40 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume
FEF
None None
ft2
DUCTS
Supply
# Location R-Value Area
Return Air Percent
Location Area Leakage Type Handier CFM 25 Leakage QN
RLF
1 Attic 6 56 ft2
Attic 10 ft2 Default Leakage Attic
000
mom
MW wo wo
WN
am MW 00 Wo
00 WN OW OW
zzz
ERE
VTU
000
ERE
a
UMU)
U)
LU
LU
CL 4i
M a
LLI M
EEE
ERE
>- (L IL IL <(L
ff
0
F-
73 M — M
w 0 tu
E
2
a C.E- a 0 a a a a
iL 0 M 0 0
0 0 0 0
co L) C.) x M
c
I
FORM I I OOA-08
Code Compliance Cheklist
A
Residential Whole Building Performance Method A - Details
ADDRESS: 909 GPHER RIDGE PERMIT#:
FT. PIERCE, FL,
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
N1106.AB.I.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at comers; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1106.AB.I.2.2
Penetrafionslopenings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the oerimeter, penetrations and seams.
Ceilings
N1106.AB.I.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N1106.AB.I.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with lt2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
i tested.
Multi -story Houses
N1106.AB.1.2.5
Air barrier on mrimeter of floor cavity between floors.
Additional Infiltration reqts
I
N1106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
I
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences.1
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1112.AB.3
Comply with efficiency requirements in Table N1 12ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N1112.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Showerheads
NI I 12.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N111O.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1 11 O.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1104.AB.1
Ceilings -Min. R-1 9. Common walls -frame R-1 1 or CBS R-3 both
N1102.B.1.1
sides. Common ceiling & floors R-1 1.
ENERGY
PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 85
The lower the EnergyPerformance Index, the more efficient the home.
909 GPHER RIDGE, FT. PIERCE, FL,
1. New construction or existing
Addition 9. Wall Types Insulation
Area
2. Single family or multiple family
Single-family a. Concrete Block - Ext Insul, Exterior R=4.0
828.00 ft2
b. NIA R=
ft2
3. Number of units, if multiple family
I c. NIA R=
ft2
4. Number of Bedrooms
1 d. N/A R=
ft2
5. Is this a worst case?
No 10. Ceiling Types Insulation
Area
6. Conditioned floor area (ft2)
741 a. Under Attic (Vented) R=30.0
741.00 ft2
b. NIA R=
ft2
7. WindowV- Description
Area c. WA R=
ft2
a. U-Factor., Sgi, default
45.00 ft2
SHGC: Clear, default
11. Ducts
b. U-Factor: N/A
ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R-- 6, 56 ft-
SHGC:
12. Cooling systems -
c. U-Factor. NIA
ft2 a. Central Unit Cap: 18.0 kBtulhr
SHGC:
SEER: 14
d. U-Factor. NIA
ft2 13. Heating systems -
SHGC:
a. Electric Heat Pump Cap: 18.0 kBtu/hr
a. U-Factor. WA
ft2
HSPF: 8.2
SKGC:
14. Hot water systems
8. FloorTypes Insulation Area a. Natural Gas Cap:
40 gallons
a. Slab -On -Grade Edge Insulation R--0.0 741.00 ft2
EF: 0.66
b. NIX R=
ft2 b. Conservation features
c. N/A R=
ft2 None
15. Credits
CF, Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant fegWres.
Builder Signature: Date: a
Address of Newt4ornel:170f 60j2A,k I?jd4,, XCI City/Fl- Zip:
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
- (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
Department of Community Affairs at (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGaugeO USA - FlaRes2008
IrouTURT77 Project Summary
Entire House
QUICK CALCS, INC.
317 ST. LUCIE UN., Fr. PIERCE, Fl- 34M Phone: 772-466-6799 Par T72-4ffi-6796 Emil: QUICKCALCS@AOL.COM
Project Information
For: PETER & CARLA ALLEN
909 GPHER RIDGE, FT. PIERCE, FL
Notes:
I Design Information
Weather:
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Structure
8335
Btuh
Ducts
0
Btuh
Central vent (104 cfm)
3214
Btuh
Humidification
0
Btuh
PIPI'pg
0
Btuh
Equipment load
11549
Btuh
Infiltration
Fort Pierce, FL, US
Method Simplified
Construction quality Average
Fireplaces 0
Heat'
M,
Coolin
'741
Area (ft2)
Volume (W)
6669
6669
Air changes/hour
0.61
0.32
Equiv. AVF (cfm)
68
36
Heating Equipment Summary
Make Trane
Trade XR14 WEATHERTRON
Model 4TWR4018C1
ARI ref no. 1382131
Efficiency
8.2
HSPF
Heating input
Heating output
18000
Btuh @ 47*F
Temperature rise
27
OF
Actual air flow
600
cfm
Air flow factor
0.072
cfm1Btuh
Static pressure
0
in H20
Space thermostat
Job:
Date:
By:
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TO
15
OF
Daily range
Relative humidity
L
50
%
Moisture difference 61 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 10023 Btuh
Ducts 0 Btuh
Central vent (104 cfm) 1722 Btuh
Blower 0 Btuh
Use manufacturer's data n
Rate/swing multiplier 0.95
Equipment sensible load 11158 Btuh
Latent Cooling Equipment Load Sizing
Structure
2886
Btuh
Ducts
0
Btuh
Central vent (104 cfm)
4363
Btuh
Equipment latent load
7248
Btuh
Equipment total load
18406
Btuh
Req. total Capacity at 0.70 SHR
1.3
ton
Cooling Equipment Summary
Make Trane
Trade XR14 WEATHERTRON
Cond 4TWR4018C1
Coil 4TEC3F24B1
ARI ref no. 1382131
Efficiency
14 EER
Sensible cooling
12600
Btuh
Latent cooling
5400
Btuh
Total cooling
18000
Btuh
Actual air flow
600
cfm
Air
flow factor
0.060
cfm/Btuh
Static
pressure
0
in H20
Load sensible heat ratio
0.62
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right-SufteOUniveml7.1.DBRSU08101 20li-May-1809:22;02
C:Mocurnerfts and Setfingstlikki—My DommentsWrightsaft HVAC%ALLEN. PETER & CARLA-mp Calc = IYU Page I
Right-J@Worksheet Job:
Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN.. FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772466-6796 Email: QUICKCALGS@AOL.COM
1
Room name
Enlire House
CA13ANA BATH
2
Exposed %vall
96.0 Ift
17.0 It
3
Ceiling height
9.0 ft d
9.0 It heaf/cool
4
Room dimensions
6.0 x 11.0 Ift
6
Room area
741.0 ft2
66.0 112
Ty
Construction
U-value
Or
HTM
Am (ft2)
Load
Am (Itj
Load
number
(BtuWftk'F)
(Stuhtft2)
or perimeter (ft)
(Btuh)
or perimeter (11)
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
NIPIS
Heat
Cool
6
w
I3A4ocs
0.143
n
4.00
2.55
126
126
505
321
0
0
0
0
Y---0
13A4ocs
0.143
e
4.00
2.55
135
114
456
290
99
99
396
252
IIDO
0.390
e
10.92
11.31
21
21
229
238
0
0
0
0
13A-4ocs
0.143
a
4.00
Z65
306
291
1165
741
54
54
216
137
1�
a
IA�Iom
1.270
a
36.56
34.77
16
15
533
522
0
0
0
0
l3A4ocs
0.143
w
4.00
2.65
297
267
1069
680
a
0
0
0
0
1Aclom
1.270
w
35.55
91.12
30
0
1067
2734
0
0
0
0
c
1OB-30ad
0.032
-
0.90
1.68
741
741
664
1245
66
66
59
111
F
21A-20c
0.027
-
0.76
0.00
741
741
560
0
66
66
so
0
6
c) AED exoursion
1058
-16
Envelope loss/galn
6249
78Z7
722
484
12
a) Infiltrabon
2086
586
359
104
b) Room ventilation
0
0
0
0
13
Internal ga . M Oocupants @ 230
7
1610
0
0
Applianoas 0 1200
0
0
0
0
Subtotal (lines 6 to 13)
8335
10023
1091
588
Less external load
0
0
0
0
Less tonsfer
0
0
0
0
Redistribution
0
0
0
0
14
u
83M
10023
1091
588
151
Duct loads
0%1
0%
0
0
0%
0%
a
0
Total room load
1
8335
10023
1091
588
Air required (cfm)
600
600
79
35
Pirintout certified by ACCA to meet all reguirements of Manual J 8th Ed.
--4- RIgM-SuiteG Universal 7.1.08 RSU08101 201 I-May-18 09:22:02
C*.M)=Ments and SettingsVikki-My D=ments%WrigbtwftHVAC%ALLEN, PETER &CARLA.rup Calc=MJ Page I
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE UN., FT- PIERCE, FL 34946 Phone: 772-466-6799 Fax: T72466-6796 Emil: QUICKCALCS@AOL.COM
Job:
Date:
By:
1
Room name
NEW BEDROOM
NEWBEDROOM2
2
Exposed wall
18.0 It
33.0 It
3
Ceiling height
9.0 ft heallcoal
9.0 It heall000l
4
Room dimensions
1.0 x 234.0 ft
10 x 251.0 It
6
Room ones
234.0 IF
251.0 ft'
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Am (W)
Load
number
(Btuhfff�F)
(Btuhtft2)
or perimeter (11)
(Stuh)
or pedmeter (it)
(Btuh)
H;;t
Cool
Gross
NIPIS
Heat
Cool
Gross
N/P/S
Hest
Cood
6
w
13A-4ocs
0.143
n.
4.00
2.55
0
0
0
0
0
0
0
0
T—D
13A-4ocs
0.143
e
4.00
2.55
36
15
60
38
0
0
0
0
11DO
0.390
e
10.92
11.31
21
21
229
238
0
0
0
0
t-G
13A-4ocs
0.143
s
4.00
2.55
126
111
444
283
126
126
605
321
1�
IA�Iorn
1.270
s
35.56
3477
15
is
633
522
1 0
0
0
0
Y--G
13A-4ocs
0143
w
4.00
2.55
0
0
0
0
171
156
625
397
1A�Iom
1.270
w
35.56
91.12
0
0
0
0
15
0
533
1367
C
16B-30ad
0.032
-
0.90
1.68
234
234
210
393
251
251
225
422
F
21A-20c
0.027
-
0.76
0.00
234
234
177
0
251
251
190
0
61
1) AED .,.,-.n
23
522
Envelope loss/gain
1654
1498
2077
3029
12
a) Infiltrallon
391
110
717
202
b) Room ventilation
0
0
0
0
13
Interned gaiinsc O=pants @ 230
3
690
2
460
Applianoes a 1200
0
0
0
0
Subtotal (lines 6 to 13)
2045
2296
2794
3610
Less external load
0
0
a
0
transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
2045
2296
Z794
3690
15
Duct loads
1 0%1
0%1
0
0
0%
0%
0
0
Toted room load
2045
2296
Z794
3690
Air required (cfm)
I
1
1 147
137
201
221
Printout certified by ACCA to meet all reauirements of Manual J 8th Ed.
Right-Suiteg Universal 71.08 RSUC8101 201 1-MayA8 09:22:02
CAD=ments end SeftingslNikki-Wy DocumentsWrightsoft HVACIALUEN, PETER & CARLA.rup Calc = MJ Page 2
�AYC Job:
Right-J@Worksheet Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN., Fr. PIERCE, FL 34946 Phone: 772-466-6799 Fax T72-466-6796 Emil: QUICKCALGS@AOL.COM
I
Room name
NEWBEDROOM3
2
Exposed wall
28.0 ft
3
Ceiling height
9.0 ft heatf000l
4
Room dimensions
1.0 x 190.0 It
6
Rom shea
190.0 ft,
Ty
Construction
U-value
Or
HTM
Area (112)
Load
Area
Lead
number
(Btuhtft-F)
(Btij[Vft2)
or perimeter (111)
(Btuh)
or perimeter
H;t
�Clol
Gross
N/P/S
Heat
Cool
Gross
MP/S
Heat
Cool
6
W
13A-4ocs
0.143
n
4.00
2.55
126
126
505
321
T-0
13A-4=
0.143
e
4.00
2.55
0
0
0
0
1100
0.390
e
10.92
11.31
0
0
0
0
Y-0
13A-4ocs
0.143
a
4.00
2.55
0
0
0
0
1�
IA-clom
1.270
a
35.56
34.77
a
0
0
0
IL13A-4=
0.143
w
4.00
2.55
126
ill
444
283
-0
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1.270
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35.56
91.12
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0
533
1367
c
16B-30ad
0-032
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0.90
1.68
190
190
170
319
F
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0.027
-
0.76
0.00
190
190
144
0
61
C) AED exaursion
629
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1796
2818
12
a) Infiltration
609
171
b) Room ventilation
0
0
13
Internal gains: Occupants @ 230
2
460
Appliances @ 1200
0
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2405
3449
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15
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0
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173
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CADocuments and SetfingsXNikkL_2UyD=ments\Wrightsoft HVACIALLEN. PETER &CARLArup Cadc=MJ Page 3
or
Standard Load Calculation
969 6e,04--Y-1
LAI
��*Opy
IF , '�' 0
z Load
Minimum Numl
of Branch Circuits Ri
�i :14 q Vi
VA=
Total
9742 VA
8742 / 120 volts=
72.85
amps
72.8S / 15 amps =
5
circuits
72.85 / 20 amps=
4
circuits
Small
2 Small appliance -circuits @ 1500 VA = 3000 VA
Total 3WO VA
LaundrvLoad
Circuit 0 1500 VA =
ISOD VA
Total Load Subject To Demand Factor 24984
Demand Factor
Ist 3000 VA @ 100% 3000 VA
Result to 120,000 VA @ 35% 7694 VA
over 120,000 VA @ 25% VA
NetLoad 10694 VA
Appliances , Fastened In Place (Other Than Cookln& DrVers, Heat, and AQ
I
Standard 120 Volt Microwave
2800 VA
230 Volt Oven / Microwave
0 VA
1
Dishwasher
1800 VA
I
I HP Disposal
1840 VA
I
I HP Pump
1840 VA
2HPPUmp
0 VA
IHPGDO
0 VA
Pool Heater @ .20 VA Per BTU
0 VA
Gate Operator
0 VA
Landscape Lighting Fixtures @ 75 watts
VA
Elevator 2HP Plus Controls
0 VA
450D Watt Storage Water Heater
0 VA
Total
7280 VA
Demand Factor For Four or More
75%
Appliance Demand Load S460 VA
Z000/T000 01 HanaRTIag +tqToTz9zLL XVd KVgC:TT ITOZ/LT/OT
Cooking Appliances
Appliance Not Over 12 KW 8DDO
Appliances NotOver 12KW 11000
Total VA
Electric Dryers
Dryer(s) Not over 5000 VA (up to 4) SODO VA
Total SM VA
Fixed Electric Saace meatinr
I S KW Heat Strips in A/H With Blower 5414 VA
8 KW Heat Strips in A/H With Blower 0 VA
1 10 KW Heat Strips in A/H With Blower 10506 VA
Total IS920 VA
Heat PUMPS
1.5 Ton Heat Pump
0 VA
2 Ton Heat Pump
0 VA
2.5 Ton Heat Pump
0 VA
3 Ton Heat Pump
0 VA
3.5 Ton Heat Pump
0 VA
4 Ton Heat Pump
0 VA
5 Ton Heat Pump
0 VA
Toul 0 VA
Net Calculated Load 37074 VA
For 120/240 Volt 3-Wire Single Phase Service., 154AS Amps
ZOOO/ZOOO in DIMM HaRMTEIR
p� 2. W2-
+V9T6Tz9zLL YVA RVRC:TT TTOE/LT/OT
k ocz,19 21111 8:37AM
JBR EXTERIORS, INC 772.871.6377 P.1
ida anilding Code Online
Ws W M Lao Ma I Um ftoistr"
U2 Approval
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AMUMUMiz APWIMUm DOW
Fl.
FL107S3-R3
Appikation TYPe
Revision
Code Version
2007
Application Status
Approved
Comments
Amhlved
Product Manufacturer
Town and Country Industries,
Address/ftono/EmaB
400 West McNab Road
Ft. Lauderdale, rL 33309
(954) 493-8551
'tarrijow-alum.com
Authorived Signature Tom Johnston
torrd9tc-alum.carn
Technical Repramintative -MornaS B. Johnston
AddrM/Pharte/Emall 400 west McNab Rd,
Ft. Lauderdale, FL 33309
(954) 970-9M
toml0tc-alum-coM
Quality Assurance Representative
AddressiPphonefErnall
category
Subcategory
cDmpliance Meftd
Rorlda Engineer or Architect flame who developed the
Evaluation Report
Rorlda License
quaW Assurance Enth;V
quality Assurance Contract ExPlratic6 Date
Validated By
Certificate of Independence
an Re rt from a Florida Registered
Professional Engineer
-'A Evaluation Report - HardCopy Received
Vladimir John Knezevich
PE-10983
National Accreditation & Management Institute,
12/31/2011
ORLANDO L BLANCO, P.E.
