HomeMy WebLinkAbout16-16850 ' � i
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� CITY OF ZEPHYRHILLS
• e. i � 5335—8TH STREET
' (si3)�so-oo20 16850
� BUILDING PERMIT SINGLE FAMILY E I TIAL
� PERMIT INFORMATION L T O INFORMATION ,
Permit�:16850 Issued: 12/21/2015 Address:�6�FORT KING RD
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: SITE WORK Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Fee�t: Est. Value: Book: Page:
Cost: � 700,270.00 Total Fees: 2,087.00 Subdivision: CITY OF ZEPHYRHILLS
Amoun, Paid: 2,087.00 Date Paid: 12/21/2015 Parcel Number: 03-26-21-0010-03500-0000
CONTRACTOR INFORMATION ' OWNER INFORMATION •
Name: CON-SUR INC Name: SUMMERSET APARTMENTS L P
Addr: P.O. BOX 847 Address: 3550 S TAMIAMI TRL STE 301
EAGLE LAKE, FL 33839-0847 SARASOTA, FL 34239-6014
Phone: (863)533-3001 Lic: Phon : 1-9 9- 271
Wo'rk Desc: SITE WORK ONLY SUMMERSET APTS
- APPLICATION EES
S TE WORK 2,087.00
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� -- ' Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MIS INS LATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
�
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE—METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE—SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
i
REIN�PECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local �overnment shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION PEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may b�e found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
� before recording your notice of commencement."
Complete Plans,Specifications and Must Accompany Application. All work shall be pertormed in accordance
� with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�
CO RACT RS SIGNATURE PERMIT OFFI
i PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
; CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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' ; a��-�eo•oozo Ciiy of Zephyrhiiis Permit Appllcation Fax-813-780-OD2i
Building Dopartment
Oato Rocelved Phone Contac!for Permlriirt —
I "t-rrrr�-•�-i- - --rr'i i�� -
ownoraNamo Summerset Apar�mcnts, LP OwnerPhoneNumbor 941-929-1.271
! Owner'sAddress 35ti0 S Tamiami 'Trail, Sardsota, FL OwnerPhoneNumder
i
Fee Simple Titleholder Namo [_— Owner Pbono Number
Fee 5lmple T(Ueholder Add
,toeqop�ss '�T�ort K:i.ng Road, Zephyrhills, FL 33592 ior�t �
SUBDNISION � PaRce�.ioa 03-26-21-0010-03500-0000
(OBTAINEO fROM PROPERTY TH7f NOTICE)
WORK PRdPOSEp e NEVI CONSiR 8 ADD/AlT � SIGN Q Q pEMOLiSH
INS7AlL REPAIR
PROPOSEDU5E Q SFR Q COA�M � OTH[R 1tP_ OTiS "YUL10I1
TYPE OF CONStRUGT10N Q BLOCK Q FRA�dE Q STEEL Q
DESCRIpTIONOFWORK G1t24J0�}C
BUILD[NG SiZE � � SQ FOOTAGE� HEIGH7 �
QBUILDING � VALUATlON OF TOTAL CONSTRUCT30N
QELECTRICAL 5 AMP SERVJCE Q PROGRESS ENERGY Q W.R.E.C.
QPLi1MHING $ Value 01' Slte WOL'3C:$7��,270
OMECHANICAL 5 � VALUATION OF MECHAIJICAL INSTALIATiON
OGAS Q ROOFfNG Q SPECIAI.IY � OTHEft
� FINISHEO FLOOR ELEUAT70NS g� 7� FL000 ZO1VE AREA QYES NO X
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� BUIIDER �// ���P�.� COR—SUI', IriC. �
I SlGNATURE ��� REGlSTEAED Y/ N FE[CURREA Y/N
S
� Addross -O Box 8�7, Cc,gle Lake, I'L 338 ? License� {
ELECTRICIAN "� R�s EriEo Y/ N FEE cuRaEn Y/N
SIGNATURE
Address Licensa N � I
PLUMBER COMPANY
S16NATURE HEGISTENEO Y/ N FEE Gi1RREA Y/N
Addross I Ucense N
MECHANICAL � COMPANY ��
SIGNATUR6 RFGISTERED Y!N PEEcuwten Y!N
Addrass Licensa# I —�
.07HER COMPANY �
5lGNATURE REGISTEREO Y/N FEE CURRE� Y!N
Adqross Licnnse€I j
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RESIaENT1Al Attach(2)Ploi Plans;(2)sets of Butfding Pia�s;(1)set af E�eryy Fortns:R•O-W Permit tor naw consirucGon,
Minimum ten{iU)working days aher submiltat date. Required onsite,Conslruction Plans,Stormaater Plans w/Silt Fence i�stalled,
Sanitary Fncilities&1 dumpster,Site Work Parmil ior su6divislonsflarge proloc(s
COMMERClAi. Attach(2)complele sots of 8uildinp Plans plus a Life Safeiy Paqe;(1)soi of Energy Forms.R•O-W Permit for new consiruclion.
fvtin(mum fen(10)vrorklrtg days after submlttal tlate. Requited onslte,Construclion Plans.StormNaler Plans wt Sitt Feace installed,
Sanilary Facllitfes&S dumpsler.S(te Work Pertnil tor a11 new prajects.A11 commercial requirements must meel compliance
S{GN PERMIT At:ach(2)secs of Engineered Plans.
""PROPERTY SURVEY requlred for al1 NEW construction.
J • • ' • - 3 1 tii �i lif 14i.i
Olrectlona:�
Fili out application compietely.
atimer 8 ConUacror sign back of applica0on,notarized
it over 52500,a No11ca o�Commonceme�t Is raquired, (A!C uperedns over 57500)
" Agenl((or 1he contraciorJ or PoNEr o►Atlomoy('ar lhu owner)twuld be somoone�nfh nolarized Iatler frnm owner authorizing same
OVER THE COUHTER PERMiTTING (copy of conVatl raquired)
ftoroofs if shinglos Sewors Servico Upgradus A!C Fonces(PIoUSurveylFootaga)
IDrivaways-Not over Counter if on puWic roadways..needs ROV�
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�� www.con-sur.com
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P.O.Box 847 • Eagle Lake,Florida 33839• (863) 533-3001 •Fax(863) 533-4586
o Whom It May Concern:
IThis letter hereby states Matthew Rayle from Core Construction is authorized to pick up the Summerset
�Site Permit from the Building Department in place of Con-Sur Inc.
��
r2 �a 2a��
Sheldon McVay/President of Con-Sur Inc. Dated
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p'VC -'WA'�'ER �►I�D �C}R+�E �1�TAXI�t.•T'RESS'C�R1�TE�fi�REP£���. ,_
«� - . . . .
:batc; �`��'j
P.r�jea Name•-��____�'�✓ � i'�� • : �.�. .- '��/��a' I,
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Ap�rovai tlurnbcr: Locatiqn: � ' .
. Starti�g Timc af Test. r7.` .3� P�'M. Stariing pressure in PSI: � J�c�- ��50 PSI M`in.
� Ettding Time,ofTest: �`- �SC� �� �nding Pressure iz�PST: � ��'t�._,,.,,,�,
Iihzration of Test�iinutes�: ���tZO iy��imc�m} Avcrag�Test pr'essure i�a PSI: � 5f�
� �
� . ' '' � �'ipc Dsaiineter . . .
Cam utatio��'tir A1lowablc i.�aka c (Jse 5 arat+�Ca[umA for Fach Pi e Size
I � . i ,� �, 4 �
I . �+diur�ete�r vf tcste� i �e,i�akes ',
I I�t=Numb�r of`aints �
P=Av�ta �e t�st r.essura, si - � � � � �
• AI�OW�t1�C�?tpG IC3�C��C t��I.I.�2[.} . .
, • _ Y..s���� . 7+��� '
N�number of ctos�d vatvss in , , � � . �
tested i c -
AlEowablt va(ve;cakage.�ga�I i�r� .
_ �Y=Q.Ot�78X}�'�►
Altaw�bta I.eak�tge{$at f hr� � � .� ' ' .
� � .?I=Lf'{� • � ' '
A�owable Le�caga in g�ll4ns . � � �
� TZ Tl X 2 ' ' ' '
' � Tt►TAL ALLOWABLE I.�AI{A��LS StIM QF COLxfMNS i#Z+3+!t+5=,,,�„_�$�i�
NtEAS�3�t,ED�EAKAGE�,_..__�r__{�_,_:.Ballans. • -
� '�'t�a Abavc"�'�st�(�fo+c.�, �,dc�s Aot)Rtect tha.requinments. . - .
t� �
, � Remar4�s: � _________ ,.., '
- ...� ... ..,....�....-.—..�- . .
W�hie,�sad byt . � �
. Iuspei:ttor: ' � - � �
Tagi�,�eaC• ' , ' -- -
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' . UtiUtyfCor�tracfor:' 4'1� ���'�►�' � l.l�'! G���`. '��t��LE ,,,4„� .
�nv.L�ng fazm PI'F�P�JC reviscd I Il94 . ' .
__ _ _____ � l
�,, � • FORM 2-K �
.ryutomai�c 5prir►kler Sysfiems
� Co�.�ractar's Mat��rial and Test
C�ertificate for Underground Piping
�
Date:r � r/ Property ame: �
P�operEy Address: � - � l�fr�, �'� .c f�j r
Procedure
lJpon�.completion af wbrk, inspection and tests shall be made by the contractar's representative and witnessed by
an o ne�'s r�presentative.Ail ciefects shatl be corrected and the system (eft in service before contractor's persottnei
finatl�+ ieave the jab.
A certificate shall be filled out and signed by both representatives.Copies sha!! be prepared for approving authari-
ties, owners,and cantractors.}t is understaod that the owner's repcesentative's signature in no way prejudices any
claim�against contractor far faulty material, poor warkmanship,or•failure to camply with approving autharity's
reqw�ements ar locai ordinanc�s.
Plans
Acce i ted bY[�pP�'aving authority's nameCs)3
Address
R
Installation conforms to accepted plans? Yes � Na
Egui �ment used is ap�roved? Yes O No
If no, explain deviations.
Instructions
Has persan in charge of fire equipment been instructed as to IQcation of controE valves
and �are and maintenance of this new equiprnent? 97 Yes O IVo
If no, explain.
Have copies of app�opriate instructions and care and maintenance charts been left on �
i premises? ❑ Yes 0 No
' If na,�explain.
Coca�ion � '
. Supplies bidgs.
Unde�ground Pipes and oints
' Pipe i onforms to_��� , standard. Yes ❑ No
Fittings conforms to �f�- standard. �1'� ❑ NQ
� if�o,�expiain. ,
Join� needin anchorage clamped, strapped, or blotked in accardance with
' ����� standard. '�Yes ❑ No
�� If na,explain.
� �
i Test Pescription
FLUSN!lVG:Flow the reguired rate until wate�is clear as indicated by na coElectic�n csf foreign materiat in burIap
bags at outletr sucfi� as hydrants and blaw offs. Ftush at flows not less than 400 gpm(1 S14 Umin)for 4in.(102-mrn}
pipe,�600 gpm (2271 L/min)far 5-in.(127-rnm) pipe, 750 gpm (2839 L/min)for 6-in. (152-mm)pipe, 100D gpm
{3785 l.Jrr�in�for 8-in. {2P3-mm}pipe, 15p0 gpm{5t78 �Jmin)for 10-in.{2S4-mm}pipe and 200Q g�m(757f?
Llmi�)for 12-in. (305-mm}pipe.When supply cannot produce stipulated flow rates, abtain maximum available.
PAGE 1 af 2
Copyright�12000 National Fire Protection Association
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FORM 2-K O
�Automatic Sprinkler Systems ,
Contractor's Material and Test
Certificate for Under round Pi in (cont.)
Test Descript(on (cont.)
NYDROSTATlC,Hydrostatic tests shall be made at not less than 200 psi (13.6 bar}for two hours or 50 psi(3.4 bar)
abo'�ve static pressure in excess of 150 psi(7U.2 bar)for two hours.