�;, Validation Checidist - Hardcopy Received
Referenced Standard and Year (of Siandard) fitilluiaw
ASTM EISN
ASTM E1996
ASTM E330
TAS 201
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Y=
2005
200S
2002
L994
L994
1.994
I
Florida
Oct 19 2011 8:37SM
ri& 13uilding Code Online
Sectsons; from the Code
Product Approval Method
Date Submitted
Date Vallclated
Date PeMing FEC Approval
Date Approved
JBR EXTERIORS, INC 772.871.6377
Method I Optlon D
0910812010
10/1912010
99/20/2010
1012412010
Ufflits of Use rostall2itlon Inatructlons
APP1011 f0VWWlnHV"Z1YeS FL107rl R3 11 M-22 RLV2.odf 10M
ApPrGV6d for UGe outoldo HVH4. yes verMad By� V. John Knmvlcti PE
Ignpalct Radoant- Yes created by Independent7hird Party: Yes
Deogn ipressure: NIA Evaluefflon RapOrtN
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IN of NIN IN
ant
PERMIT #: 56-SF-I 359077
APPLICATION #: AP 1041211
STATE OF FLORIDA
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID:
CONSTRUCTION PERMIT RBCEXPT 0:
DOCUMENT a PR859AIta
Wry
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Peter Allen
PROPERTY ADDRESS:
LOT: 2
PROPERTY ID #:
909 Gopher Ridge Rd Fort Pierce, FIL 34982
BLOCK: SUBDIVISION:
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
340950600040005
EOR TAX 11) NMdBER3
SYSTE24 MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS or SECW3
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARIM
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD Or TIME. ANY CHANGE IN MATERIAL FAC-1
WHICH SERVED AS A 13ASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY 'I
PERMIT APPLICATION. SUCH. MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND Vol
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM' COMPLIANCE WITH OTHER FEDERP
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T 1 900 1 GALLONS GPD CAPACITY
A E I GALLONS GPD NIA CAPACITY
N GALLONS GREASE INTERCEPTOR CAPACITY DOYMM CAPACITY SINGLE TANK-1250 GALLONS]
K GALLONS DOSING TANK CAPACITY I I GALLONS @ E ]DOSES PER 24 ERE #pumps r
D 500 1 SQUARE FEET SYSTEM
R I SQUARE MET N/A SYSTEM
A TYP3,SYSTEM: 1XI STANDARD I I FIX.T.Vn MOUND
I CONFIGURATION: EXI THENCE[ END
H
F LOCATION OF BENCHMRRK: EXISTING FFE
I ELEVATION OF PROPOSED SYSTEM SITE E 0.00 1 ILINCRESY FT I E
E BOTTOM OF DRAINFXRLD TO BE E 30.00 3 1 FT] (
L
D FILL REQUIRED: C 6.00 1 INCHES EXCAVATION REQUIRED:
* jAdd 125 square feet to existing drainfield,
Excavate to code requirements
* Septic tank to be pumped and cerfified as structurally sound priorto Inspection
H
E
A
BENCMIARK/REFERENCE POINT
BENCHM1UWREFERENCE POINT
INCHES
SPECIFICATIONS BY: Tames C D)Lncan TITLE: Environmental Specialist XI
APPROVED BY: TITLE: Environmental Specialist 11 St. Lucie a
a -,� �Cgm V
DATE ISSUED: 08/119/201�%� EXPIRATION DATE 02119/2013
DR 4016, 08/09 (Obsoletes all prs�Ous editions which may not be used)
Incorporated: 64E-6.003, PAC Page 1 of 3
v 1.1.4 AP1041222 SESS0481
. t� e� �
STATE OF FLORIDA
DEPARTMENT OF HFiLLTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
Now System C X I Existing System Holding Tank
Repair [ I Abandonment Temporary
APPLICANT:
AGENT: Alexander J.
Pi.azza PSM,
Inc.
TE
MAILING ADDRESS: 619
SW BILTMORE ST,
Port St. Lucie,
Florida 34983
PERMIT NO.(23 07 &
DATE PAID:
FEE PAID:
RECEIPT #:
Innovative
TO BE COMPLETED By Ap
PLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUC - TED
BY A PERSON LICENSED PURSUANT T6 489.105 (3) (m) * OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT!S RESPON ' SIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MK/DD/yy) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
I
PROPERTY INFORMATION
LbT:2 — SUBDIVISION MIDDLE FORK SUBDIVISION PLATTED: DATE
2007
PROPERTY ID
[Sect±ofi/Township/Range/Parcel No.] ZONING:
PROPERTY SIZE 0.529 ACRES [Sqft/435601 PROPERTY WATER SUPPLY: EXI PRIVATE E-3 PUBLIC
PROPERTY STREET ADDRESS: 909 GOPHER RIDGE ROAD
DIRECTIONS TO PROPERTY: SEE Z-W
BUILDING INFORMATION X RESIDENTIAL
Unit Type of No. of, Building
No Establishment Bedrooms hE22,js�t
I Residential 3 —3Yf4
2
� 3
4
I I COMMERCIAL
Co-"eraial/Inst±tut-ional System Design
C X I Garbage Grinders/Disposals
J,�SP Hot Tubs
Ultra -low Volume Flush Toilets jb�;her (,5pscify)
APPLICANT'S SIGNATURE:
DH 4015, 10/97 (Previous Editions Be U , s ed)
AJP JOB#: 06-0351
F100r/Equipment Drains
DATE: 6-24-11
Page 1 of 3
STATE OF FLORIDA PERM[IT
DEPARTMENT OF HERT-TH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
APPLICANT: PETER AILEN AGENT: Alexander J. Piazza Inc.
LOT: 2 BLOCK:— SUBDIVISION: MIDDLE FORK SUBDIVISION
PROPERTY ID # [Section/Township/Pareel No. or Tax ID Number]
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEI-MNT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS
MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE AT-T-ITEMS.
PROPERTY SIZE CONFOP14S TO SITE
PLAN: [ X ] YES [
I NO NET USABLE AREA AVAILABLE: 0.529 ACRES
TOTAL ESTIMATED SEWAGE FLOW:
Soo GALLONS
PER DAY [RESIDENCES -TABLE
l/02HER-TABLE23
AUTHORIZED SEWAGE FLOW:
GALLONS
PER DAY [1500 GPD/ACRE OR
2500 GPD/ACRE]
UNOBSTRUCTED AREA AVAILA33LE:
750 SQFT
UNOBSTRUCTED AREA REQUIRED:
SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE is
FIR�50�1
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100 FT DITCHES/SWALES: is FT NORMALLY WET? I I YES X I NO
WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NON -POTABLE: 50 FT
BUILDING FOUNDATIONS: 6 FT PROPERTY LINES: 10 FT POTABLE WATER LINES: 100 FT
SITE SUBJECT TO FREQUENT FLOODING: YES [ X ] No 100 YEAR FLOODING? [ ] YES [XI No
100 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION:_FT MSL/NGVD
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES: TO
OBSERVED WATER TA13LE: 40+ INCHE . S [ABOVE / BELOW] EXISTING GRADE.
ESTIMATED WET SEASON WATER TABLE ELEVATION: — INCHES [ABOVE
HIGH WATER TABLE VEGETATION: E I YES No MOTTLING: YES
SOIL TEXTURE/LOADING RATE FOR SYSTEM S;�Aw:
13RAINFIELD CONFIGURATION: TREN
REK&RKSADDITIONAL 1x
CRITERIA:
SITE EVALUATED BY:
DH 4015, 10/96 (Replaces HRS-H Fo= 4015-_[p-� �' ,, -�VN'
ageP "'j;e used)
�-ch' �W
AJP JOB#: 06-0351
TYPE:IPERCHED / APPARENT]
BELOW] EXISTING GRADE
NO DEPTH: INCHES
— DEPTH OF EXCAVATION: INCHES
OTHER (SPECIFY)
X)ATE: 6-24-11
Page 3 of 3
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITz szwAGE TPEATMENT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
wipLicaNT: Peter Allen
PROPERTY ADDRESS: 909 Gopher Ridge Rd Fort Pierce. FL 34982
_10ii 2__
PROPERTY 33) #'
- BLOCK: - - - I - -- SUBDIVISION:
PERMIT #: 56-SF-I 359077
APPLICATION #:AP1041211
� DATE PAM:
FEE PAM:
RECEIPT #:
DOCUMENT #: PR852459
jszCTXON, TOWNSHIP, RANGE, PARCEL NUMBERI
340950600040005 JOR TAX XD NUMBERI
'SYST . EK MUST BE CONSTRUCTED IN AccoRnmcz WITH SPECIFICATIONS AND STANDARDS OF . SECT3
391.0065, F.s., AM CHAPTER 64E-6, F.A.C. DZEARTMEgT APPROVAL OF SYSTEM DOES NOT GUARAN9
psax --OF—TndE.--- --ANY _-CHANGE-_ 34 MATERIAL FAC9
SITISFACTORY—PERFORMANCE--FOR ---ANY - SPEC'F 1C - 01)- -7- --- --
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PEPMITI REQUIRE THE APPLICANT TO MODIFY I
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT 33q THIS PH RMIT BEING MADE NULL AND V02
ISSUANCE OF THIS PERMIT DOES. NOT FJ31dPT THE APPLICANT FROM COMPLIANCE WITH OTHER FIDERA
STATE, OR LOCA . L PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY'
SYSTEM DESIGN AND SPECIFICATIONS
T, E
60() 3
GALLONS GPD
CAPACITY
A E
I
GALLONS GPD N/A
CAPACITY
V* E
GALLONS GREASE INTERCEPTOR CAPACITY
[MAXn-MM CAPACITY SINGLE TAM:1250 GALLONS3
X_ [
GALLONS DOSING TANK CAPACITY I
I ]GALLONS @r ]DOSES PER 24 HRS #Pum ps E
D E 500 1 SQUARE, FEET SYSTEM
R 1 3 SQUARE FEET. N/A SYSTEM
A TYPE SYSTEM: EXI STANDARD E 3 FILLED .1 3 MOUND
I CONFIGURATION: Ex3 TRENCH
BED
N
F LOCATION OF BENCHMARK: EXISTIN[G FFE
I ELEV ATION OF PROPOSED SYSTEM SITE C 0.00 3 r� FT 3 C ABOVE 4MLOWPBENCM-MWItEFERENCE POINT
E BOTTOM OF DRAXNFIELD TO BE E 30.00 11 FT I [ ABOVE 1� BENCHMARK/REFEREN . CE POINT
L
D 'FILL REQUIRED: E 6.001 INCH . ES EXCAVATION SHQUnMD: I I INCHES
Add 125 square feet to existing drainfield
0 Excavate to code requirements
T Septic tank to be pumped and certified as structurally sound prior to inspection
H
E
R
SPECIFICATIONS BY: Tames C Djeican -.s . TITLE: Environmental Specialist 11
APPROVED BY: � - r—J �A J TITLE: Environmental Specialist 11 St. Lucie a
DATE ISSUED: 08fl 9)2 EXPIRATION DATE: 02119/2013
DR 4016, 08/09 (Obsoletes all previous editions which may not be used) Page I of 3
Incorporated: 64E-6.003, FAC V 2.1.4 . AP1041211 SESS0481 -
OSTATE OF FLORIDA
DEPARTMENT OF REA1 TH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
A2PLICATION FOR:
New System X Existing System
Repair Abandonment
APPLICANT: PETER ALLEN
PERMIT NO.QSV:�I_IVVIA�7'
DATE PAID:
FEE PAID
RECEIPT #:
Holding Tank I
Temporary I
AGENT: Alexander -J.
Piazza-PSH,--Inc.-
TE
MAILING ADDRESS: 61.9
SW BILTMORE ST,
Port St. Lucie,
Florida 34983
Innovative
1-772-a46-+7e0-_
TO BE COMPLETED BY APPLIC.MT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO, 489.105 (3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MK/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 2
MIDDLE FORK SUBDIVISION
DATE
PIATTED: 2007
PROPERTY.11) [Sect�.ion/To�sh:Lp/Range/Pareel No.] ZONING:
PROPERTY SIZE 0.529 ACRES [Sqft/43560] PROPERTY WATER SUPPLY: [X] PRIVATE [-I PUBLIC
I
PROPiRTY STREET ADDRESS: 909 GOPHER RIDGE ROAD
DIRECTIONS TO PROPERTY: SEE MAP
BUILDING INFORMATION C X.3 RES13DENTIAL COMMERCIAL
Unit Type of No. of. Building Comnerclal/ Ins titut±onal System Design
No Establishment Bedrooms Area Sqft TILbA.1, Chapter 64E-6, FAC
1 Residential 3 33e4p.-
2. 71
3
4
X Garbage Grinders /Disposals 1.%S6eis Hot Tubs Fl1oor/E"L'._4p=e't Drai�.
Ultra -low Volume Flush Toile" k� J''b�her tSpecify)
APPLICANT'S SIGNATURE:
ion
DH 4015, 10/97 (Previous Edit' s 9 Useci)
AJP JOB#: 06-0351
DATE: 6-24-11
Page I of 3
STATE OF FLORIDA PERMIT
DEPARTMENT OF,EMALTH
ONSITE SEWAGE:TREATMENT AND DISPOSAL SYSTEM
I
SITE EVALUATION AND SYSTEM SPECIFICATIONS
APIMICANT: PETER ALLEN AGENT: Alexander J. Piazza Inc.
LOT: 2 BLOCK:— SUBDIVISION. MIDDLE FORK SUBDIVISION
PROPERTY ID # [Section/Township/Parcel No. or Tax ID Number]
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS
MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAT EACH PAGE OF SUEMITTAL. COMPLETE AT-1 ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: [ X I YES [ ] NO NET USABLE AREA AVAILABLE: 0.529 ACRES
TOTAL ESTIMATED SEWAGE FLOW: Boo GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21
AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACREI
UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: SQFT
BENCM-MRK/REFERENCE POINT LOCATION: EXISTING FINISHED FLOOR
ELEVATION OF PROPOSED SYSTEM SITEIS 81, [INCHES/FT] [ABOVE/BELOW] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 100 FT DITCHES/SWALES: 15 FT NORMALLY WET? [ I YES f X I NO
WELLS: PUBLIC: 200 FT LIMITED USE: 100 FT PRIVATE: 75 FT NOI-T-POTABLE: 50 FT
BUILDING FOUNDATIONS: 6 F T PROPERTY.LINES: 10 FT POTABLE WATER LINES: 100. FT
SITE SU33JECT TO FREQUENT FLOODING:' f ] YES [ X ] NO 100 YEAR FLOODING? I YES EX] NO
100 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIE SERIES:
ou�� e�vx�� ��Mu�uv ��,xz 4
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
OBSERVED WATER TABLE: 40+ INCHES [ABOVE / BELOW] EXISTING GRADE. TYPEz.[PERCHED / APPARENT3
ESTIMATED NET SEASON WATER TABLE ELEVATION: INCHES [ABOVE BELOW] EXISTING GRADE
HIGH WATER TABLE.VEGETATION: YES NO MOTTLING: YES NO DEPTH; INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM S;
DEPTH OF EXCAVATION: INCHES
.DRAINFIELD CONFIGURATION: TRENq4D
�4 17--BED OTHER (SPECIFY)
REbUUM/ADDITIONAL CRITERIA: "N'
SITE EVALUATED BY: DATE: 6-24-11
icdk-\, "!.used) Page 3 of 3
DH 4015, 10/96 (Replaces HM-H Form 4015 rpage
AJP JOB#: 06-0351
EN 91NEERING COVER SHEET
Job Number: 22350
.jPermitNumber: Miscellaneous:
The information in this box is for administrative purposes only and is not part of this engineering review.
Truss Fabricator: EAST COAST TRUSS
npqiqn CrUpron,
Building_Code:
FBC 2007 RES
2' rlustbmer: JEFF PEDERSON
Load—DOL
1.33
Wind
ASCE 7-05
Job Description: PETER ALLEN ADDITION
—Standard:
Wind_Load_Type:
MWFRS
Location: St. Lucie
Wind Speed:
140
Notes: Please see individual truss design drawings for load criteria,
Wind Exposure:
Closed
applicable codes, specific loading and ITVV BCG View version
Wind
Residential - CAT 11
number.