�FAK4GE:New pipe laid with rubber gasketed joints shall, if the workmanship as satistactory, have fittle or no leak-
ag�at the joints.The amount of leakage at the joints shall not exceed Z qtr per hr. (1.$9 Uh) per 100 joints irre-
spective of pipe diameter.The leakage shall be distributed over all joints. If such teakage occurs at a few joints the
insi�allation shal! be considered unsatisfactory and necessary repafrs made.The amount of allowable fealcage speci-
fiec�above may be intreased by 1 fl oz per in.valve diameter per hour(30 mL/25 mm/h)for each metal-seated �
valye isofating the test section. If dry bar�el hydrants are tested with the main vaive open,so the hydrants are '
under pressure,an additional 5 oz per minute (150 mUmin) leakage is permitted for each hydrant.
Flushing Tests �
Netirv underground piping flushed according to standard. ❑ Yes ❑ No
By i company) If no, explain.
How flushing flow was obtained: �Public water ❑ Tank or reservoir p Fire pump
Th�ough what type opening ❑ Hydrant butt ❑ Open pipe
Lead-ins flushed act rdi to �Q Z standard � Yes l7 No
By(company) � t'1 t If no,explain.
Hoinr flushing flow was obtained Publit water ❑ Tank ar reservoir 0 Fire pump
! Through what type opening ❑ Y connection to flange and spigot � Open pipe
Hydrostatic Test
All lnew underground piping hydrqstatically tested at�0�psi {bar)for�hours
joints covered? i�T Yes 8 No _
Leakage Test
Total amount of leakage measured:_�gals(L) �.._hours
Allowable leakage: gals(L) hours
Hy{drants
N�lmber installed:�_ T e and make:
All operate satisfactorily? �Yes 0 No
i Ca�introl Valves , - ,_,/
Water control valves left wide open? � Yes Lrf IVo
if�o,state reason. � � �{�
Hose threads of#ire depa�tment connections and hydrants inter-
changeahle with those of fire department answering alarm? 0 Yes ❑ No
Remarks Date left in service with all control valves open:
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I� Installing Contractor. JV. Gvn
' 'Signatures of Test Witnesses f ,
For property owner(signerJ), .,.��� .�-- Title S, ,��«.cfi�� Date� � ✓� �
FOr sprinkler contractor(signed) Title Date
� � PAGE2ot2 ,
Copyright��000 National Fire ProtecUon Association �
� --- — - - •-- .._
� CITY OF ZEPHYRHILLS �
5335-8TH STREET
(sis)�so-oo20 16998
j BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION LOCATION INFORMATION -
Permit#�:16998 Issued: 2/02/2016 Address: 6627 FORT KING RD
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 631,890.00 Total Fees: 3,003.51 Subdivision: SUMMERSET
Amount Paid: 3,003.51 Date Paid: 2/01/2016 Parcel Number: 03-26-21-0010-03500-0000
CONTRACTOR INFORMATION OWNER INFORMATION
Name: CORE CONSTRUCTION SVC OF FL LLC Name: SUMMERSET APARTMENTS LIMITED PA
Addr: 8027 COOPER CREEK BLVD STE 110 Address: 3550 S TAMIAMI TRL STE 301
UNIVERSITY PARK, FL 34201 SARASOTA FL 34239-6014
Phone: (941)343-4300 Lic: Phone: 941-929-1270
Wor,k Desc: CONSTRUCT CLUBHOUSE 5,250 SQ FT - SUMMERSET APT
� APPLICATION FEES
BUILDING �EE 2,067.98 ELECTRI AL FEE 438.53 PLUMBING FEE 292.35
MECHANICAL FEE 204.65
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Ins ections Re uired '��
FOOTER I 2ND ROUG PLUMB MIS INSULATION CEILING ` i
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH E�ECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
�
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLABI SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
�
REINSE�ECTlON FEE�: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local giovernment shall impose a fee of four times the amount of the fee imposed for the initial inspection or
fir�t reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
� entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
� before recording your notice of commencement."
Compl'ete Plans,Specifications and Must Accompany Application.All work shall be pertormed in accordance
� � with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� NO OCCUPANCY BEFORE C.O.
�
, �
,; /
.,.
,
•� T ' O S SIGNATURE PERMIT OFFI
�� ( PE IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
I
i
�
6627-Clubhouse-5,250 SQ FT-CORE CONSTRUCTION '
o umn
SQ. FEET PRICE
�I
� MAIN OR LIVING: 5,250 $ 120.36
, OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ - �
I� VALUATION 631890.00
� $
" FEE SHEET $ 1,949.00
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 2,067.98
ELECTRICAL: $ 438.53
PLUMBING: $ 292.35
MECHANICAL: $ 204.65
SUB-TOTAL $ 3,003.51
TOTAL $ 3,003.51
SEWER: $ - n/a
WATER: $ - n/a
IRRIGATION: $ -
TOTAL: $ -
' WATER METER: $ - n/a
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL: $ -
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ - na
PUBLIC SAFETY IMPACT FEES
POLICE $ - n/a
FIRE $ - n/a
5% $ -
TOTAL: $ -
SUB-TOTAL $ 3,003.51
PARK IMPACT FEES $ - n/a
SIF'S: $ - n/a
100.0% $ -
1.0% $ ' -
TOTAL: $ -
T I F'S: $ - n/a �
99% $ -
1% $ -
TOTAL: $ 3,003.51 ��3�
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Clubhouse
o umn
SQ. FEET PRICE
MAIN OR LIVING: 5,250 $ 120.36
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 631,890.00
FEE SHEET $ 1,949.00
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 2,067.98
ELECTRICAL: $ 438.53
PLUMBING: $ 292.35
MECHANICAL: $ 204.65
SUB-TOTAL $ 3,003.51
TOTAL $ 3,003.51 '�
SEWER: $ - n/a
WATER: $ - n/a
IRRIGATION: $ - �
� TOTAL: $ -
WATER METER: $ - n/a
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL: $ -
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ - na
PUBLIC SAFETY IMPACT FEES
POLICE $ - n/a
FIRE $ - n/a
5°/a $ - .
TOTAL: $ -
SUB-TOTAL $ 3,003.51 ,
PARK IMPACT FEES $ - n/a
SIF'S: $ - n/a
100.0% $ -
1.0% $ -
TOTAL: $ -
' T I F'S : $ - n/a
99% $ -
1% $ -
TOTAL: $ 3,003.51
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Club House
� o umn
SQ. FEET PRICE
MAIN OR LIVING: 5,250 $ 120.36
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 631,890.00
FEE SHEET $ 1,949.00
ADDRESS $ 40.00
DRIVEWAY $ 40.00
{
BUILDING: $ 2,067.98 ,
ELECTRICAL: $ 438.53
PLUMBING: $ 292.35
MECHANICAL: $ 204.65
SUB-TOTAL $ 3,003.50
;
i TOTAL $ 3,003.50
SEWER:
WATER:
IRRIGATION: $ -
TOTAL: $ -
WATER METER:
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL: $ -
PUBLIC SAFETY IMPACT FEES
POLICE
FIRE
5% $ -
TOTAL: $ -
SUB-TOTAL $ 3,003.50
PARK IMPACT FEES
SIF'S:
100.0% $ -
1.0% $ -
TOTAL: $ -
TIF'S:
99% $ -
1% $ -
TOTAL: $ 3,003.50
�
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;
� 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021
Buildinp Dapartmonl
Deto Recolvad
T�T 5 �2 ?�� Phone Contact far Pertnit�� � � �� ��8� _ _
� OwnorsName {N�E1/ t r. O�mer Phone Number ,
Owners Address 'C6wner Phone Numbor Z 12 �
Fee Slmpfe Titleholder Name Oemer Phane Numher
Fea Simple Tillehotdar Address
JOB ADDRESS �S V� COC NE'C� D� `C �.+ ��\ NeI a LOT# �
SUBDIVISIQN PARCELIDq �3 2� 2'1 �� �� 036�� 'D�oO
(OBTA�IJED FHO51 PROPERTY TA7C t:OiICE)
WORKPROPOSED tvEVlCONSTN ADD/ALT 0 SIGN Q Q DEf.40LISH
� INSTALL B REPAIR
PROPOSED:USE Q- SFR Q- COt.4.7' �. OTHER
TYPE OF CONSTRUCTION �, BLOCK Q FRA1.1E Q STEEL Q
�ESCRIPTION OF WORK yJ �{p ♦ t�r! 'C -r �V�6,\�1r�11,
BUILOING SIZE d1L SQ FOOTAGE I HEIGHT � �
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QBUILDING. S b DOO VltLUATION OF TOTAL CONSTRUCTION
�ELECTRICAL S L lU.1P SERVICE Q PROGRESS ENERGY Q W.R.E.C. ����
b2 cbm � (� Z �//�
QPLUHBING S ��v � tf � I _ �
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QGAS Q ROOFING Q SPECIALTY 0 OTHER 2 � � �/""�� ��q�¢,•f�;�
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SIGNATURE REGISTERED Y/N FEE CURREA Y/N � �
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SIGNATURE L REGISTERED Y/N FEECURRE� Y!N V U
� ���Z��
QO,�' Addre _ License# I
P� PWM�ER �(J(� I �nl CO!APANY ,
�i5�� SIGNATURE �"�� REGIS7ERED Y I N FEE CURREI. Y 1 N
�� � �
Address Llcense�
��� �2 ,�.
���� � ' MECHANICAL '�p j��Z,�'u��.i/l� COMPANY � I
SIGNATUR� ��� �� REGISiEREO Y-/N FEECUftREn Y/N
P Iz s�u J � Address License N I
P^�' �i7 9 ,
J_ 0��' i 8 OTHER COIAPANY �
g�3�� y SIGNATURE REGISTERED Y/ N FEE CURREP Y/N �
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�SS,yM' Address License� �
cJ 4411-444► 1-6411�441-LI-I 1�41111-I�1�1-1-11-I�I FF11-1�1-11-11-1-41-611 41-1-11 FI�1�1 F11-1 I-I-1-11� I
, RESIDENiIAL Allach(2)Plot Plans;(2)sels of Building Plans;(1)set ot Energy Forms;R-O-W Permit for new consWcUon, I
GTinimum ten(10)e,rorking deys a0er submillal date. Required onsile,Conslruclion Plans,Slortnrroter Plane��d Sill Fence installed,
Sanitary Fadiities 8 1 dumpster,Site Work Permit for subdNsionsllarge projecls
, CO�dIdERCIAL- Ailach(3)'compfele Sels:ot Buildiog:Plaris:plus a:Life Safety.Fage;(1}-sel dLEnergy.Forms:R=0-W PermR tor nevcwnstnidion. �
Minimum ten(10►nrorking days aner submiltal date. Required onstte.Conswcllan Pians.Stormvsler Plans vr!STl Fence Installed, '
Sanitery FaciliGas&1 dumpster.Site Work Permil for all nea�pro;ects.AI commercial requlrements musl meal compliance
SIGN PER611T Attach(2)sets ot Engineered Plans. i
\ ""PROPERTY SURVEY ruquiretl(or all NEW consWction.