—Usage:
, lb
Date: 5/16/2011
Loading:
Roof—TC—LL:
30
Roof—TC—DL:
15
Roof—BC—LL:
0
Roof—BC—DL:
10
55
Floor—TC—LL: 20
Floor TC DL 7
Floor BC LL: 0
Floor—BC—DL: 10
Pane I ID I Date Paqe I ID I Date. Page I ID I Date.
1
AOIG
511612011 2
A02
511612011 3
A03
511612011
4
A04
5/1612011 5
A05
511612611 6
A06
511612011
7
A07
511612011 8
A08
511612011 9
A09
511612011
10
A10
511612011 11
A11G
511612011 12
Bol
511612011
13
B02G
511612011 14
C01G
5/16/2611 15
CO2
511612011
16
FG1
511612011 17
VA
5116/2011 18
VB
611612011
19
VC
511612011 20
VD
5/1612011 21
VE
5/1612011
22
VF
511612011 23
VG
511612011 24
VH
511612011
25
MVA
511612011 26
MVIB
5/1612011 27
Mvc
5116/2011
28
MVD
5/1612011 29
MVE
511612011 30
MV6
511612011
31
MV4
511612011 32
MV2
5116/2011 33
EJ7
5116/2011
34
CJ5
5116/2011 35
CJ5A
511612011 36
CJ3
5116/2011
37
C.13A
511612011 38
CJ1
511612011 39
C.11A
511612011
40
CJA
511612011 41
CJB
511612011 42
cic
5/16/2011
43
CJD
511612011 44
WE
5116/2011 45
CJF
511612011
46
CJG
511612011 47
HJ7
5/16/2011 48
HJ7A
511612011
49
HJA
5/16/2011
A Professional Engineer's Seal affixed to this index sheet indicates the acceptance of professional
Engineering responsibilities for individual truss components fabricated in accordance with th'e listed and
attached Truss Specification Sheets. Determination as to the suitability ofthese individual truss
components for any structure is the responsibility of the Building Designer, as defined inANSIr-Pl 1-
2002, Section 2.2 Permanent files of the original Truss Specification Sheet are maintained by EAST
COAST TRUSS. Questions regarding this Index Sheet and/or the attached Specification Sheets may
be directed to the truss fabricator listed above.
Page I of 1
Date: 5116/2011
01xWJW).Jl,lrV ILK AL�Iv AUDI I KJN I AUIU
Top chord 2x6 SP #2:TIZJx4 SP #1: 1
Bot chord 2x6 SP SS
Webs 2x4 SP #3M3 2x6 SP #2::W4 2x4 SP #1:
-W6 2x4 SP #2:
Special loads
-(Lumber Dur.Fac.=1.33 I Plate Dur.Fac.=1.33)
TC- From 90 pff at -1.61 to 90 pit at 7.00
TC- From 45 plat 7.00 to 45 pit at 19.00
TC- From 45 pit at 19.00 to 45 plf at 27.67
TC- From 45 pif at 27.67 to 45 pif at 39.67
TC- From 90 pit at 39.67 to 90 pit at 48.28
BC- From 20 pit at 0 ' 00 to 20 pit at 7.04
BG- From 10 pif at 7.04 to 10 pit at 12.00
BC- From 10 pif at 12.00 to 10 pit at 23.33
BC- From 10 pif at 23.33 to 10 pff at 34.67
BC- From 10pifat34.67to lOpffat39.61
BC- From 20 olf at 39.61 to 20 pill at 46.67
TC- 460.27 lb Conc. Load at 7.03
TC- 265.74 lb Conc. Load at 9.06,11.06.13.06,15.06
17.06.19.06,21.06,22.33,23.60.25.60,27.60,29.60,31.60
33.60,35.60.37.60
TC- 285.14 Ito Conc. Load at 39.61
TC- 400.00 lb Conc. Load at 46.17
BC- 945.29 to Conc. Load at 7.04
BG- 320.76 to Conc. Load at 9.06.11.06,13.06,15.06
17.06,19.06,21-06,22.33,23.60,25.60,27.60,29.60,31.60
33.60,35.60,37.60
BC- 2000.18 to Conc. Load at 39.61
Wind reactions based on MWFRS pressures
In lieu of structural panels or rigid calling use purIns:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 22 -1.56 39.67
TC 111 39.67 48.22
SC 83 0.15 46.67
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcument with design gravity loads.
11115 UW1J. FKI,F�1,1) BY I M, ALVINI, JUIJ Ul,bIbNt,K
Nail Schedule:0.131'xW nails
Top Chord: 1 Row @10.50"o.c.
But Chord: 1 Row @ 9,25' o.c.
Webs : I R" @ 4' o.c.
Use equal spacing between rows and stagger nails
in each now to avold splitting.
(1) 1/2" bolts MAY BE USED FOR (2) 0.131"x3" nails ON
THE BOTTOM CHORD ONLY.
140 mph wind, 15.00 it mean hill, ASCE 7-05, CLOSED bidg, not located within 6.50 It from roof edge. CAT 11, EXP B, wind TC
DL=4.2 Pat, wind BC DL=5.0 psf. lw-1.00 GCpi(-/.)=O, 18
Right cantilever is exposed to wind
Bottom chord checked for 10.00 Pat non-conciment live load.
Defection meels U240 live and L/I 80 total load.
WARNING: Furnish a copy of this DING to the installation contractor. Special care must be taken during handling, shipping
and Installation of trusses. See "WARNING" note below.
32a' T
46-11'
R=5WI# �=1233# RL=14N.142# W=r10 R=111532# U4,16M W=-7-10
SEQ = 112681
PLT. TYP.-WAVE DESIGN CRn-FBcZG7REim1`1-M `Um� OWMY NO� QTY= I PLIES= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE =O. 1021
-WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWING
Morris A. Shashoua
-IMPORTANT' FURNISH THIS DRAWING TO ALL CONTMCTORS INCLUDING THE INSTALLERS,
P.E.Lioense;V 10554
TC LL 30.Opsf
REF
TC DIL 15.0PSf
DATE 05-16-2011
BC DL 1 0.0psif
DRWG
EIC LL O.Opsf
LVA
TOT.LD. 55.0psf
CIA LEN. 460800
d�
DUR.FAC. 1.33
JOB M 22350
EAST COAST TRUSS
MIT(AC)ILN't 'Y I'MRICE FIL 34916
0 M (772J4116-5=6
1908 NW 112th Ave
Pompano Beach, FIL
SPACING 24.0'.
TYPE HIPS
?i
Top chord 2XII SP #2
Be[ chord 2x4 SP #2 :B2 2x4 SID YI:
Webs 2x4 SID #3.W1 I 2x4 SP #2:
Right cantilever is exposed to wind
In lieu of structural panels or rigid Selling use pudins:
CHORD SPACING(IN OC) START(FT)
END(FT)
TC 34 -1.56
9.00
TIC 30 9.00
37.67
TC 120 37.67
48.22
BC 57 0.15
46.67
Truss checked for 2501 movable concentrated load along
Bottom Chord, nonconcurrent wth design gravity loads.
4X6
V�01
I . IS I.. I 1� I . n . I IG � c
140 mph wind, 15.00ft mean hgt, ASCE 7-05, CLOSED bldg, not locatedwithin 6.50ftfrom roof adds, CAT 11, EXP B, wind TG
DL=4.2 psf. wind BC DL=5.0 psf. 1,-I.00GCpl(-/.)=0.18
Whd reactions based an MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length of web member. Same species & SRB
grade or better, allached with Ed Box or Gun (0.1 13nx2Sn.mIn.)mfiIs @ 6n OC.
Bottom chord checked for 10.00 Pat non-concurrem live loed.
Deflection meets U240 live and U180 total load.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling. shipping
and installation of trusses. See 'WARNING" note below.
MWFRS loads based on trusses located at least 7.50 ft. fmm roof edge.
M
M
MCI
12
5
T1
qM1
'4"N
12X4
Mwh'l
OiXuAll
Elb,
El
sh"
im b--
Q 19
R=196I U=511# RL=1711-171#
Q!2)
LWA
M4M(R)
SEQ= 112701
PLT. TYP.-WAVE DESIGN CRIT-F13CMNEWPI-M 7MT- M(MY GO) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0. 1678
"WARNINGI" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUINNO THE INSTALLERS.
Morris A. Shashoua
PE.License # 19654
TC LL 30.Opsf
REF
DATE 05-16-2011
..:
1908 NW 112th Ave
Pompano Beach, FL
TC DL 15.0psIF
BC DL 1 0.0PSf
BC LL 0.0PSf
TOT.LD. 55.Opsf
DRING
EAST COAST TRUSS
GGZ OOE " M PARCE
I .. 01910
0 ra.. (M -53SG
LVA
O/A LEN. 460800
DURYAC. 1.33
JOB M 22350
SPACING 24.0"
TYPE HIPS
)b-
Top chard 2x4 SP #2 -.T2f2x4 SP #1:1
But chord 2M Ste #1 :B2 2x4 So SS: :B4 2.4 SP #2:
Webs 2x4 SP #3
Right cantilever is exposed to wind
In lieu of structural panels or rigid wiling use pudins:
CHORD SPACING(IN OC) START(FT)
END(FT)
TO 35 -1.56
11.00
TC 38 11.00
35.67
TC 110 35.67
48.22
BG 67 0.15
46.67
Truss checked for 250# movable concentrated load along
Bottom Chord, nonwncurrent with design gravity loads.
46-W
R=194W U=508# RL=1991.19W W=7'10
. �.. —�. I — - .' "" "' v '- �
14G mph wind, 15.00ft mean hill, ASCE 7-05, CLOSED bldg. not localedwithin6.50ft .7. mf.d6.1�CTT 11, E`XP 8,!WndTC
DL=4.2 psf, wind SC DL=5.0 psf. w=-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or 1x4 'r brace. 80% length of web member. Same species & SRB
grace or better, allached with Rd Box or Gun (0.1 13�x2S',mln.)nalls @ 6- OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
and installation of trusses. See "WARNING" note below,
MWFRS loads based on trusses located at least 7.50 ft. from mof edge.
R=US7# U=77M W=7"10
11.
11 6
SEQ = 112709
PLT. TYRMAVE DESIGN CR1T-FBCa0MESM`�= "M- M(MY QTY=l TOTAL=1 REV. 10.02.06.1129.12 SCALE =O. 1678
—WARNINGI" READ AND FOLLOWAILL NOTES ON THIS ORAVVINGI
'IMPORTANT'
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS DRAWING TO ALL CORTWTOM INCLUDIN9 THE INSTALLERS.
P.E.Uwnse # 19554
TG CIL 15.Opsf
DATE 05-16-2011
��=aw
BC DL 1 0.0PSf
CIRWG
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 460800
EAST COAST TRUSS
DURYAC. 1.33
JOB #: 22350
VMS LUCIE VP ?IERM FL U946
1908 NW 112th Ave
SPACING 24.0"
TYPE HIPS
OFMCE!.(�2l4j�L246n.
Va (M)460-533a
Pompano Beach, FL
lob:(22350) JEFF PEDERSON,PETERA-LEN AUDI I IUN I AU4
Top chord 2x4 SP #2 ir
But chord 2x4 SP #1 ;B2 ZX4 SP SS: :B4 2x4 SP #2:
Webs 2x4 SP 93
Right cardilever Is exposed to wind
In lieu of structural panels or figId ceiling use purns:
CHORD SPACING(IN OC) START(FT)
END(FT)
TC 35 -1.56
13.00
TC 34 13.00
33.67
TC 108 33.67
48.22
Be 69 0.15
46.67
Truss checked for 250# movable concentrated load along
Bottom Chord, nonconcuffent with design gravity loads.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 It from root edge, CAT 11, 6P 13, W,d TC
DL=4.2 psf, wind Be DIL-5.0 Pat. Iw=1.00 GCpi(-t-)=0.18
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length of web member. Same species & SRS
gracle or better, attached with Ed Box or Gun (0.1 M2.5-,mln.balls @ 6" OC.
Bottom chord checked for 10.00 Pat non-concument live load.
Defection meets U240 live and U180 total load.
WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken dtaing handling, shipping
and installation of trusses. See 'WARNING" note below.
MWFRS loads based on busses located at least 7.50 ft. from roof edge.
13' 20V .1,-
R=1946# U=607# RL=M7�M# W=710
11=3,1679 U=7764 W=r10
SEQ = 112716
PLT. TYP.-WAVE DES1GNCRM-F8c=REsrT�ZXQFrMUftv%"0) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.1678
"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWNOI
Morns A. Shashoua
30.Opsf
'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
P.E.Lloense 9 19554
TC LL
REF
DATE 05.16-2011
=== —0V (� == ====T=6=1.0=
TC CIL 15.0psf
�dv��,M yu�V�hMand��
BCDL 1 0.0PSf
DRWG
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 460800
EAST COAST TRUSS
DURYAC. 1.33
JOB #: 22350
lum' 1 31216
1908 NW 112th Ave
SPACING 24.0"
TYPE HIPS
-5336
owSCQ—F.�—.1
Pompano Beach, FL
A
. .......... .. . . . . .
Top chord 2x4 SP #2 ,
Bot chord 2.x4 SIG #1 :132 2x4 SIG SS::B4 2x4 SP #2:
Webs 2x4 SP #3
Right cantilever is exposed to vand
(b) Continuous lateral bradng equally spaced on member. Or 2xG -1- brace. 80% length of web member. Same species & grade
or better, attached Yfith 16d Box or Gun (O.135"x3.5",mm.)natIs @ VOC.
Bottom chord checked for 10.00 Pat non-concument live load.
Deflection meets U240 live and U18O total load.
WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
and installation of trusses. See VARNING" note be[=.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
R=1� U=2794 RIL=25�-25� W=r10
140 mph Wnd, 15.00 ft mean hgt ' ASCE 7-05, CLOSED bidg, not located wthin 6.50 ft from mot adds, CAT 11, EXP B, And TC
DL=4.2 lost. Wnd ED DL=5.0 psf. lw-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or IM -P'brace. 80% length of mb member. Same species S, SRB
grade or better. attached vAth 8d Box or Gun (0.1 1WX2.5%m!n.)naiIs @ 6" OC.
In lieu of structural panels or rigid ceiling use pudins:
CHORD SPACING(IN OC) START(M END(FT)
TC 35 -1.56 15.00
TC 44 15.00 31.67
TC 108 31.67 48.22
BC 68 0.15 46.67
Truss checked for 2500 movable concentrated load along Bottom Chord, nonconcurrent vvith design gravity loads.
R=aO67# 11=54M W=r1O
SECI= 112722
PI-T. TYP.-WAVE DESIGN CRff-FOCOONEENIP1 NX2 FNm- M(MY NO) QTY=1 TOTAL --I REV. 10.02.05.1129.12 SCALE =0.1678
-WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Morris A. Shashoua
30.Opsf
-iMPORTANT' FURNISH THIS DRAWING TO CONTFACTOM INCWDING THE INSTALLERS.
P.E.License # 19554
TC LL
REF
DATE 05-16-2011
T—
TC DL 15.Opsf
.�w
BC DIL 10.0PSf
DRWG
BC LL 0.0PSf
LVA
O/A LEN. 460800
TOT.LD. 55.Opsf
EAST COAST TRUSS
DUR.IFAC. 1.33
JOB M 22350
SN15 ST. EDGE I M Pa.. n. ON."
1908 MW I 12th Ave
SPACING 24.0"
TYPE HIPS
OMCL. (MhSS �248S% (MINGO-5334
Pompano Beach, Fl.
1LJ
Top chord 2x4 SP #2 1,
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Right cantilever is exposed to wind
In lieu of structural panels or rigid Dealing use purlins:
CHORD SPACING(IN OC) START(FT)
END(FT)
TC 35 -1.56
16.60
TC 43 16.60
30.06
TC 69 30.06
48.22
BC 61 0.15
46.67
Truss checked for 250# movable Concentrated load along Bottom Chord, nonconcument with design gravity toads.
11=19604 U=2M RL=27W-27" W=r10
140 mph wind, 15.00 It mean hgt. ASCE 7-05, CLOSED bidg, not located within 6.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. lw=1.00 GCpl(-/-)=O.l 8
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or lx4 '7 brace. 80% length of web member. Same species & SRB
grade or better, attached with Sol Box or Gun (0.1 13*x2.5",min.)naIIs (g 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Defection meets U240 live and U180 total load.
WARNING: Furrosh a copy of this DWG to the installabon Contractor. Special care must be taken during handling, shipping
and Installation of trusses. See "WARNING" note below.
MWFRS loads based on trusses Iccated at least 15.00 ft. from roof edge.
R=3,153# U=531# W=rI0
SEQ=: 112728
PLT.TYP.-WAVE DESIGN CRIT-FIK�RE�!= "MT. Gx(MY NSI QTY=1 TOTAL:=1 REV. 10.02.05.1129.12 SCALE =0.1678
-WARNINGI" READ AND FOLLOWALL NOTES CNTHIS DRAWINGI
Morris A. Shashoua
-IMPORTANT- FURNISH THIS DRAWING TOALLWNTRACTORS INCLUDING 'tHE INSTALIERS.