�B-�F-1-1-F-h4.f�-6-at�5#�Fab�1-f-lh�L•FI-1-rb�4d�M-l-�l-l-l-1-l�I�b-��M�k�' I�M�d�b-�1-I�I�k�� �
Dlrectlons: i �
Fill out epplicafion completely. ;
O�mer 8 Contrac(ar sfgn back aI applicaUon,notarized ' ;
It-over-52600;a Notice oFCommenoemenl-Is required: (A!C upgroUes over37600) '� i
•' Agenl(for the wnVaclor)ar Pmser o(Allarney((or tha ovmer)e.nuld be somuono vrith notarized letter from m:mer authorizing same �
� OVER THE COUNTER PERfdITTING (Front of Applicalion Onty) f
, Re�oofs itshingles Seefcrs. SeMce Upgrades A/C_ Fences(PIoIlSurvey/Footege) �
I
Driveways•�ot over Counler H on pubtic roadvrays..needs ROW . i
.. � • . I
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i NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subjecl to"deed"restrictions" i
which may be more reslrictive than County regulations. The undersigned assumes responsibility for compliance�vith any
iapplicabie deed reslriclions. �
i UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or ;
conlractors to undertake�vork,lhey may be required lo be licensed in accordance��Ath state and Iocal regulalions. If lhe �
j contractor is not Iicensed as required by_law, both.the ovmer and conlractor may_be cited_for a.misdemeanor violation
under stale la�v. Ii lhe owner or intended contractor are uncertain as to what licensing requiremenls may apply for the
intended work,they are advised to conlact ihe Pasco Counly Building inspection Division—Licensing Section at 727-847-
8009. FuAhermore, if the owner has hired a coniractor or contractors, he is advised to have lhe conlractor(s) sign
poRions,of:lhe"contraclor Block"of.lhis appiicationfor�vhich:lhey:vrill:be responsible. If:you,as=the otimec-s(gn:as:the
contractor,thal may be an indicalion that ho is not properly licensed and is not entilled to permitling priviieges in Pasco
Counry.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
lhat Transportation Impact Fees and Recourse Recovery Fees may appty lo lhe consiruction oi ne�v buildings,change of- �
use in exisling buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,tivill be identffied at the time of
permilting. It is furlher understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to �
receiving a"ceriificate of occupancy"or final po�ver release. I(the project does not involve a certificate of occupancy or �
final power release,the fees must be paid prior to permit issuance. Furlhermore,if Pasco County WaterlSe�ver Impacl I
fees are due,they musl be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CO�STRUCTION LIEN LAW(Chapter 713,FloNda-$tatutes,as amended): If valuation of work is 52,500.00 or-more,I �
' certi that I, the applicant, have been provided with a copy of the `Florida Construction Lien Law—Homeo�vner's
Protectlon Guide"prepared by lhe Florida Department of Agriculture and Consumer Affairs. It the applicant is someone '
other than the"o�vne�',I certify that I have obtained a copy of the above described document and promise in good failh to ,
deiiver il to the`ov+ner"prior to cammencement:
CONTRACTOR'SIOWNER'S AFFIDAVI7� I ce�iify that all lhe informalion in this application is accurale and that ali work
� will be done in compliance with all applicable la�•�s reyulating conslruclion,zoning and land developmenL Applicalion is ,
� hereby made lo obtain a permit lo do �vork and installalion as indicated. I certffy ltiat no �vork or installation has �
commenced prior to issuance of a permit and lhat all�vork will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in lhe jurisdiclion. I also
'I certify that I understand that the regulations of other govemmenl agencies may appty to the intended work,and that it is '
my responsibilily to fdenlify�vhat aclions I must take to be in compliance. Such agencies include bul are nol limiled to:
�� - Departmenl of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive
Lands,WaledWaslewaler Treatment. �
- South�rest Florida Water Management Districl-Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses. ,
Army Corps of Engineers-Sea�valls,Docks,Navigable Watenvays. �
' i - Deparlmenl of Health & Rehabilitative Services/Environmental Heatth Unit-Wells, Waste�vater Trealmenl, �
Septic Tanks.
- USEnvironmental Protection Agency-Asbestos abalemenG
Federal Avialion Authority-Rurnvays. �
I understand lhal lhe tollovring restrictions apply to lhe use o(fill:
- Use of fill is not allowed in Flood Zone`V'unless expressly permilted. �
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a '
"compensating volume"�rill be submilled at time of permitting which is prepared by a professional engineer
licensed by lhe State of Florida. �
- If.ihe.fill.material_is_to-be used-in-Flood.Zone."A"in connection�vith a permilted building.using stem.wail i
construction,I certify lhat fill will be used only lo fill the area�vilhin the slem wall. I
- If fill material is to be used in any area, I ceriify thal use of such fill will not adversely a(fect adjacent
properties. If use of fill is found to adversely affecl adjacent prope�ties,the ovmer may be cited(or violating
the condilions of lhe building permit issued under the attached permit applicatiom,for lotsless than one(])
acre which are elevated by fill,an engineered drainage plan is required.
If I am lhe AGENT FOR THE OWNER,I promise in good talth to inform the ovmer of lhe permilling condilions set forth in �
this aKdavit prior to commencing conslruclion. I understand lhat a separate permil may be required for eteclrical�vorR, ,
plumbing, signs,welis, pools; air conditfoning; gas:or olher instaliations not specifically included in the applicalion. A I
permit issued shall be construed l0 6e a license to proceed vrith lhe�vork and not as authorily to violate,cancel,alter,or
set aside any provisions of lhe technical codes,nor shall issuance of a permit prevenl the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become Invalid �
unless the work authorized by such permit is commenced vrilhin six monlhs of�permit issuance,or if�vork authorized by i
the permit is suspended or abandoned for a period of six(6)months aRer ihe time the�vork is commenced. An extension �
may be requesled,in�vriting,from the Building Official for a period not to exceed ninety(90)days and will demonsirate
justifiable cause for the exlension, If_a�ork ceases-for ninely.(90)consecutive days,Ihe job.is-considered abandoned. �
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO , MENTS 70 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
- WITH:YOUR CENDER OR r ATTOR EY-BEFORE RECORDING YOUR NOT MME
FLORIDA JURAT(F.S.117.03) _
OWNER OR A CONTRACT ,
Subs ' d sxrom lo( a irtned)before me Ihis Subscribed and ti ror ' or � , �� ��os�
) r^�
Who islare pers nalty k v to me has/have produced Who is/are pe aliy kno�m lo me or hasfiave produced �
as identificalion. as Idenlificallon. �
I �
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�/ ala Publlc Nolary Public �
Commissfon No. / Cammisslon No.�1"� ��� I
�y �r ZiZ�t�.� '
Name of Notary ty d,print or stemped Neme o(Nolery ryped,prinled or stemped
' ;�,i:�'��•; J.VAN HORN "��..,,,, . �
i • '*: �:� Commission#EE 145945 =2�`�'r�'°��=: VIJAY PATEL ;
II � o�: Expires February 19,2016 '` '` MY COMMISSION#FF133484 ;
''�;���� Bonded'I}ruhoyFainlnsurance8pQ38,S7p�g t�'+��°` EXPIRES June 17,2018 �
..'F'oF w„ �
(ao7)39E•ots3 Flor(dallota 9arvice.com
�
CITY OF ZEPHYRHILLS, FLORIDA
5335 8TH STREET �
TEMPORARY CERTIFICATE OF OCCUPANCY- WITH CONDITIONS
NAME: Core Construction/ Summerset Apartments LTD DATE: December 28, 2016
ADDRESS 6627 Summerset Apts / Clubhouse bldg 1
' PARCEL I.D. 03-26-21-0010-03500-0000 SUBDIVISION : Summerset
TYPE OF BUILDING : Apartments
PERMIT'(s) 16998
REMARKS : CONDITIONAL APPROVAL FINAL DATE: 12/19/2016
BILL BURGESS BUILDING OFFICIAL/ JEB �
**************CONDITIONAL APPROVAL**********************
Developmental Orders needs to be completed
Receipt for solid waste
___.__ Final AS Builts
_ Landscape/engineer letters
Doors on dumpster pad
Pool final inspection
�,;�►. i
F[orida Energy Efficiency Code For Building Construction
EnergyGauge Summit0 Fla/Com-20�0, EfFective Date: March 15, 2012 -- Form 506-2010
Total Building Pertormance Method for Commercial Buildings
, PROJECT SUMMARY
�
Short Desc: Summerset Apartments Description: Summerset Apartments
Owner: Beneficial Communities
Addressl: Ciiy: Zephyrhills
Address2: State: Fl
Zip; 0
Type: Multi-Family Class: New Finished building
Jurisdiction: ZEPIIYRHILLS,PASCO COUNTY,FL(611600)
Conditioned Area: 11045 SF Condiiioned&UnConditioned Area: 11045 SF
No of Stories: 4 Area entered fram I'lans 0 SF
Permit No: 0 Max Tonnage 2.3 ,
If different,write in:
EnergyGauge Summit0 FlalCom-2010.Section 506.4 Compliant Sofiware.Effective Date:March 15,2012
� 9/4/2015 Page 1 of 10
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Compliance Summary
Component Design Criteria Result
Gross Energy Cost (in$) 5,522.0 9,015.0 PASSED
LIGHTING CONTROLS PASSES
EXTERNAL LIGHTING No Entry
HVAC SYSTEM PASSES
PLANT No Entry
WATER HEATING SYSTEMS PASSES
PIPING SYSTEMS PASSES
Met all required complia�ice from Check List? Yes/No/NA
IMPORTANT MESSAGE
Info 5009 -- -- -- An input report of this design building must be submitted aiong with this
Compliance Report
EnergyGauge Summit0 Fla/Com-2010.Section 506.4 Compliant Soffware.Effective Date:March 15,2012
� 9/4/201 S Page 2 of]0
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CERTIFICATIONS
I hereby certify that the plans and specifications covered by this calculation are in co p i nce with the
Florida Energy Code
�
Prepared By: Adam J.Barney Building Offlcial:
Date: ��(Fj Date: �
I cerEify that this building is in compliance with the FLorida Energy Efficiency Code
Owner Agent: Date:
If Required by Florida law, I hereby certify(*)that the system design is in compliance with the Florida
Energy Efficiency Code
Architect: Forum Architecture Reg No: AA0002731
Electrical Designer: Blake Suddath Reg No: 69060
Lighting Designer: Blake Suddath Reg No: 69060
Mechanical Designer: Adam Barney Reg No: 69124
Plumbing Designer: Adam Bamey Reg No: 69124
(*) Signature is required where Florida Law requires design to be performed by registered design
professionals.
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EnergyGauge Summit0 Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
9/4/2015 Page 3 of 10
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Project: SummersetApartments
Title: Summerset Apartxnents
Type:Multi-Family
{WEA File:FI. TAMPA INTERNATIONAL_AP.�n3)
Building End Uses
1) Praposed 2) Baseline
Total 379.20 778.SO
$5,522 $.I1,269
ELECTRICITY(MBfulkWhl�) 379.20 778.50
111109 228120
$5,522 $11,269
AREA LIGFiTS z9.6o s6.7o
8672 25399
$43I $1,255
MISC EQU IPMT GI.90 61.90
15143 18143
� $902 �896
PUMPS�MISC o.so o.00
244 0
$12 $0
SPACE C001. 98.10 317.80
28734 93116
,$X,428 $4,600
SPACE HEAT s6.00 �6.00
25199 22270
$1,252 $1,100
� VENT FANS ia2.so 236.io
30117 69192
�r,49� �3,�rs
'�
� Credits Applied: None PASSES
Passi�ng Cx•iteria=9015
Design (including any credits) =5522
Passing requires Proposed Building cost to be at most 80% of
Baseline cost.This Proposed Building is at 49% ',
EnergyGauge Summit0 FIa1Com-2010.Section 506.4 Compiiant Sofiware.Effecfive Date:March 15,2012
i 9/4/2015 Page 4 of 10
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, Externai Lighting Compliance
Description Category 'I'radable? Allowance Area or Length ELPA CLP
(W/Unit) or No.of Units (VV) (�
(Sqft or ft)
� None �
Project:5vmmerset Apartments
Title:SummersetApurtments
Type:M�lti-FamiIy
(WEA File:FL TAMPA INTERNATIONAL AP.tm3)
Ligh�ing Controls Compliance
Acronym Ashrae Description Area Design Min Compli-
ID (sq.ft) CP CP ance 'll
. UnitAl I6,001 Private Living Space 708 3 I PASSES �
Unit A2-iJFAS 16,001 Private Living Space 708 3 1 PASSES
Unit A3 16.001 Private Living Space 815 3 1 PASSES
Unit B1 16,001 Private Living Space 1,040 3 1 PASSES
Unit$2 16,001 Private Living Space 1,040 3 1 PASSES
Unit B3 16,001 Private Living Space 1,075 3 1 PASSES �
' Unit B4-iTFAS 16.OQ1 Private Living Space 1.040 3 1 PASSES
' Unit BS-U�'AS 16.001 Private Living Space 1,040 3 1 PASSES
'i Unit B6-IJFAS 16,001 Private Living Space 1,075 3 1 PASSES
Unit C1 16,001 Private Living Space 1,252 3 I PASSES
Unit C2-IJFAS 16,001 Private Living Space 1.252 3 1 PASSES
PASSES
�
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EnetgyGauge Summit0 FialCom-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
�
9/4/2015 Page 5 of IO
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Project: SummersetApartments
Tifle:SummersetApartments
Type:Multi-Family
(�'VEA File:FI. TAMPA INTERNATIONAL_AP.tm3)
System Report Compliance
Unit AI AHU-1 Constant Volume Air Cooled No.of U�nits