P.E.License IS 19554
TC LL 30.Opsf
REF
ED., ra� va� W TTT
TC CIL 15.Opsf
DATE 05-16-2011
N� xW I —Iry - SCSI.
BC DL 1 0.0PSf
10
DRWG
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 460800
EAST COAST TRUSS
DUR.FAC. 1.33
JOB #: 22350
to= 'T " 1. 11
1908 NW 112th Ave
24.0" 1TYPE
HIPS
OMME(Mw!!T�o U. (M)IGG-SISIG
Pompano Beach, FIL -.SPACING
sk
Top chord 2x4 SP #2 1-
Bot chord 2x4 SP #1 :B4 2x4 SP #2:
Webs 7x4 SP #3
Right cantilever is exposed to wind
(b) Continuous lateral bracing equally spaced an member. Or 2x4 'r brace. 80% length of web member. Same species S, grade
or better, attached with 16d Box or Gun (D135x3S`,min.)naiIs @ 6- OC.
Bottom chord checked for 10.00 psf nor�ooncurrent live load.
Deflection meets U240 live and U180 total load.
WARNING: Fumish a Copy of this DWG to the installation contractor. Special care must be taken doing handling, shipping
and installation of trusses. See 'WARNING" note below.
MAIMS loads based on trusses located at least 15.00 ft. finorn mof edge.
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 6.50 ft from mof edde, CAT 11, EXP B, wind TC
DL=4.2 lost, wind SO DL=5.0 par. lw-1.00 GCpl(-/-)=O. 18
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or 1 x4 "T" brace. 80% length of web member. Same species & SRB
grade or better. attached With 8d Box or Gun (0� I 13"x25,min.)nals @ 6" OC.
In lieu of structural panels or rigid ceiling use purlins:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 26 -1.56 15.00
TO 41 15.00 23.00
TC 42 23.00 26.21
TO 27 2621 28.46
BC 61 015 46.67
Truss checked for 250ft mo,,able concentrated load along Bottom Chord. nonconcuffent With design gravity loads.
19 W — 3-2-8 —
36-8,
16121
- , �8- t —
R=196001 U=VU Ri.=2991-3000 W=7'10 R=M53# U=5240 W=r10
SEQ= 112740
PLT. TYP.-WAVE DEMN CRITIFOONXIVIESTPI-20(2 "IRT, M(OxY NO) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.1678
-WARN(NGI'- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
N- R. . .
'13C.I.
U�.
:-M.B7,x BIG.
nwo..;
Morris A. Shashoua
P.E.License If 19554
1908 NW 112th Ave
Pompano Beach, FIL
TIC LL 30.Opsf
TC DL 15.Opsf
BC CIL 10. OPSf
BC LL 0.0PSf
TOTID. 55.Opsf
REF
DATE 05-16-2011
DRWG
I-NEERIO
EAST COAST TRUSS
UM 1 11916
LVA
O/A LEN. 460800
DUR.FAC. 1.33
JOB M 22350
SPACING 24.0"
TYPE SPEC
W
Top chord 2x4 SP #2 ,
But chord 2x4 SP #1 :133, B4 2x4 SIR #2:
Webs 2x4 SIP #3
Right cantilever is exposed to wind
(b) Continuous lateral bracing equally spaced on member. Or 2x6 -1- brace. 80% length of web member. Same species & grade
or better, attached wth 16d Box or Gun (0.11 3514.5',min.)nalls @ 6" OC.
Bottom chord checked for 10.00 psf non-conwirent five load.
Collection meets I five and Ul 80 total load.
WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping
and installation of busses. See 'WARNING" note below.
MWFRS loads based on tresses located at least 15.00 ft. from roof edge.
R=19NIN U=26" RL=3151�3161I VV=r10
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 6.50 ft from mGf adds, CAT il, EXP B, wind TO
DL=4.2 pat. vand SO Dl-=&O pat. w-11.00 GCpi(-/-)=O. 18
Wind reactions based on MWFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or 2x4 "r brace. 80% length of web member. Same species & grade
or better. attached with 16d Box or Gun (0.135"x3S",mm.)nai1s @ 6' OC�
In lieu of structural panels or rigid ceiling use pudins:
CHORD SPACING(IN OC) START(FT) l
TC 32 -1.56 13.00
TC 41 13.00 21.00
TO 62 21.00 27.33
TC 66 27.33 48.22
BC 69 0.15 46.67
Tress checked for 250# movable concentrated load along Bottom Chord, nonconcument with design gravity loads.
6 - 6A'
M
ROM
SEQ= 112747
PLT. TYP.-WAVE DESIGN CRIT-FIHS007RESEEPI M nMT- M(MYS(0) QTY=l TOTAL=1 REV. 10.02.05.1129.12 SCALE =0,1678
'*WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAVVINGI
-IMPORTANT- FURNISH THIS DRAVANG TO ALL CONTRACTORS INCLMINQ THE INSTALLERII.
. . . . .. cxlo�c.
nw-c-
Morris A. Shashoua
F.E.License # 19554
1908 NW 112th Ave
Pompano Beach, FIL
TC LL 30.Opsf
TC DIL 15.0PSf
BC DL 1 0.0PSf
BC ILL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
FAST COAST TRUSS
SIGNS M MOM In". R. PIERCE M 34946
OMM (M)IGO-240D FA (MM66-5335
DRWG
LVA
O/A LEN. 460800
DUR.FAC. 1.33
JOB M 22350
SPACING 24.0"
TYPE SPEC
li
Top chord 2x4 SP #2
Bot chord 2x4 SP #2:81 2x4 SP SS: :132 2x4 SID 91:
Webs 2x4 SP #3
Right cantilever is exposed to wind
(b) Continuous lateral bracing equally spaced on member. Or 2x6 'r' brace. 80% length of web member. Same spaces & grade
or better, attached with l6d Box or Gun (0.135"x3.5",min.)nails @ 6' OC.
Bottom chord checked for 10.00 Pat ncn�cancunrunt live load.
Deflection meets U240 rive and Ui8D total load.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken dudng handling, shipping
and Installation of trusses. See 'WARNING" note below.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
A�Sifiw
R�1946# U=MW RL-3151-310 Wz7'10
140 mph wind, 15.00 ft mean hgt, ASCE 7.05, CLOSED bidg, not located within 6.50 ft from roof edde, CAT 11, E�P B, wind TC
Dl-�.2 psf, wind BIG DL=5.0 psf. 1,-1.00 GCpi(+/-)=O. 18
Wind reactions based an MWFR8 pressures.
(a) Continuous lateral bracing equally spaced on member. Or I x4 "T" brace. 80% length of web member. Same species & SRI3
grace or better, attached with Ed Box or Gun (0.1 13�4.5",nun.)naffs @? S' OC.
In lieu of structural panels or rigid Ceiling use purins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 35 -1.56 11.00
TG 40 11.00 19.00
TC 38 19.00 27.33
TC 66 27.33 48.22
BIG 70 0.15 46.67
Truss checked for 250# movable Concentrated load along Bottom Chord. nonconcument with design gravity loads.
R=3467# U=525# VV=r10
PIT. TYP.-WAVE DESIGN oN(.YG(.) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.1678
"WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAVVINGI
'IMPORTANT'
Morris A. Shashoua
TC LL 30.Opsf
REP
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINO THE INSTALLERS.
T—
P.E.Llcense # 19554
TIC DL 15.0PSf
DATE 05-16-2011
-SCSI.
BIC DL 10. Opsf
DRWG
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 460800
EAST COAST TRUSS
-4
DUR.FAC. 1.33
JOB M 22350
6.5
1908 NW 112th Ave
SPACING 24.0"
TYPE SPEC
OFFICZ7 NO-=
Pompano Beach. FL
Top chord 2M SP #2 s
Bot chord 2x4 SP SS:B3 2x4 SP #1::84 2x4 SP #2:
Webs 2x4 SP 93
Right cantilever is exposed to wind
(b) Continuous lateral bracing equally spaced on member. Or 2x6 *T' brace. 80% length of web member. Same species & grade
or better. attached with 16d Box or Gun IS. I 35*x3.5*,mln.)nails @ 6" OC.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
and installabon of trusses. See "WARNING" note below.
MWFRS loads based an trusses located at least 15.00 ft. from roof edge.
9
k
R=1989Y U=237# RL-2881-300N V&-r10
I
10'4
ri,Iu�rvN, r�.G. Ir I
140 mph Wnd, 15.00 ft mean hgt, ASCE M5, CLOSED LIdg, not located within 6.50 ft from met edje, CAT 11, E6 13, wind TO
DL=4.2 lost, wind SO DL=5.0 psf. lw�-1.00 GCpi(-/-)=O. 18
Wind reacticns based on MWIFRS pressures.
(a) Continuous lateral bracing equally spaced on member. Or I x4 "T" brace. 80% length of web member. Same species & ERB
grade or better, attached with Ed Box or Gun (0. 1 13'x2.5%m!n.)najIs @ 6" OC�
In lieu of structural panels or rigid Selling use pudins:
CHORD SPACINGIN OC) START(FT) END(FT)
TC 34 -1.56 9.00
TC 35 9.00 17.00
TIC 42 1 7.00 27.33
TIC 62 2733 46.67
BC 75 0.15 46.67
Truss checked for 2504 movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads.
R=32W U�530 W=rlO
btu = 112112
PLT. TYR-WAVE DESIGN CR91F8CMME�F= I`uRT- os(�Y DO) QTY=1 TOTAL=1 REV. 10.02.06.1129.12 SCALE =0.1730
-WARNINGI" READ AND FOLLOWALL NOTES ON THIS DFAI
-IMPORTANT' FURNISH THIS DMINING TOALL CONTRACTORS INCLUDING THE INSTAUERS.
GVsCG:
Morris A. Shashoua
P.E.License IS 19554
1908 NW 112th Ave
Pompano Beach, I'L
TC LL 30.Opsf
TC DL 15.0PSf
BC DL 10.0PSf
BIC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05A6-2011
DRWG
EAST COAST TRUSS
WEs LUCIE
ENS ". PTERCE M 349IG
0 IM ("nNG6-533S
LVA
O/A LEN. 460800
DUR.FAC. 1.33
JOB #:22350
SPACING 24.0"
TYPE SPEC
..........
Top chord 2x4 SP 42
Bot chord 2x4 SP #2:BI 2x6 SP SS::82 2x4 SP 01:
Webs 2x4 SP #3
Special toads
---- (Lumber Dur.Fac.=1.33 I Plate Dur.Fac.=1.33)
TG- From 90 pff at -1.61 to 90 pff at 7.00
TC- From 90 pit at 7.00 to 90 plf at 15.00
TC- From 90 pff at 15.00 to 90 pit at 27.33
TG- From 90pffat27.33to 90pffal,16.67
BC- From 20 pit at 0.00 to 20 pit at 46.67
TC- 460.27 Itt Conc. Load at 7.03
BC- 945.29 lb Conc. Load at 7.05
BC- 2182.53 It, Conc. Load at 7.87
In lieu of structural panels or rigid calling use pudins:
CHORD SPACING(IN OC) START(FT)
END(FT)
TC 23 -1.56
7.00
TC 31 7.00
15.00
TC 61 15.00
27.33
TC 105 27.33
46.67
BC 107 0.16
46.67
7-
R-I� U=1116Af W=rI0
.rt..
2 Complete Trusses Required
Nall Schedule:0.131"),3" rails,
Top Chord: I Row @12.00" o.c.
Bot Chord: I Row @12.00' o.c.
Webs : 1 Row @ 4� o.c.
Use equal spacing between rows and stagger nails
in each raw to swoid splifing.
140 mph wind, 15.00 it mean hgt, ASCE 7-05, CLOSED bidg, not located within 4.50 it from roof edge, CAT It. EXP B, wind TC
DL=4.2 Pat, wind BC DL=5.0 psf. Iw=-1.00 GCpl(-/-)=0.18
Wmd reactions based on MWFRS pressures.
Right cantilever is exposed to wind
(a) Continuous lateral bmcing equally spaced on member.
Deflection meets U240 live and U180 total load.
WARNING: Finnish a copy of this DWG to the installation contractor. Special care must be taken during handling. shipping
and installation of trusses. See 'WARNING" note below.
R-taiatt U=9� W=r10
tit:u = I 12bbb
PLT. TYP.-WAVE DEtrett CRff-nCoxRRESM`�="AT'M(MYW) OTY= 1 PLIES= 2 TOTAL= 2 REV. 10.02.05,1129.12 SCALE =0.1730
-WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
'IMPORTANT' FURNISH THIS OMWING TO ALL CONTRACTCRS INCLUDING TKE V16TALLERS.
T-�.- "'
foo- . .. -of ecs, ==-= ==:VTP=Z' 1. V*
or to W" W tt-t, f�. 1�11M �11 o-t. lampo, bntore Mr BCS1,
U,= too
1� sooM Comx� G-o M. total lot loo for, 1-..
MY � to t- h �o- � M smi 1. " W jttm,
Morris A. Shashoua
P.E.Ucense If 19554
1908NW112thAve
Pompano Beach, FIL
TC ILL 30.Opsf
TC DIL 15.0psf
BC CIL 1 O.Opsf
BC LL O.Opsf
TOT.I-D. 55.Opsf
REF
DATE 05-16-2011
DRWG
T
EAST COAST TRUSS
LVA
O/A LEN. 460800
DURYAC. 1.33
JOB M 22350
SPACING 24.0"
TYPE SPEC
Top chord 2x4 SIG #2 1
Sot chord 2x4 SIG #2:132 7x4 SID #1:
Webs 2x4 So #3
Right cantilever is exposed to wind
(a) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length ofweb member. Same species & SRB
grace or better. attached with Sol Box or Gun (0.1 13"x2.5",mIrU)naiIs @ 6" OC.
In lieu of structural panels or rigid ceiling use pudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 41 0.00 19.33
TIC 71 19.33 38.67
BC 75 0.13 38.67
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads.
. ... -`.- 1-1- . I . - --- -D --j- '-- 1-11 . � ... - I
140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from mof edgq., CAT 11, E�fp B, wind TC
DL=4.2 psf, wind BC DL=5.0 psf. lv�-1.00 GCpl(-/-)=0.18
VNind reactions based on MWFRS pressures.
(H1) = (J) Hanger not calculated (2)2xG So #2
supporting member.
(b) Continuous lateral bracing equally spaced on member. Or 2A 'T" brace. 80% length of web member. Same species & grade
or better, attached with 16d Box or Gun (0.135"4.5".mli @ 6* OC.
Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24".,Mde clearance.
Bottom chord checked for 10.00 psf nor,concument rive load.
Deflection meets L1240 live and Ul 80 total load.
MWFRS loads based on trusses located at least 15.00 ft. from mof edge.
9-4- 1914.
%ty
W8.
R=1�1# U=236# RL=25W.258# R=3072# U=�54B W=r10
H= HI
SEQ= 112644
PLT. TYP.-WAVE DESIGN CRff-RCZXGRESffPI-aQ2 "AL-MMYSID) QTY= 3 TOTAL= 3 REV. 10.02.05.1129.12 SCALE =0.2155
'VARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWNGI
'IMPORTANT-
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS ORMNING TO ALL CONTWTCRS INCLUDING THE INSTALLERS,
P.E.License 4 19554
TO CIL 15.Opsf
DATE 05-16-2011
BC DIL 1 0.0PSf
DRWG
LVA
BC LL 0.0PSf
T
11w B.,,LnD G-=Gtp C.
TOT.LD. 55.0PSf
O/A LEN. 380800
CIURTAC. 1.33
JOB #: 22350
EAST COAST TRUSS
5206 ST. LUCIE BLVD. M PIERCE M
1908NW112thAve
SPACING 24.0"
TYPE SPEC
A . So .... , , (M),M-'
Pompano Beach, FL
Top chord 2X4 SP 42
Bot chord M SP 02
Webs 2x4 SP #3
Special loads
—Lumber Dur.FaC-1.33 I Plate Dur.FaI
TC- From 90 pit at 0.00 to 90 pit at 7.00
Be- From 10 pit at 0.00 to 10 pit at 7.00
Be- 1441.32 lb Canc. Load at 1.06. 3.06, 5.06
Wind reactions based on MVVFRS pressures.
(Hl) III: (J) Hanger not Calculated (2)2x6 SP SS
supporting member.
Deflection meets U240 live and U180 total load
41
In
EI
I
PLT. TYP.-WAVE
R=28419 U=520 W=TlO
DESIGN
2 Complete Trusses Required
Nail Schedule:0.131"x3" nails
Top Chord: 1 Rov, @12.00" D.C.
Bot Chord: 2 Rows @ 5.50" D.C. (Each Raw)
Webs : 1 Row @ 4' D.C.
Use equal spaciing between rows and stagger nails
in each row to avoid spritfing,
(1) 112" bolts MAY BE USED FOR (2) DI nails ON
THE BOTTOM CHORD ONLY.
140 mph wmd, 15.00 it mean hgt, ASCE 7-05, CLOSED bldg. not located within 4.50 it from noof edge, CAT It. EXP B. wind TO
DL-4.2 PEI wind Be DL=5.0 psf. yv=-1.00 GCfR(-1-)=0.18
Right end vertical not exposed to wind pressure.
In lieu of structural panels or rigid ceiling use purfins:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 73 0.00 7.00
Be 82 0.15 7.00
1 PLIESE: 2 TOI 2
MZX3
R=218M U�41410
H m H1
= 1
-1 ... 11—I
RI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
I
P.E.Ucense If 19554
TC LL 30.Opsf
FEE
. . . ...
TC CIL 15.Opsf
DATE 05-16-2011
BC DIL 10. Opsf
DRWG
BC LL O.Opsf
LVA
ECT
TOT.LD. 55.Opsf
O/A LEN. 7
EAST COAST TRUSS
DURTAC. 1.33
JOB M 22350
5285 V. MCM FILVD. K. PIERCE FIL U946
1908 NW 112th Ave
SPACING 24.0"
TYPE MONO
_�PPRCRR (MIjM_ZNR0 RLD ("u,
Pompano Beach, FL
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP 93
140 mph Wind, 15.00 It mean hill, ASCE 7-05, CLOSED bldg, not located Wthin 4.50 ft frorn roof edge, CAT 11, EXP 3, vAnd TG
DL=4.2 psf, Wool BC DL=5.0 Pat. vr=-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
in fieu of structural panels or rigid ceiling use rudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 80 -2.96 14.32
TIC 52 14.32 18.64
BC 120 0.15 18.64
R=797# U-�48# VV=-8�
Special loads
-(Lumber Duffac.=1.331 Plate Dur.Fac.=1.33)
TC-From 90pffat-2.99to 90pffatl4.32
TC-Frorn 90pifatl4.32to 90pifatl8.64
BC-Fronn 20pffat 0.00to 20pNat18.64
TC- 61.45 lb Cone. Load at 14.35
BC- -79.87 lb Cone. Load at 14.35
Right end vertical not exposed to vvind pressure
Deflection meets U240 live and U180 total load
4-3-12
103-13 S'3'13
1W7'l
=11384 U=306# W=r10 R=M2# U=93# W=r10
SEQ = 112534
PLT. TYP.-WAVE DEV� CRri-I'SUMoR�-M �AT- M�Y QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.3865
"WARNINOt" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT-
Morris A. ShaShoua
TC LIL 30.Opsf
REF
FURNISH THIS DRAWNO TO ALL CONTRACTORS INCLUDINa THE INSTALUERS.
T-
P.E.License # 19554
TC DIL 15.0PSf
DATE 05-16-2011
. . . . . .
BC DL 1 0.0PSf
DRING
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 180710
EAST COAST TRUSS
DUR.FAC. 1.33
JOB #: 22350
I
M'a - LUME "W"T FL U91.
1908 NW I Mh Ave
SPACING 24.0"
TYPE MONO
0MCK, 4W-5146
Fw
..: _�_-
Pompano Beach. FL
,.,r I ... n..IN I. I M� ni-LIMN �� I VIN 1 1.
Top chard 2x4 SP #2:T22x4 SID SS:
Bot chord 2x4 SIP #2
Webs 2x4 SP #3
In lieu of structural panels or rigid wiling use purlms:
CHORD SPACINGON OC) STAl ENDi
TC 73 -2.96 19.87
BC 120 0.15 10.64
MWFRS loads based on busses located at least 7.50 ft. from roof edge.
in ia uvv, rmcrmmmu SIT I I-ICALI-INC JUD ucoi�ricn rmuu�m rmum inuoo i�rno Tuiu.
140 mph Wind, 15.00 ft mean h9t. ASCE 7-05, CLOSED bldg. not located Wthin 4.60 ft from roof edge. CAT 11, EXP B. wind TG
DL-4.2 SRI, Wind BIC DL=5.0 psf. [,-1.00 GCpi(-I-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 pal non-canctiment live load.
Deflection meets U240 live and U180 total load.
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent vvith design gravity loads.
PLT. TYP.-WAVE DESIGN CRN=FSC�ES?T4GSQS FNINT- CGOOSY NO) QTY=5 TOTAL=5
-,,P,"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI Morris A. Smushoua
RTANI— FURNISHICHIS DRAWING TO ALL CONTRACTORS lNeLUDING THE INSTALLERS. P.E.License # 19554
--S.
"EET
EAST COAST TRUSS
U85 VCZ VD. ". PIERCE FIL 34916
OMC�7.(6)4j�LE,M FSti, (M�%-:Ezs
1908 NW 112th Ave
Pompano Beach, FIL
R=3W J=1484 NAILED
REV. 10.02.05.1129.12
SEQ= 112497
SCALE =0.3651
TIC LL
TIC DL
BC DL
BIC LL
TOI —55-OPSf
30.Opsf
15.0PSf
I 0.0PSf
0.0PSf
REF
DATE 05-16-2011
DRWG
LVA
CIA LEN. 100710
DUR.FAC.
1.33
JOB #: 22350
SPACING
24.0"
TYPE MONO
Top chord 2x6 SP #2
Bot chord 2x6 SP SS
Webs 2x4 SP #3:WI 2x8 SP SS::W2 2x4 SP #2:
Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder reculines
verification for accuracy.
Special loads
-(Lumber Dur.Fac.=1.33 I Plate Dur.Fac.=1.33)
TC- From 45 pit at 0.00 to 45 pit at 14.00
TC- From 45 pit at 14.00 to 45 pit at 28.00
BC- From 20 pit at 0.00 to 20 pit at 10.00
BC- From 20 pit at 10.00 to 20 pit at 18.00
BC- From 20 pit at 18.00 to 20 pit at 28.00
TC- 829.00 lb Core. Load at 8.52.10.52,12.52,14.52
16.52
PLT 609.07 Ito Core. Load at ( 0,42,10.04)
PLT- 684.01 Ito Cone. Load at ( 2.42,10.04)
PLT- 870.82 lb Conc. Load at (4.42.10.04)
PLT- 797.26 lb Conc. Load at (6.52,10.04)
5 Complete Trusses Required
Nail Schedule:0.131"x3" nails
Top Chord: I Row @ 5.75" o.c.
Bot Chord: I Row @12.001 o.c.
Webs : I Row @ 4' o.c.
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
In addition apply (1) 10 bolt at each joint location.
(1) 112" bolts MAY BE USED FOR (2) O.l3l"x3* net a ON
EITHER THE TOP OR BOTTOM CHORDS.
In lieu of structural panels or rigid ceiling use purfins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 87 0.00 28.GO
BC 120 0.00 28.00
(**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Truss must be installed as shown with top chord up.
140 mph wind, 15.00 If mean hgt, ASCE 7.05, CLOSED bldi not located within 4.50 it from roof edge, CAT 11, EXP B, wind TC The TC of this truss shall be braced with attached spans at 24" OC in lieu of stmdumi sheathing.
DL=4.2 psf. wind BC DL=5.0 list. Iw=-1.00 GCpl(-/-)=0.18
Wind reactions based on MWFRS pressures.
Max JT VERT DEFL: LL: 0.76* DL: 0.6W ecommended Courtier 1 1/4*
Bottom chord checked for 10.00 psf non_oonciurem live load.
D.fi.di.n meets L/240 live and U180 total load.
Calculatedverticaldeffection is 0.76' due to live load and 0.68" due to dead load at X= 14.".
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcturent with design gravity loads.
W
9 Ir
R=5nl# 11=12050 R=3155# U=265$i
SEQ= 112664
PLT.TYP.-WAVE DERIGN CR7-FBC�REIvTM� F'iAT- �YsO) QTY= 1 PLIES= 5 TOTAL= 6 REV. 10.02.06.1129.12 SCALE =0.1811
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS CRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL. CONTRACTORS INCLUCING THE INSTALLERS.
R.�
i-g W RC51
ows�.
Morris A. Shashoua
P.E.License # 19554
1908 NW 112th Ave
Pompano Beach, FL
TC ILL 30.Opsf
TC DIL 15.Opsf
SIC DIL 10.Opsf
SC ILL O.Opsf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
DRING
EAST COAST TRUSS
52M V. LUCIE FT. MERU M. 31916
0 MR: P72H60-531S
LVA
O/A LEN. 28
DURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE FLAT
Top chord 2A BID #2
Sot chord 2A SP #2
Webs 2x4 SP #3
:Rt Stub Wedge 2x4 SP #3:
In lieu of striclural panels or rigid wiling
use purfins:
CHORD SPACING(IN OC)
START(FT)
END(FT)
TC 66
0.00
14.20
TC 65
14.20
19.20
BC 62
0.00
5.20
BC 75
5.20
17.54
BC 20
17.54
19.20
R=85plf RL=371-21plf W=627
PLT. TYP.-WAVE
At plates am 2X3 except as noted.
140 mph Mnd, 15.52 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf, wind BC DL-5.0 PSI. lw-1.00 GCpi(-/-)=0.18
Mind reactions based an MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
MWFRS loads based on trusses located at least 31.03 ft. from roof edge.
1 TOTAL= I
y
I
R=110plf U=100pff W=12'e
R=3054 U=1551t W=1'8'
-IMPOlif ZRN . I . 614� , IS , DRANNO . T . 0 AI . M . N'TRMrTO . R .. 6 NCLIJ . Di . NO . �EINSTALLMIUL
F.� Clc�n's-e"-#-19-5-5-4
TC LL 'iUmpst
TC DL 15.0PSf
BC CIL 10.0psif
BC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
DRWG
LVA
O/A LEN. 190207
DUR.FAC. 1.33
JOB #: 22350
EAST COAST TRUSS
62M W. UUME BLVD. ". Paga rL 34946
OFTIM (M)40-2480 F�- (MMM-53DS
-'B
1908 NW 112th Ave
pompano Beach, FL
SPACING 24.0"
TYPE VAL
Top chord 2A SP #2
But chord 2A SP #2
Webs 2A SP #3
In lieu of structural panels or ngld wiling
use purins:
CHORD SPACING(IN OC)
START(FT)
END(FT)
TO 75
0.00
13.20
TO 63
13.20
18.06
SO 74
0.00
6.20
SO 75
6.20
18.20
MWFRS loads based on trusses located at least 31.45 ft. from roof edge
R=68plf RL=29/A(p1f VVI
All plates am 2X3 except as noted.
140 mph Wnd. 15.72 ft mean III ASCE 7-05, CLOSED bldg, not located within 4.50 ft from mot edge, CAT 11, EXP B, wind TO
DL=4.2 psf, wind SO DL=5.0 psf. JwI GCpi(-/-)=0.18
W,nd reactors based an MWFRS pressures.
Bottom chord checked for 10.00 psf non-concument live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
51—
R=129Sf U=lCOplf W=12'
SEQ= 112481
PLT. TYP.-WAVE DES ION CEff-F0vZXSn*SnP1� FTM. M(MY SIO) QTY=:1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.4115
*NNARNINGI- READ AND FOLLOWALL NOTES ON THIS DRAVVINGI
-IMPORTANT' FURNISH THIS DRAVANG TO � CONTRACTORS INCLUDING TKE INSTALLERS.
��W��WUQSISWMNCWIENM W�YWN�Wn` �WCAOfx�
Ir-
Morris A. Shashoua
P.E.License # 19554
1908 NW 112th Ave
Pompano Beach, FL
TC LL 30.0PSf
TCDL 15.Opsf
SO DL 1 0.0PSf
BC LL 0.0PSf
TOI 55.Opsf
REF
DATE 05-16-2011
DRWG
EAST COAST TRUSS
Oux, . LUME Me , FIRU n- �MS
OMM7 (M)'66-20D ra, (n2pu-SM
LVA
O/A LEN. 180207
DURYAC. 1.33
JOB M 22350
SPACING 24.0"
TYPE VAL
Top chord 2x4 SP #2
Bot chord 2x4 So #2
Webs W SP #3
In lieu of structural panels or rigid wiring
use purfins:
CHORD SPACING(iN OC)
START(FT)
END(FT)
TC 75
0.00
12.20
TC 63
12.20
17.06
BC 86
0.00
7.20
BC 75
7.20
17.20
MWFRS loads based on trusses located at least 31.87 ft. from noof edge
PUT. TYIG-WAVE
EAST COAST TRUSS
f�o'210� 501 : 1 (�7 �7Z) MG 0 -1513,310,
All plates am 2X3 except as noted.
140 mph wind, 15.93 ft mean hgt. ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT II. EXP B, wind TC;
DL=4.2 psf, vAnd BC DL=5.0 SEC [w=-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord chocked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
ES4X4
R=1�pff U=100pff RL=231-13pil �-727
51
R=WpIf U=lWplf
DESIGN CRff-FS(G0ivSEVTP� � MICKY W) QTY�—1 TOTAL --I REV. 10.02.05.1129.12
'*WARNINGI" READ ANO FOLLOWALL NOTES ON THIS DRAWINGI
Morris A. Stash
024
'IMPORTANT' FURNISH THIS I)SAWING M ALL WNTRACTORS INCWDINa THE INSTALLERS.
E.41
P.E.Licen 95
TC LL 30.Opsf
ii� Rd�..
TC DIL I5.0PSf
BC DL 10.0PSf
BC LL 0.0PSf
NW 112th Ave
tano Beach, IFIL
SEQ= 112463
SCALE =0.4664
REF
DATE 05-16-2011
-DRWG
LVA
O/A LEN. 170207
JOB #: 22350
W,
Top chord 2M SP #2
Sot chord 2M SP #2
Webs 2x4 So #3
:LI Stub Wedge 2x4 SP #3;
In lieu of structural panels or rigid calling
use purfins:
CHORD SPACING(iN CC)
START(FT)
END(FT)
TC 75
0.00
11.20
TC 63
11.20
16.06
BC 98
0.00
8.20
EIG 103
8.20
16.20
MWFRS loads based on trusses located at least 32.28 ft. from roof edge
J93X6(Gl
PLT. TYP.-WAVE
�T. eET
EAST COAST TRUSS
ou. LUCIE L" ". M a M 3,946
Mzwanao
DESIG.
177
Aull plates are 2X3 except as noted.
140 mph wind, 16.14 ft mean hgt, ASCE 7.05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf. wind BC DL=5.0 psf. w-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 pet nor�concuffent live load.
Deflection meets U240 live and L/180 total load.
See DWG VAL1400109 for valley details.
�4M
U, B27 6 9� -
R=112plf 1.1=100pl RL=181-11pit W=627
INGTALLERS.
1
1908NW112thAve
Pompano Beach, FL
REV. 10.02.05.1129.12
TC LL
30.Opsf
TC DL
1 5.0PSf
BC DL
10.0PSIF
BC LL
0.0PSf
TOT.LD.
55.Opsf
DURYAC.
1.33
SPACING
24.0"
R=108pif U=lWplf W=6'
= I
I DATE 05-16-2011 1
LVA
O/A LEN. 160207
7oB # 22-350
Auuj I DJN I VIM
Top chord 2x4 SP #2
But chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of structural panels or rigid ceiling use purfins:
CHORD SPACING(IN OC) START(FT)
END(FT)
TC 120 0.00
10.20
TC 63 10.20
15.06
BC 75 0.15
15.20
See DWG VAL1400109 forvalley details.
-2X4(A
All plates are 2X3 except as noted.
140 mph Ydnd, 16.35 ft mean hgL ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11. EXP B. vond TC
DL=4.2 III vAnd BIG DL=5.0 psf. lv�-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 111 non -concurrent live load.
Deflection meets U240 rive and U180 total load.
MWFRS loads based on trusses located at least 16.35 ft. from roof edge.
6
az4X4
R=87Ef UnI00plif RIL=151-9plf W=9'2"7
R=146pif U=10plf W�
SEQ= 112"4
PLT. TYP.-WAVE DESIGN CNff-FSCR0ENGSm`I� HMT- M(My W) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.5481
-WARNINGI- READ AND FOLLOWALL NOTES ON THIS DRAWING
'IMPORTANT- FUMISH THIS DRAVANG TOALL CONTRACTORS INCWDING THE INSTALLERS.
D-
a..