Split System<b50Q0 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria TPLV Criteria liance
Cooling System Air Conditioners Air Cooted 17300 14.00 12.23 11.6Q PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
Air Handling Air Handler(SuppIy)- 600 0.80 0.82 PASSES
System-Supply Constant Uolume
Unit AHU-1 Constant Volwme Au•CooIed No.of Units
A2-UFAS Split System<65000 Btu/hr 1 ,
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lI'LV Criteriu liance
Cooling System Air Condirioners Air Cooied 17300 14.00 I2.23 11.60 PASSES
Split System<65000 Btu/b I
Cooling Capacity i
Heating System Electric Furnace 17065 1.00 1.00 PASSES
Air Handling Air Handler(SuppIy)- 6U0 0,80 0.82 PASSES
System-Supply Constant Volume
Unit A3 AHU-1 Constant Volume Air Cooled No. of Uuits
Split System<65000 Btu/hr 1
Component Category Cupacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 17300 14.00 12.23 11.60 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
' Air Handling Air Handler(SuppIy)- 600 0.80 0.82 PASSES
System-Supply Constant Volume
Unit B1 AAU-2 Constant VoIumeAir Cooled No. of Units
Split System<65000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
�ff Criteria lPLV Criteria liance
EnergyGauge Summit0 F1a1Com-201Q.Section 506.4 Compliant Software.Effective Date:March 95,2U12
9/4/2015 Page 6 of 10 ,
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Cooling System Air Conditioners Air Cooled 23000 14.00 12.23 11.60 PASSES
Sp3it System<65004 Btu/h
� Cooling Capacity
' Hearing System Electric Furnace 17065 1.00 1.00 PASSES
Air Handling Air Handler{Supply)- 800 �.80 0.82 PASSES
System-Supply Constant Uolume
Unit B2 AHU-2 Constant Volum.e Air Cooled No.of Units
SpGt System<65000 Btu/hr 1
Component Category Clpacity Design Eff Design IPLV Comp-
�ff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 23000 14.Q0 12.23 11,60 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 8Q0 0.80 0.82 PASSES
System-Supply Constant Volume .
Unit B3 AHU-2 Constant Volume Air Cooled No.of Units I
Split System<b5000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 23000 14.00 12.23 11.60 PASSES
Split Systenn<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17U65 1.00 1.Q0 PASSES
Air Handling Air Handler(Supply)- 800 0.80 0.82 PASSES
System-Supply Constant Uolume
Unit AHU-2 Constant Volume Air Cooied No.of Units
B4-UFAS Split System<65000 Btu/hr 1
Component Category Cupacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Caoled 23000 14.00 12.23 11.60 PASSES
Split System<65000 BtuTh
Cooling Capacity
Heating System Electric Furnace 170b5 1.00 1.00 PASSES
Air Handling Air Handier(Supply)- 800 0.80 0.82 PASSES
System-Supply Constant volume
EnergyGauge Summit0 FlalCom-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
9/4/2015 Page 7 of 10
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Unit AHU-2 Constant VoIume Air CooIed No.of Units
B5-UFAS Split System<65000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 23000 14.00 12.23 11.60 PASS�S
Split System<65000 BtuJh
Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
�I Air Handling Air Handler(Supply)- 800 0.80 0.82 PASSES
System-Supply Constant Volume
Unit AHTJ-2 Constant VoIunue Air Cooled No, of Units
B6-iTFAS Split System<65000 Btu/hr 1
i Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Condidoners Air Cooled 23000 14.00 I2,23 11.60 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
! Air Handling Air Handler(Supply)- 800 0.80 0.82 PASSES
�, System-Supply Constant Uolume
�
Unit C1 AHU-3 Constant Volume Air Cooled No.of Units
Split System<65000 Btu/hr i
ComponeuE Category Cupacity Design Eff Design IPLV Comp-
, Eff Criteria lPLV Criteria liance
�� CooIing System Air Conditioners Air Cooled 28000 14.00 12.23 11.60 PA.SSES ;
Split System<65000 Btu/h
I� Caoling Capacity
Heating System Electric Furnace 27304 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 1000 0.80 0.82 PASSES
System-Supply Constant Volume
Unit AHU-3 Constant Volume Air Cooled No. of Units
C2-iJFAS SpIit System<65000 Btu/hr 1
Component Category Capacity Design �ff Design IPLv Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 28000 14.00 12,23 I1.60 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 27304 1.60 1.00 PASSES
Air Handling Air Handler(Supply)- 1000 0.80 0.82 PASSES
System-Supply Constant Uolume �
EnerqyGauge Summit0 FIa1Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
9/4/2015 Page 8 of 10 'I
PASSES
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
' No Eff Eff IPLV IPLv liance
, None �
Pro'ect:SummersetA artments
I J P
I Tifle: Surunierset Apartments
Type:Multi-Famuily
� (WEA File:FI,_TAMPA INTERNATIONAL_AP.tm3)
Water Heater Compliance
Description I�pe Category Design Min Desiga Max Comp
Eff Eff Loss Lass liance
' Water Heater 1 Electric water heater <= 12 [kW] 0.92 0.92 PASSES
Water$eater 2 Electric water heater <= 12[kW] 0.92 0.90 PASSES
PASSES
Project:Summerset Apartments
TiUe: SZuumersetApartments I
Type:Multi-Family i
(WEA File:FL_TAMPA INTERNATIONAL AP.tm3) '
Piping System Compliance
Category Pipe Dia Ts Operadng Ins Cond Ins Req Ins Compliance
jinches] Runout? Temp [Stu-iNhr Thick jin] Thick[in]
', IFJ .SF.FJ
Heating System{Steam,Steam 0.25 False 105.00 0.28 0.50 0.50 PASSES
Condensate,&Hot Water}
PASSES
EnergyGauge Summit0 FIa1Com-2010.Section 506.4 Compliant Software.Effective Dafe:March 15,2612
9/4/2015 Page 9 of 10
i
Project: Summerset Apa'rhue�its �
Tide:Su�nmerset Apartments
Type:Multi-Family
(VVEA File:FL_TAMPA_INTERNATIONAL_AP.tm3)
Othe�Required Compliance
Category Section Requirement(���rite N/A in boa if not applicable) Che k
Report 506.4.2 Input Report Print-Odt.from EnergyGange F1aCom attached
Operations Manual 303.3.1, Operations rnanual provided to owner �
503.2.93,
505.7.4.2
Windows&Doors 502.3.2 Glazed swinging entrance&revolving doors:inax. 1,0 cfiulftZ;all
� other products: 0.3 cfin/$2
Joints/Cracks 502.3.3 To be caulked,gasketed,weather-stripped or otherwise sealed
Dropped Ceiling 5023 Vented: seal&insulated ceiling.Unvented seal&insulate roof&
Cavity side walls
�I HVAGEffciency 503.23 Miniinumeffciencies:Tables503.2.3(1)-(8)
HVAC Coutrols 503.2.4 Zone coritrols prevent reheat(exceptions);separate thermostatic
� control per zone;
Ventilation 503.2.5 Outdoor air supply&exhaust ducts shall have dampers that
automatically shut when systems or spaces served are nat in use.