Morris A. Shashoua
P.E.I.Icense # 19554
1908NW112thAve
Pompano Beach, FL
TIC LL 30.Opsf
TC DL 15.Opsf
BC OL 10. OPSf
BC LL 0.0PSf
TOT.LD. 55.0psif
REF
DATE 05-16-2011
DRWG
T
EAST COAST TRUSS
52M ST. LUCIE BLVD. FT. PIERCE FIL 34946
OMCE (M)40-2400 M (MI466-5336
LVA
O/A LEN. 150207
DIURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE VAL
Top chord 2x4 SP 42
Bot chord 2x4 SID #2
Webs 2x4 SIS #3
In lieu of structural panels or rigid Gelling
use pudins:
CHORD SIDACING(IN OC)
START(FT)
END(FT)
TC 119
018
9.42
TIC 63
9.42
14.28
BC 75
0.04
9.99
BC 57
9.99
14.42
MWFRS loads based on trusses located at least 16.67 ft. from noof edge
6`5
12
5 C—'-
AM plates am 2X3 except as noted.
140 mph Wnd, 16.67 ft mean hgt, ASCE 7-05, CLOSED bldg, not located vvithin 4.50 ft from roof edge, CAT 11, EXP B, wind TC
DL=4.2 psf, vAnd BC DL=5.0 psf. lv�-1.00 GCpi(-I-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-concturent live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
�4M
R=133pif U=1100pff W=Vlll�
5
R=59pif U=100plf RL=2W.17plf W=4'5'4
SEQ= 112415
PLT. TYK-WAVF DESIGN GMT-FBIGOOTRESGNI� 'TnT- MMYND QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.5793
-WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWN01
-IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
R�W�
Morris A. Shashoua
P.E.License # 19554
1908 NW 112th Ave
Pompano Beach, FL
TC ILL 30.Opsf
TC CIL 15.Opsf
BC CIL 10.0PSf
BC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
DRWG
—H.E.
EAST COAST TRUSS
SESS ". MCIE MVD. ff. PIERCE M ".u,
. .... , I4.-5mo
1�
LVA
O/A LEN. 140501
DURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE VAL
Top chord 2x4 SIG #2
Bot chord 2x4 So #2
Webs 2x4 SIG #3
In lieu of structural panels or rigid calling use purns:
CHORD SPACING(IN OC)
START(FT)
END(FT)
TO 94
-0.59
6.70
TO 63
6.70
11.68
BC 75
-0.73
9.27
BC 31
9.27
11.73
MWFRS loads based on busses located at least 17.09 ft. from mof edge
All plates am 2X4 except as noted.
140 mph vAnd, 17.09 ft mean h9t. ASCE 7-05. CLOSED bidg, not located vathin 4.50 ft from roof edge. CAT 11, EXIG B. Ydnd TO
Dl-�.2 psf, wind SO OL-5.0 psf. Ivv=-1.G0 GCpi(-/-)=0.18
Wind reactions based an MWFRS pressures.
Bottom chord checked for 10.00 psf non�conwrnent live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
,4X4(Rl)
R=138plf J=1130plf W=117 R=1/4plf R,-85plf U=100plf RL�351-27pf W=2'5"8 I
SEQ= 112408
PLT. TYP.-WAVE DESIGN CIUI-R�NE&ffl. ISrT- N(.Y SE) QTY=:I TOTAL:=1 REV. 10.02.05.1129.12 SCALE =0.6688
*VARN(NGi" READ AND FOLLOWALL NOTES ON THIS DRAWING
-IMPORTANT-
Morns A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDINO THE INSTALLERS.
P.E.LicenSe # 19554
TC DL 15.Opsf
DATE 05-16-2011
BC DIL 10.0PSf
—E.S.
DRING
"EET
BC LL 0.0psif
LVA
TOT.LD. 55.Opsf
O/A LEN. 120504
EAST COAST TRUSS
uwdft�
DURYAC. 1.33
JOB #: 22350
52 VICIE s"S "NO
1908 NW 112th Ave
SPACING 24.0"
TYPE VAL
M466-2,13, U (M 466-MO
.�IwN..�
�co
Pompano Beach, FL
Top chord 20 SP #2
Got chord 2x4 SP #2
Webs W SP 03
In lieu of structural panels or rigid wiling use pudins:
CHORD SPACING(IN OG) START(FT)
END(FT)
TC 68 -0.55
4.74
TC 63 4.74
9.59
Be 75 -0.70
9.74
MWFRS loads based on trusses located at least 17.51
ft. from roof edge.
418,11,
EAST COAST TRUSS
U. LUME BUM ". REM P. M946
OMU: (Ml4W-2480 Ta' (MHO-5336
-4)(4
INWALURS.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LANDUT
140 mph Wind, 17.51 ft mean hgt, ASCE 7-05, CLOSED bidg, not located Within 4.50 ft from roof edge, CAT Ii, EXP B, wind TC
DL=4.2 pal, Wind Be DL=5.0 psf. lw�-1.00 GCpl(-/-)=O.l 8
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 pet non-concumant live load.
Deflection meals U180 live and U120 total load.
See DWG VAL14001 09 for valley details.
1908 NW 112th Ave
Pompano Beach, FL
Va"14
1,
RmlWpff U=100plf RL=51.5pif W=lU5'4
REV. 10.02.05.1129.12
TC LL
30.Opsf
TC DIL
15.0PSf
BC DIL
10.Opsf
BC LL
0.0PSf
TOT.LD.
55.0PSf
DUR.FAC.
1.33
SPACING
24.0"
SEQ = 1
SCALE =
I DATE 05-16-2011 1
LVA
O/A LEN. 100504
JOB #: 22350
—'—, ..." --- — — -- — I I—
, --
Top chord 2x4 SP #1
Bot chord 2x4 SP #2
Webs 2x4 SIS #3
In lieu of structural panels or rigid calling use purins:
CHORE) SPACING(IN OC) START(FT)
END(FT)
TC 1199998 0.13
2.00
TC 75 2.00
16.21
BC 75 -0.02
15.36
See DWG VAL1400109 for valley details.
MWFRS loads based on trusses located at least 15.00 A. from met edge
— VA"ll
19
AX plates are 2X3 Except as noted.
140 mph %vind, 15.00 it mean hgt, ASCE 7-05, CLOSED bidg, not located vNift(in 4.50 it from roof edge, CAT 11, EXID B. Wind TC
DL=4.2 psf, Wnd BC DL=5.0 psi. lv�-1.00 GCpi(�I-)=0.18
Wind reactors based on MWFRS pressures.
Bottom chard checked for 10.00 psf norconcument live load.
Deflection meets 1.1240 live and U180 total load,
Shim all supports to wild bearing.
6'57
R=163pil U=100plf RL=lBplf W=8'57
R=Mplf U=100plf W=7M
SEQ= 112389
IGLT. TYlG.-WAVF DESIGN GR�SeXG7RGMPI-aXM �MT- MGMY GO) QTY=l TOTAL--1 REV. 10.02.06.1129.12 SCALE =0.5125
*'WARNINOI- READ AND FOLLOWALL NOTES ON THIS DRAWNGI
-IMPOFrrANT'
Morris A. Shashoua
TC ILL 30.Opsf
REF
FUMIGH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS.
P.E.License # 19554
TC CL 15.0PSf
DATE 05-16-2011
BIC DL 10.0PSf
DRWG
BIC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 180214
EAST COAST TRUSS
DUR-FAC. 1.33
JOB #: 22350
Mae; FL 31916
1908 NW 1121h Ave
SPACING 24.0"
a 'M.
F.
ampano Beach, FL
4 1
Top chord 2x4 SP #2
But chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of structural panels or rigid calling
use purfins:
CHORD SPACING(IN OC)
START(FT)
END(IFT)
TC 1199998
-1.19
0.68
TC 75
0.68
10.89
BC 75
-1.34
5.12
BC 65
5.12
10.04
Shim all supports to solid bearing
All plates are 2X3 except as noted.
140 mph wind, 15,00 ft mean hgt, ASCE 7-05, CLOSED blog, not located wthin 4.50 It from roof edge, CAT 11, EXP B, wind TC
DL=4.2 Pat, wind BC DL=5.0 Pat. IvrI.00 GCpi(+/-)=0.18
VAnd reactions based on MWIFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
See DWG VAL1400109 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge+
— 1W1 1011-9
EAST COAST TRUSS
62M n. LUCIE BLVD. IT. PIERCE FL 34946
O�' (M14W-2480 (.2466-53oe
R=155pif U=100plf RL=15plf W4V57
R�pff J=100plf W=5'�
"M-MMYRD) QTY=l TOTAL--1 REV. 10.02.05.1129.1
ADAND FOLLOWALL NOTES ON THIS DRAWING1
Morris A. S'os'oua
30.Opsf
I THIS DRAWING TO ALL CONTRACTOM INCLJOING THE INSTAMRS.
P.E.Licena. 9 19554
TC LL
TC CIL 15.Opsf
BC DL 10.0PSf
BC LL 0.0PSf
1908 NW 11 2th Ave
Pompano Beach, IFIL 1��ZiVG 24.0"
= 1
I nATF 05-16-2011 1
LVA
O/A LEN. 140214
JOB #: 22350
...... .... .......
Top chord 2x4 SP #1
Bot chord 2x4 SIG #2
Webs 2x4 SIP #3
Left end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 pal non-concumant live load.
Deflection meets U240 INS and U180 total load.
Shim all supports to solid bearing.
112)
140 mph wrind, 1540 fit mean hgt, ASCE 7.05, CLOSED bldg, not Iccated within 4.50 ft from roof edge, CAT 11,
DL=4.2 psf, wind BIG DL=5.0 psf. Iw=-1.00 GCp'i(,I-)=0.18
Wind reactions based on MWFRS pressures.
In lieu of structural panels or rigid wiling use pudins:
CHORD SIGACING(IN OC) START(FT) END(FT)
TC 75 -2.02 639
SC 104 -2.02 5.94
See DWG VAL1400109 for valley details.
MWFRS loads based on trusses located at least 15.00 ft. firom roof edge.
R=118pff U=100plf RL=10plf W=90'10
B, wind TC
SEQ= 112402
PLT. TYID-WAVE DESIGN CRIT-FIBC4107REWPI MXI Ovalweln QTY=1 TOTAL=1 REV. 10.02.06.1129.12 SCALE =0.7468
-WARNING!- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT' FURNISH THIS DRAWING TO AU. CONTRACTORS INCLUDING THE INSTALLERS,
b.a BMI.
Moms A. Shashoua
P.E.License # 19554
1908NW 112thAve
Pompano Beach, FIL
TC LL 30.0PSf
TC DL 15.0PSf
BC CIL 1 0.0PSf
BC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
MING
EAST COAST TRUSS
ST.(;��gzjstvo n.
0 lr� (M)IM-Sne
LVA
O/A LEN. 100214
DUR.FAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE VAL
4
Top chord 2x4 SP #2
Bot chord 2x4 SIG 92
Webs 2x4 So #3
In had of structural panels or rigid calling use puffins:
CHORD SPACINGON OC) START(FT) END(FT)
TC 54 0.15 4.32
BC 52 0.00 4.32
MWFRS loads based on trusses located at least 7.50 ft. from mof edge.
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non,concuffent live load.
Deflection meets J1 80 live and U1 20 total load,
See DWG VAL1400109 for valley details.
IM',
roof, CAT 11, 113, wind TIC DL=4.2 lost,
RL=16plf W=4'3'13
SEQ = 112171
PLT. TYP.-WAVE OG SIGN CRr-rBC�REINTPI� �MT- YSSMY SN) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.7152
-WARNINGI" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT'
Morris A. Shashoum
TC LL 30.0psf
REF
FURNISH THIS CRAWNG TOALL CONTRACTORS INCLUDINO THE INSTAUERS.
P.E.License 0 19554
TC CIL 15.Opsf
DATE 05-16-2011
�W. I.- .. ...NAnii a.
BC CIL I O.0PSf
ORWG
`-"
W BCSI � 83,07 "10 M W�. � NNs W � G-
BC LL 0.10PSf
LVA
EET
TOT.LD. 55.Opsf
O/A LEN. 40313
EAST COAST TRUSS
DUR.FAC. 1.33
JOB #: 22360
R 3 LU E " R. S110
wvw.w.�d - �D�,-MSMIISN2
1908 NW 11 2th Ave
SPACING 24.0"
TYPE VAL
NX9 (772C)14 OtL24jinja�ISRIS
(772)4CO-5N6
F�.
MG3.0 —INftg—:
Pompano Beach, FIL
Top chord 2x4 SP #2
Bot chord 2x4 SIG #2
Webs 2x4 SP #3
In lieu of structural panels or rigid wiling use puffins:
CHORD SPACING(IN OC) START(Fr) END(Fr)
TC 41 -0.53 2.64
BC 40 -0.68 2.64
NTWFRS loads based on trusses located at least 16.00 ft. from roof edge.
VE
I 1-1� VVVIO. rMcr�GU .1 1 rIcAUrII1I= jUM UC0RoNCMrMVU� r MUM I MUSD MI-K� �7VU! E
140 mph Wnd, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg, Located anywhere in Cost, CAT 11, EXP B, YAnd TC DL=4.2 lost,
wind BC DL=5.0 psf. Iv,=-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-Goncurrent live load.
Collection meets 1180 live and Ul 20 total load.
See DWG VAL1400109 for valley details.
1112VI
V �2 V
RL=11pIf �-3'3'13
btu= lizib/
PLT. TYP.-WAVE DESIGN CRIII.FeCoUGINGURP� r'nNT- Cvs%YE(s QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =2.2218
"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'IMPORTANT-
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS,
P.E.License 19554
TC DL 15.0PSf
DATE 05-16-2011
BC CIL 1 0.0PSf
DRWG
13C ILL. 0.0PSf
LVA
TOUD. 55.Opsf
O/A LEN. 30313
DUR.FAC. 1.33
JOB #: 22350
EAST COAST TRLSS
5205 ST. LUCIE In". ". ?] E(R7M72)4'G'6 `5'3�3'6-
1908 NW 112(h Ave
SPACING 24.0"
TYPE VAL
OFECID (772)IM-24430 AS:
I..Co —�—:711
Pompano Beach, FL
.......
i — u-, rm�rmnc� SIT 1 na �I-IINM �V rr,� ri,�. mri, . ��u
Top chord 2x4 SP #2
140 mph vvind, 15.00 0 mean hill, ASCE 7-05, CLOSED bIdg, not located vAthin 4.50 ft from mof edge, CAT 11, EXP B, vAnd TC
Sot chord 2x4 SP #2
DL=4.2 lost, YAnd BC DL=5.0 psf. tw=1.00 GCpi(-/-)=0.18
Webs 2A SID 93
Wind reactions based on MWFRS pressures.
In lieu of stnictural panels or rigid ceiling use pudins:
CHORD SPACINOI114 CC an STAIWIFT) EmDgrn
5'3*13 tt,ht%G.d�I,,fi.
TC 75 -0.53 5.32
BC 72 -0.68 5.32
Bottom chord checked for 10.00 psf non-concument live load.
See DWG VAL1400109 for valley details.
Deffecdon meets U180 live and U120 total load.
MVVFRS loads based on trusses located at least 7.50 ft. from met edge.
B"
0%
HIM
R=110plf U=100plf RL=171-5plf W=6'
SEQ = 112138
PUT. TYP.-WAVE DESIGN CRff-FBCMREMPI-M "ATIM"YS(0) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.2409
"WARNIN01" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWNG TOALL CONTRACTORS INCLUDING T14E INSTALLERS.
Morris A. Shashoua-
P.E.1-themse IN 19554
TIC LL 30.Opsf
TIC DL 15.Opsf
BC DL 10. 0PSf
BC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
DRWG
LVA
O/A LEN. 6
OURYAC. 1.33
JOB #:22350
EAST COAST TRUSS
Was ST. LUCIE BLVD. ". BUBBLE M SONS
__�MUE l772hG0_2480 rM (,,I 4GO-5336
8.2
1908NW112thAVO
Pompano Beach, FL
SPACING 24.0"
TYPE VAL
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of structural panels or rigid ceiling use purlins:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 50 -0.54 3.32
BIG 48 -0.88 3.32
MWFRS loads based on trusses located at least 7.50 ft. from met edge.
3h,
140 mph wind, 15.00 ft mean Ingi, ASCE 7-05, CLOSED bidg, Located anywhere In roolf, CAT 11, EXID B, WndTC DL=4.2 psf,
wnd BIG DL=5.0 psf. lw�-1.00 GCpi(-/-)=0.18
Wind reactions based on M1MFRS pressures.
Bottom chord checked for 10.00 pat non�concunrent live load.
Deflection meets L11 80 live and L/I 20 total load.
See DWG VAL1400109 for valley details.
"I'v,
RL=116ph W-4'
SEQ= 112134
PLT. TYP.-WAVE DESIGN GRIT-RICaVREWP�FFINT- 0%(MYSM QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.8518
-WARNINCII" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT-
Morris A. Shashoua
TIC LL 30.Opsf
REF
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
R�%�
,ECEID��.'.�.b,V=:T
P.E.Licemse 19554
TC DL 1 5.0PSf
DATE 05-16-2011
'NE.W,
CS1.
BC DL 1 0.0PSf
DRWG
BC LL O.0PSf
LVA
TOTID. 55.Opsf
O/A LEN. 4
EAST COAST TRUSS
DURYAC. 1.33
JOB M 22350
5285 Sr. GUM KYP. H. PIERCE FL 34946
1908 NW 112th Ave
I SPACING 24.0"
TYPE VAL
0MCE: MIU-209 Fa (M)4"-53zG
"'Nea �;Vj IDS
Pompano Beach. FL
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of structural panels or rigid calling use purfins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 24 �0.54 1.32
BC 24 -0.68 1.32
See DWG VAL1400109 for valley details.
,�4(0811)
.--ECT
EAST COAST TRUSS
5u5 sr. Luac oq,
rr. FuRm rL 3121.
0 ra.
I
QTY= 1
140 mph wind, 15.0011 mean hgt,ASCE7-05, CLOSED Well, Lacatedanywhere in roof, CAT 11, EXP B,,
vand BG DL=5.0 psf. lw-1.00 GCpl(-/.)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 par non -concurrent live load.
Deflection meets U180 live and U120 total load.
MWFRS loads based an tresses located at least 7.50 ft. from roof edge.
12
5 F---
1
1908 NW 112th Ave
Pompano Beach, FIL
RL=20 W=T
REV. 10.02.05.11�9.12
TC LL 30.qPSf
TC DL 15.Qpsf
BC DL
10. OPSf
13C LL
0.0PSf
TOT.I-D.
55.Opsf
DUR.FAC.
1.33
SPACING
24.0"
DL=4.2 Pat,
I DATE 05-16-2011 1
LVA
O/A LEN. 2
TOB # 22350
Top chord 2x4 SP #2
Bot chord 2x4 SP 42
In fieu of structural panels or rigid ceiling use purins:
CHORD SPACING(IN OC) START(FT) ENDlFT)
TC 75 -2.24 6.32
BIG 25 -0.54 6.32
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads.
9
In
rl
-1W
R=552# U=11N RL=1591�63# W=7'10
. � 1. 1 1.. �11�. '�. ...' . � I r,�DD 1— . —11. .
140 mph Wnd, 15.0011 mean hgt,ASCE 7-05, CLOSED bidg, not located within 4.5011from noof edge, CAT] I, EXID B, YvndTC
DL=4.2 psf, wind BC DL=5.0 psf. Ivm-1.00 GCpi(-/-)=D.l 8
Wind reactions based on MWFRS pressures.
BGUonn chord checked for 10.00 psf non,concumed live load.
Deflection meets U240 live and L/180 total load.
MVvFRS loads based on trusses located at least 7.50 ft. from roof edge.
R-266MI U=1279 MILED
ii NAILIED
SEQ= 112011
PLT. TYP.-WAVE DESIGN CRN=FD�GESFTP� �NRT- M(^Y GO) QTY::19 TOTAL=19 REV. 10.02.05.1129.12 SCALE =0.8220
'VARNINGI" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH ME DRAWING TOALL CONTRACTORS INCLUDING THE INSTAUERS.
Morris A. Shashoua
P.E.License 9 19554
TC LL 30.Opsf
REF
DATE 05-16-2011
S �.;:=
NWSCG
1908 NW 112th Ave
Pompano Beach, FL
TC DL 15.0PSf
BC DL 10.0PSf
BC LL 0.0PSf
TOTID. 55.0PSf
DRWG
EAST COAST TRUSS
60ZM ST. (02C�14EGE�L2VD 34AG
MM 4j Ff. PMECR YL
0 Fa M*66-533G
LVA
O/A LEN. 7
DURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE EJACK
I
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of structural panels or ng1d ceiling use pudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TIC 75 -1.56 5.00
8C 58 0.15 5.00
Truss checked for 250# movable Concentrated load along Bottom Chord. noncarcurrent wth design gravity loads.
I �'. ��� S'I I '. 111�. '�. ...I . . . � "�D' I M�.. .'� . �' �. I
140 mph wind, 15.00 It mean hgL ASCE 7-05, CLOSED bldg. not located vftln 4.50 It from met edge, CAT It. EXP B, wind TG
DL=4.2 pat. Wind BC DL=5.0 SEE lv�-1.00 GCpi(-/-)=0.18
Wind reactions based on MINFIRS pressures.
Bottom chord checked for 10,00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load,
R=18N U=S7# NAILED
R�50ffi U=1034 RL=1211.5� W=rlO R=29M MUD
SEQ = 112014
PLT. TYP.�WAVE DESIGN CR1T-mCMXeNE$ffPI-Z02 FTMT� 0%(MY GO) QTY=5 TOTAL=6 REV. 10.02.05.1129.12 SCALE =1.0485
*'WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT"
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS CRAWINO TO ALL CONTIIIACTORS INCLUDING THE INSTALLERS.
P.E.License # 19554
TC DIL 15.0PSf
DATE 0�162011
BC DIL 1 0.0PSf
DRWG
-EET
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 5
EAST COAST TRUSS
DURYAC. 1.33
JOB #: 22350
520 n. LUCIE In ". EVERSE M �4.4.
W"'W'
1908 NW 112th Ave
SPACING 24.0"
TYPE JACK
Ennoc a M ("4464-5336
Pompano Beach, FIL
Top chord 2x4 SP 01
Bot chord 2x4 SP #2
:U Slider 2x4 SP #3: BLOCK LENGTH = 1.50(Y
In lieu of structure oanels or dqid wilina use DUO
BC 57
I "Ib UWU. FFEFARt,U ISY I HE ALPINE JUS DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT
140 mph Wind, 15.00 IT mean hgt, ASCE 7-05, CLOSED bldg, not located whim 4.50 Ift from roof edge, CAT It, EXP 8, vand TO
DL=4.2 psf, v4nd SO DL-5.0 psf. 1�-1.00 GCpi(-/-)=O. 18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-conc.Irrent live load.
Deflection meets L/240 live and L11 80 total load.
Truss checked for 250# movable concentrated load along Bottom Chord. nonconcurrent With design gravity loads.
R=237# U=10W NAILED
Lo Lo
b b
n o
R=M7# U=7� RL=125136tf NAILED R=31M U=11# NAILED
SEQ= 112575
PLT. TYP.-WAVE DE51GN CRff-F9C�RE&fnP1.= "MT- "(M"O) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.0485
"WARNINGH" READ AND FOLLOW ALL NOT55 ON THIS DRAWINGI
Morris A. Shashoua
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
P.E.Liwnse # 19554
TC LL 30.Opsf
REF
TC DL 15.Opsf
BC DL 10. OPSf
DATE 05-16-2011
CIRWG
E E T
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 5
DUR.FAC. 1.33
JOB #: 22350
EAST COAST TRUSS
50Z;�MS!.(g)14Eos1D`D
2'jo�jXZ.M TL W16
(W2NM5M6
1908 NW 112th Ave
Pompano Beach. FL
SPACING 24.0"
TYPE JACK
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of smuctural panels or 6g!d wiling use purins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 59 A.56 3.00
BC 34 0.15 3.00
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurnent vvlth design gravity loads.
--I — ...... �,D —iju I
140 mph Yond, 15.00 It mean hgl, ASCE 7-05, CLOSED uldg, Located anywhere in MDf, CAT 11, EXP B, Wind TC DL=4.2 psf,
Wnd BC DL=5.0 psf. w--1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 pat non -concurrent live load.
Deflection meets U240 live and L/180 total load.
R=87# U=� NAILED
R-10M U=914 rtl-=BV4� W=7'10 R=270 NAILED
SEQ= 112018
PLT. TYP.-WAVE DESIGN GNT=FBC2XSRESffPI� FTMT- 0%(D%Y GO) QTY=5 TOTAL=5 REV. 10.02.05.1129.12 SCALE =1.4473
-WARNINOI- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
'IMPORTANT'
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS CRAMS TO ALL CONTRACTORS INCLUDINO THE INSTALLERS,
R. . .
P.E.License # 19554
TC DL 15.0PSf
DATE 05-16-2011
C.,
BC CIL 1 0.0PSf
C)RWG
BC LL 0.0PSf
LVA
TOTID. 55.Opsf
O/A LEN. 3
DURYAC. 1.33
JOB #: 22350
EAST COAST TRUSS
"M .. 2
1908 NW 112th Ave
TYPE JACK
IN 411"(7E -5336
2A
r.
1...
Job:(22350) JEFF PEDERSON,PETER ALLEN ADDITION /C.13A
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT
Top chord 2x4 SP #2
140 mph wind, 15.00 ft mean hgI, ASCE 7-05, CLOSED bldg, not touted within 4.50 It from roof edge, CAT 11, FXP B, wind TC
Bot chord 2x4 ED #2 9
DL=4.2 PEI, wind BC DL=5.0 pal. w=1.00 GCpi(-/.)=0.18
47-S—
In lieu of structural panels or rigid Selling use purins:
Wad readions based on MWFRS pressures.
CHORD SPACING(IN OC) START(FT) END(FT)
TIC 59 -1.50 3.00
Bottom chord checked for 10.00 PEI non-concument live load.
BC 33 0.24 3.00
Deflection meets U240 live and U180 total load.
Truss checked for 25D# movable concentrated load along Bottom Chord, nonconomment with design gravity loads.
R=211# U=" NAILED
T1
-2X4(Al)
12
5
IN
3-
4'6'
R=27W U=55# RL=87/-25# NAILED
R=2780 NAILED
SEQ= 112055
PLT. TYP.-WAVE DESIGN cri�-rSCDYEGEWPI 2XG `rW-GwGvYs0) QTY=1
TOTAL=1 REV. 10.02.05.1129.12
SCALE =1.4472
'WARNINGI'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Morris A. Shashoua
30.Opsf
-IMPORTANT' FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDINO THE INSTALLERS.
P.E.License 19554
TC LL
REF
T— 1� NI'SEvI
TC DL 15.Opsf
DATE 0�16-2011
'.G
BC DL 1 0.0PSf
DRWG
BC LL O.Opsf
LVA
TOT.LD. 55.0PSf
O/A LEN. 3
EAST COAST TRUSS
DUR.FAC. 1.33
JOB #: 22350
FL S4S
1908 NW 112th Ave
SPACING 24.0"
TYPE JACK
0 E, (772066-5336
Pcmpano Beach, FL
N
Job:(=O) JEFF PEDERSON PETER ALLEN AUDI I JUN I UJI
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of structural panels or rigild ceJ use purlins:
CHORD SPACING(IN OC) START(Fr) END(FT)
TC 33 -1.56 1.00
BC 10 0.15 1.00
Truss checked for 250# movable concentrafted load along Bottom Chord, nonconcument with design gravity loads.
V
..IS .... 111c.c. SIT J IrNjIa. I r,�N� I r,. . . IGrr,. — IV. I
140 mph wand, 15.00 Ift mean hgL ASCE 7-05, CLOSED bIdg, Located anywhere in roof, CAT 11, EXIG B, wind TC DL=4.2 last,
wind BC DL=5.0 psf. Iw--1DO GCpl(-/-)=O.l 8
Wind reactions based on MAIMS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U240 live and U180 total load.
R=14/41ht R,-� U-819 NAILED
—11
R=419# U=138# RL�431# W=r10
R=2451-2" U=229 NAILED
SEQ= 112022
PILT TYP+-WAVE DESIGN CNIT�FIRROCMESCNI FrINT- w(MMO) QTY= 5 TOTAL= 6 REV. 10.02.06.1129.12 SCALE =2.3356
"WARNINGI" READ AND FOLLOWALL NOTES ON THIS DRAWINGI
-IMPORTANT' FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS.
Moms A. Shashoua
P.E.U=se # 19554
TC LL 30.Opsf
REF
DATE 05-16-2011
EAST COAST TRUSS
WES ST. LUCIE D H. PIERCE FL 34940
OFFICE (�Z)JCRIRV 0 F0, (772IT06-5336
T—
ftw� W%�Oft 1
NwEGG,
1908 NW 112th Ave
Pompano Beach, FL
TC DL 15.0PSf
BC DL 10. 0PSf
BC LL 0.0PSf
TOT.1-0. 55.0PSf
DRUNG
LVA
CIA LEN. I
DURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE JACK
Top chord 2x4 SP #2
But chord 2x4 SP #2
In lieu of structural panels or rigid ceiling use purfins:
CHORD SPACINGIN OC) START(FT) END(FT)
TC 33 -1.50 1.00
BG 9 0.24 1.00
Truss checked for 2509 movable concentrated load along Bottom Chord. nonwnwnrant Wth design gravity loads.
R=1(01 U=W RL=48# NAILED
PLT.
EAST COAST TRUSS
5. . 2 M ". Pax. M ..
OMM7 (�g Nwnio Ta. (M),W-5xs
QTY=1 TOTAL=1
THIS DWG. PREPARED By THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT
140 mph wind, 15.00 R mean hgt, ASCE 7-05. CLOSED bldg, Located anywhere in roof. CAT 11. EXP B, wind TC DL=4.2 Pat,
Wnd BC DL=5.0 pal. Iw=-1.00 GCpi(./-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-cancurrent live load.
Collection meets L/240 live and U180 total load.
R=25M NAILED
R=2029 U=5" NAILED
P.E.License # 19554
1908 NW 112th Ave
Pompano Beach, FIL
TC LL
TC CIL
SC DL
BC LL
TOT.L1
15.1129.12
30.Opsf
15.Opsf
10.Opsf
SPACING 24.0"
SEQ= 112064
SCALE =2.3355
LVA
O/A LEN. I
JOB #: 22350
TYPE JAC
Top chord Zx4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
In lieu of structural panels or rigid wiling use purrins:
CHORD SPACINGON OC) START(Fr) END(FT)
TC 51 -2.96 10.14
8C 120 0.15 10.14
140 mph wind, 15.0011 mean hgL ASCE 7-05, CLOSED bidg, not located withln4.5011 from foof edge, CAT 11, EXP B,windTC
DL=4.2 psf, wind BC DL=5,0 psf. Iw=-1.00 GCpi(-/-)=0.18
VVind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-concument rive load.
Deflection meets U240 live and U180 total load.
Truss checked for 250# movable Concentrated load along Bottom Chord, nonooncument with design gravity loads.
R-'43N NAILED
R=875ff U=32M RL=134N W=-W2 R=43W-ELN U=182# WILED
SEQ= 112086
PLT. WP+-WAVE DUIGN 0Rrr-FB�RE8M`1-= �- PsY ED�) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.6378
"WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPCRTANr'
Morris A. Shashoua
TC LL 30.0PSf
REF
FURNISH THIS OMWING TO A� CCNTRACTOM INCLUDING THE INSTALLERS,
BE ��hft
P.E.Umnse # 19554
TC CIL 15.Opsf
DATE 05-16-2011
...."�WW CSI�9[LEBFwBIO—p�� ��W�fm
BC IDL 10.0PSf
C)RWG
LVA
CT
BC LL 0.0PSf
E
TOT.LD. 55.Opsf
O/A LEN. 100111
EAST COAST TRUSS
DUR.FAC. 1.33
JOBM 22360
528E W. LUCIE BLVD. ". PIERCE IL 31946
1908 NW 112th Ave
SPACING 24.0"
TYPE JACK
(77ZA-5336
Pompano Beach, FL
I
Top chard 2x4 So #2
Bol chord 2x4 SP #2
In lieu of stnuctural panels or rigid wiling use pudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -2.96 6.14
BC 72 0.15 SA4
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcument with design gravity loads.
140 mph Wool. 15.00 It mean hgI, ASCE 7-05, CLOSED bldg, not located within 4.50 It from roof edge, CAT 11, EXP B, Wind TC
DL=4.2 last, wind BIG DL=5.0 psf. lw-1.00 GCpi(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-concurnard Irkne load.
Deflection meets 1-1240 live and U180 total load.
R=19N U=82SE MILED
2.5 12 11 1!
-�4(Al)
R=6W U=297# RL=97# �-n
13=30� NAII-ED
SEQ = 112091
PLT. TYP.-WAVE DESIGN ORM=FOC�WPI. I.T. GINDNY EDS QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =0.9192
"WARNINCH" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Morris A Shashoua
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
P.E.Licemse # 19554
TC ILL 30.Opsf
REF
TCOL 15.0PSf
DATE 05-16-2011
aw
BC DL 1 0.0PSf
DRING
BC LL 0.0PSf
LVA
TOT.LD. 55.Opsf
O/A LEN. 60111
EAST COAST TRUSS
DURFAC. 1.33
JOB M 22350
52M n. LUCIE FL IMO
1 S-2.
1908 NW 112th Ave
SPACING 24.0"
TYPE JACK
OFM (772)UL24jo%L�IVRIE
—�—,TPI
Pompano Beach, FIL
Top chord 2x4 So #2
Bot chord 20 So #2
In lieu of structural panels or rigid Selling use purms:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 62 -2.96 2.14
BG 24 0.15 2.14
Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads orlong-lerm
deflection.
2.5 12
1
2-11�
I nJO U��. I-MCI-MMIMU Or I �C AL"INM JUD ut,ziurnmr, rmv�� rmurn I MUGD, MVK G �TUU I
140 mph wind, 15.00 It mean hill, ASCE 7-05. CLOSED bldg, Located anywhere in roof, CAT 11, EXP 8, wind TC DL=4.2 psf,
vvind BC DL=5.0 psf. i,-1.00 GCpi(-/-)=0.18
VVind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L1240 live and U180 total load.
Tmss checked for 250# movable wircentrated load along Bottom Chord, nonwncument with design gravity loads.
SI
R=551-30# R157# UI NAILED
2'1'11
R�M Um35I# RL=0i1# W=6T
R=2331-78# U-134 NAILED
�ilmlj = 11 zukib
PLT. TYP.-WAVE DESIGN CRn=-FBCaXrrRESI FTMT- SASMYS(o) QTY=l TOI REV. 10.02.05.1129.12 SCALE =1.6451
"WARNINGI- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Morris A. Shashoun
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTCRO INCLUDING THE INSTALLERS.
P.E.License 9 19554
TIC LL 30.0psf
REF
TIC CIL 15.Opsf
DATE 05.16-2011
GI
BC DL 10.10PSf
DRWG
BC LL 0.0PSf
LVA
EE
Me= I
O/A LEN. 20111
TOI 55.Opsf
DURYAG. 1.33
JOB M 22350
EAST COAST TRUSS
SaN5 Dr. MUSIX a.. ff. INES&Z U10
FL-5336
1908 NW 1 12th Ave
SPACING 24.0"
TYPE JACK
OMM (M)M-2480 T� (M 4"
F�
rvGEG: — IN,.
I
. Pompano Beach, FL
I
Top chord 2x4 SP #2
Dot chord 2x4 SP #2
In lieu of structural panels or rigid wiling use purfins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 75 -1.56 4.28
SO 50 0.15 4.28
Truss checked for 25ON movable concentrated load along Bottom Chord, nonconcurrent vAth design gravity loads.
140 mph vAnd, 15.00 ft mean hgt, ASCE 7-05, CLOSED bIdg, Located anywhere in roGf, CAT I[. EXP B. vAnd TC DL�1.2 psf,
vAnd SO DL=5.0 psf. w-1.00 GCpf(-/-)=0.18
Wind reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-concurront live load.
Defection meets U240 live and L/M total load.
MWFRS loads based w trusses located at least 7.50 ft. from roof edge.
R=1484 U=724 MILED
R-,27# U=9M RL=1071�90 W=8' R=2904 MR-JED
SEQ= 112103
PLT. TYP.-WAVE MIGN wn-FBOEXoREOrP� FVRT- M(0%y O(G) QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.1642
"WARNING11" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT-
Morris A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS D�WNQ TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
T—
P.E.Llwnse # 19564
TC CIL 15.Opsf
DATE 05-16-20111
BCDL 10. OPSf
DRWG
BC LL 0.0PSf
LVA
TOT.1-D. 55.Opsf
O/A LEN. 40306
EAST COAST TRUSS
DURYAC. 1.33
JOB M 22350
R. Er. WOE Bum. ff. REEO' 4
1908 NW 112th Ave
SPACING 24.0"
TYPE JACK
0MVE: (MIN-2450 Ya (M)4"-5ME
lcc
Pompano Beach, FIL
0
A
lob:(22350).JEFFPEDERSON.PETER�LEN�DITIONIUJL
Top chord 2x4 SP #2
Bot chord 2x4 SIG #2
In lieu of structural panels or rigid Selling use punfins:
CHORD SPACINGIN OC) START(FT) END(FT)
TC 64 -1.56 3.37
BC 39 0.15 3.37
Truss checked for 250# movable concentrated load along Bottom Chord. nonconcument With design gravity loads.
140 mph vAnd, 15.00 ft mean hgt. ASCE 7-05. CLOSED bldg, Located anywhere in roof. CAT 11, EXP 8, Ivind TIC DL=4.2 PSI,
vAnd BC DL=5.0 psf. IvI GCpl(-/-)-0.18
Wind readions based on MWFRS pressures.
Bottom chord checked for 10.00 psi non-ccuncument live load.
Deflection meets U240 live and U180 total load.
MWTERS loads based on trusses located Sd least 7.50 ft. from rood edge.
R=10W U=SM NAULED
74-8
R�09# UI RL=69/� WINS' R=2790 NAILED
SEQ= 112109
PLT. TYP.-WAVE DESIGN CRIT-FISCSIXGREGI FVNI M(GvV NO) QTY=1 TOI REV. 10.02.05.1129.12 SCALE =1.3515
"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
Morris A. Shashout,
30.Opsf
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
P.E.Licanse # 19554
TC LL
REF
DATE 05-16-20111
TC DL 15.Opsf
BC DL 1 0.0PSf
DRWG
EIC LL 0.0PSf
LVA
�.I —In tn EnI 1, SN nanan,, I
TOT.LD. 55.Opsf
O/A LEN. 30408
EAST COAST TRUSS
1.33
". IN ESEE M aNNG
1908 NW 112th Ave
DURYAC.
JOB #: 22350
SPACING 24.0"
TYPE JACK
GM17.(LMILM. 0M(M -533S
I "
Pompano Beach, FIL
15
t
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
In lieu of structural panels or rigid calling use pudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TC 51 -1.56 2.37
BC 27 0.15 2.37
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcurrent vAth design gravity loads.
R=396# U-�I# RL=70048tI W=8'
140 mph wnd, 15.00 111 mean hip, ASCE 7-05. CLOSED bldg, Located anywhere in mof, CAT 11, EXP B, wind TC DL-4.2 psf,
Wnd BG DL=5.0 psf. [�-1.00 GCpi(-I-)=0.18
IrAnd reactions based on MWFRS pressures.
Bottom chord checked for 10.00 psf non-corricument live load.
Deflection meets U240 live and U180 total load.
MWFRS loads based on trusses located at least 7.50 ft. from rcof edge.
R=5M U=29# NAILED
R=266# U=44 NAILED
SEQ = 112117
PLT. TYP.-WAVE DE81GN Cnff-FEC�REUTIIM 17ORT. IIII)l III QTY=l TOTAL=1 REV. 10.02.05.1129.12 SCALE =1.6434
-WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT' FURNISH THIS DRAWING TO AU. CONTRACTORS INCLUDING THE INSTALLERS,
A�
Morris A. Shashoua
P.E.License # 19554
1908 NW 112th Ave
Pompano Beach, Fl-
TC LL 30.Opsf
TC CIL 15.0PSf
BCDL 1 0.0PSf
EIC LL 0.0PSf
TOT.LD. 55.Opsf
REF
DATE 05-16-2011
EAST COAST TRUSS
520 LUCIE 0 H. PIERM M NIII
*MM7.(MhIIEL'
0 FM (M)OG-SMS
DRWG
LVA
O/A LEN. 20408
DURYAC. 1.33
JOB #: 22350
SPACING 24.0"
TYPE JACK
w
Top chord 2M SP Al2
Bot chord 2.x4 SP #2
In lieu of structural panels or rigid calling use purfins:
CHORD SPACING(IN OC) START(FF) END(FT)
TC 38 -1.56 1.37
BC 15 0.15 1.37
Truss checked for 250# movable Concentrated load along Bottom Chord, nonconcurnent Wth design gravity loads.
R�
140 mph mrid, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in mof, CAT 11, EXIS B, Wind TC DL=4.2 psf,
YV,nd BC DL=5.0 psf. w-1.00 GGpi(-/-)=0.18
Wind reactions based on MVVFRS pressures.
Bottom chord checked for 10.00 psf non-Concument live load.
Dellection meets U240 live and U180 total load.
RL=51"U W=8'
R=331-27# R�-37# U�7# NAILED
R=2EV-15V U=16# NAILED
SEQ= 112123
PLT. TYP.-WAVE DESIGN QTY=1 TOTAL=1 REV. 10.02.05.1129.12 SCALE =2.0960
'WARN(NGI" READAND FOLLOWALLNOTES ON THIS DRAWINGI
-IMPORTANT'
Moms A. Shashoua
TC LL 30.Opsf
REF
FURNISH THIS DFtAWNGTOALLOCNTRACTORS INCLUDING THE INSTALLERS.
T—�.—=Gv
P.E.1-icense # 19554
TC DL 15.Opsf
DATE 05-16-2011
BC DL 10.0PSf
DRWG
BC LL 0.0PSf
LVA
TOT.LD. 55.0PSf
O/A LEN. 10,108
DUR.FAC. 1.33
JOB #: 22350
EAST COAST TRUSS
1908NW112thAve
SPACING 24.0"
TYPE JACK
�=Tn
Pompano Beach. FL
I
Top chord W SP #2
Sot chord 2x4 SP #2
Webs 2x4 So #3
In lieu of structural panels or rigid ceiling use pudins:
CHORD SPACING(IN OC) START(FT) END(FT)
TO 64 -2.16 9.84
SC 75 0.15 9.84
140 mph Yvand, 15.00 It mean hill. ASCE 7-05, CLOSED bldg, Located anyhere in roof, CAT 11, EXP B, vand TO DL=4.2 psf,
vdnd SO DL=5.0 psf. lw-1.00 GCpi(-/-)=0.18
Wind reactions based an MWFRS pressures.
Hipjack supports 7-0-0 setback lacks Wth no mbs.
Deflection meets U240 live and L/I 80 total load.
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcument vAth design gravity loads.
-2'17 710-1
R=62W 11=1780 W=10"l
—1—
.--ea "--
EAST COAST TRUSS
ess �. LWIE BLVD. FF. PIERM R. M946
_URCE. J"2)06-240 Fa (772)400-5333
Z10-4 R=11 U=810 NAILED
SEQ= 112294
TOTAL= 2 REV. 10.02.05.1129.12 SCALE =0.6969
INSTALLERS.
Moms A. Shashoua
P.E.License 11119554
TC LL 30.Opsf
TC CIL 15.Opsf
BC DL I 0.0PSf
BC LL 0.0PSf
TOT11). 55-OPSf
REF
DATE 05-16-20
C)RWG
LVA
O/A LEN. 91001
DURYAC. 1.33
JOB #: 22350
1908 NVV 112th Ave
Pompano Beach, FL SPACING 24.0"
Top chord 2x4 SP #1 P
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Special loads
---- (Lumber Dur.Fac.=1.331 Plate Dur.Fac.=1.33)
TC- From 90 pit at -2.14 to 90 pit at 9.84
BC- From 20 pif at 0.00 to 20 pif at 9.84
TC- 400.00 lb Cone. Load at -2.05
TC- 272.00 lb Conc. Load at 1.41
TC- 298.00 Ite Cone. Load at 4.24
TC- 417.00 lb Cone. Lead at 7.07
BC- 692.09 lb Cone. Load at 1.41
BC- 826.33 lb Cone. Load at 4.24
BC- 914.17 lb Cone. Load at 7.07
Bottom chord checked for 10.00 psf non-cancument live load.
Truss checked for 250# movable concentrated load along Bottom Chord, nonconcument wth design gravity loads
PLT. TYP.-WAVE
EAST COAST TRUSS
ERM FL.
. . " .... ... NM
.... (,'�)U,. (772 -5336
nw.�o -�-:Tpl
2 Complete Trusses Required
WIN
Nail Schedule:0.131"x3' nails
Top Chord: I Raw @ 9.OG'o.c.
Bot Chord: 1 Row @ 6.50' o.c.
Webs : I Row @ 4"o.c.
Use equal spacing between news and stagger nails
in each row to avoid splitting.
140 mph wind, 15.00 it mean hgt, ASCE 7-05, CLOSED bIdg, not located within 4.50 it from roof edge, CAT 11, EXP B. wind TC
DL=4.2 Pat. wind BG DL=5.0 psf. w= 1.00 GCpi(-/-)=O. 18
Wind reactions based on MWFRS pressures,
In lieu Of structural panels or rigid wiling use pudins:
CHORD SPACING(IN OC) START(FT) END(Fr)
TC 50 -2.09 9.84
BC 116 0.15 9.84
Deflection meets U240 live and U180 total load
- 21W4 - R=191-28# U=23# NAILED
i� ; I : I '
R=2000# U-120 NAILED
SEQ = 112597
PLIES= 2 TOTAL= 2 REV. 10.02.05.1129.12 SCALE =0.6087
INSTALLERS.
Moms A. Shashoua
P.E.Ucense # 19554
TC LL 30.Opsf
TC DL 15.Opsf
BC CIL 1 O.Opsf
BC LL O.Opsf
TOTID. 55.Opsf
REF
DATE 05-16-2011
-DRWG
LVA
O/A LEN. 91001
CIUR.FAC. 1.33
JOB #: 22350
1908 NW 112th Ave
Pompano Beach. Fi- SPACING 24.0"
Top chord 2x4 SP #2 :T22x4 SP #1:
Bot chord 2x4 SP SS
Webs 2A SP #3
Special loads
-(Lumber Dur.Fac.=1.33 I Plate Dur.Fac.=1.33)
TC- From 90 pit at -3.53 to 90 pit at 15.81
BC. From 20 pit at 0.00 to 20 pit at 15.81
TC- 54.91 lb Cone. Load at 2.18
TC- 33.06 lb Cone. Load at 3.07
TC 53.28 Ib Cone. Load at 5.311
TO. 198.51 It, Cone. Load at 6.66
TC- 106.03 RD Conc. Load at 7.54
TC- 148.31 Ib Cone. Load at 9.62
TC- 438.00 lb Cone. Load at 11.13
BC� 233.25 lb Cone. Load at 2.16
EIC- 251.60 lb Cone. Load at 3.07
BC- 266.19 lb Cone. Load at 5.31
BC- 302.83 lb Cone. Load at 6.66
BC- 278.95 to Cone. Load at 7.54
BC- 289.80 RD Cone. Load at 9.62
BC- 435.00 lb Cone. Load at 11.13
Wind reactions based on MWFRS pressures,
In lieu of structural panels or rigid ceffing use pudins:
CHORE) SPACING(IN OC) START(FT)
END(FT)
TC 18 -3.51
15.81
SO 92 0.51
15.81
140 mph Wind, 16.00 ft mean hgI, ASCE 7-05, CLOSED bIdg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TO
DL=4.2 Pat, wind BIG DL=5.0 psf. 1,-1.00 GCpi(-/-)=0.18
Left and right cantilevers are exposed to vand
(a) Continuous lateral bracing equally spaced on member. Or 2x6 "T" brace. 80% length of web member. Same species & grade
or better, attached with 1 Ed Box or Gun (0+ 1 35"x3L5",min.)naIa @ 6" OC.
Deflection meets U240 live and U1 80 total load,
(1) 2x4X8-0-0 SP #2 Top chord scab centered 0-5-7 from left end, Attach to one face of chord with (2) rows of 0. 131 'xY nails
@ 6" D.C., staggered 3".
5.911
4-4 e -
R=61# J=400 NAILED
T612 169-11
R=2032# U=50� W=IW5 R=313M U=54M W=8'8
R-800 R,-2" NAILED
SEQ = 112520
PLT. TYP.-WAVE DE$IGN 0R1T-F0C�ESffPIaXQ `rMT=Movvs01 QTY=1 TOTAL=1 REV. 10.02.05.1129A2 SCALE =0�2630
�1�11 .1 �. �11� 1�16�1. �6 PWJ. .. .�� I �1.
.IMFCRTANT' FURNISH THIS DRAWING TO AUL CONTRACTORS INCLUDING THE INSTALLERS,
1-. 1.. -1 .1 -, U..
P.E.License # 19554
TC ILL. 30.Opsf
REF
TC CIL 15.Opsf
DATE 05-16-2011
BC CIL 10.0PSf
DRING
TRUSS-Ec
R, ..
BC LL 0.0PSf
LVA
TOT.M. 55.Opsf
O/A LEN. 150911
DURYAC. 1.33
JOB #: 22350
EAST COAST TRUSS
3 [ERVE FL 34946
W2.
1908 NW 112th Ave
SPACING 24.0"
TYPE HIP -JACK
(772)460-5=
Pompano Beach, FL
C,