Exhaust air energy recovery required for cooling systems
(Exceptioris).
ADS 503.2.7.5 Duct sizi'ng and Design have been pe'rformed /
i
HVAC Ducts 503.?.7 Air ducts,fittings,mechanical equipment&plenum chambers �
shall be mechanically attached,sealed;insulated&installed per
Table 503.2:7.2.Fan power limitations.
Balancing 503.2.9.1 HVAC distribution system(s)tested&baianced.Reporf in
construction documents.
Piping Insulation 503.2.8 HAC and&ervice hot water.In accordance with Table 503.2:8.
Water Heaters 504 Performance requirements in accordance with Table 504.2.Heat ��
trap required. '�
Swimrning Pools 504;7 Vapor-retardant or liquid cover or other means pro��en to reduce � I
heat loss on heafed pool's;Time switch(excephons};readily ,
accessible on/off switch.
Motors 505.7.5 Ivlotor efficiency criteria have heen met ,
Lighting Coritrols �05.2,502.3 Automatic control required for interior lighting in buildings
>5,000 s.f.;Space control;Exterior photo sensor;Tandom wiring
with 1 or 3 linear fluorescent lamps>30W
EnergyGauge Summit�FIa/Com-2010._Section 506.4 Compliant Software.Effective Date:March,15,2012
9/4/2015 Page 10 of 10 ,
� '
EnergyGaage Summit0 v5.0(�
INPUT I)ATA REPORT _
Pra�ect Inforxnation
�
,
Project Name. Sulntnerset Apartmezxts Orientation: North ''�
Project TitIe; Summerset Apartments Suildixtg Ty�f e: Multi-Family
I
Address. B1t7.ItIII1�C��SSIf"iC1�IbI1: New Finished buildzn�
State: �1 No.ofStorxes: 4
Zip: 6 GrossArea: 11045 SF
C+wner= Beneficial Communities
Zones
�
No Acronym Description Type Area Muliiplier Total Area �
[s� (s�]
1 Zone 1 Zone 1 CONDITI(�NED 708.0 1 708.0 ❑
2 Zone 2 Zone 2 CONDITIOI�TED 708.{} i 7{}8.0 ❑
3 Zone 3 Zone 3 CONDITI01`JED 815.0 1 815.0 ❑ I
4 Zone 4 Zone 4 CQNDITK7NED 2040.a 1 1Q40.0 ❑
5 �one S Zone 5 CONDITI(3NED 1040.0 1 1040.0 ❑
6 Zone 6 Zone 6 C�NDITIONED 2t37S.0 I 1p75.4 ❑ �
I
9/4/2415 EnergyGau�e Sununitfl vS.00 1
I
7 Zone 7 Zone 7 CONDITIONED 1040.0 1 r040.0 Q�
8 Zone 8 Zone 8 CONDITIONED 1040.0 1 1040.0 ❑
9 Zone 9 Zone 9 CONDITIONED 1075.0 1 1075.0 ❑
]0 Zone 10 Zone 10 CONDITIONED 1252.0 1 1252.0 ❑
11 Zone i 1 Zone 11 CONDITI�NBD 1252.0 1 1252.0 ❑
Spaces
No Acronym Description Type Deptli Width Heiglit MuIti Total Area Total Volume
[ftJ [ftJ [ft) plier [sfJ [cf]
�
In Zone: Zone 1
1 UnitAl UnitAl Private Living Space 1.00 708.00 9.33 1 708.0 6605.6 ❑
In Zone: Zone 2
1 Unit A2-UFASUnit A2-UFAS Private Livin�Space 1.00 708.00 8.00 1 708.0 5664.0 ❑
It�Zone: Zone 3
1 Unit A3 Unit A3 Private Living Space 1.00 815.00 9.33 1 815.� 7604.0 ❑
In Zane: Zone 4
1 Unit B 1 Unit B 1 Private Living Space 1.00 1040.00 9.33 1 1040.0 9703.2 ❑
In Zone: Zone 5
1 Unit B2 Unit B2 Private Living Space 1.00 1040.Op 9.33 1 1040.0 9703.2 [�
In Zone: Zone 6
1 Unit B3 Unit B3 Private Living Space 1.00 1�75.00 9.33 1 1075.0 1.0029.8 ❑
In Zone: Zone 7
1 Unit B4-LTFASUuit B4-UFAS Private Living Space I.DO 1040.00 9.33 1 1040.0 9703.2 ❑
Tn Zone: Zone 8
1 Unit BS-UFASUnit BS-UFAS Private Living Space 1.Ofl 1040.00 9.33 I 1040.0 9703.2 []
In Zone: Zone 9 .
l Unit B6-UFASUnit B6-UFAS Private Living Space 1.00 1075.00 9.33 1 1075.0 10029.8 ❑
Tn Zone: Zone 10
1 Unit Cl Unit C1 Private Living Space 1.00 1252.00 9.33 1 1252.0 1168I.2 []
In Zone: Zone 11
1 Unit C2-UFASUnit C2-UFAS Private Living Space 1.00 1252.00 9.33 1 1252.0 11681.2 ❑
9/4/2015 Ener�yGau�e Summit0 vS.00 2
Lighting
No Type Category No,of Watts per Po�ver Control Type No.of
Luminaires Luminaire (Wj CtrI pts
In Zone: Zone 1
In Space: Unit Al
� 1 Compact Fluorescent General Ligl�ting 6 40 240 Manual On/Off 3 �
Ui Zone: Zone 2
In Space: Unit A2-UFAS
1 Compact Fluorescent General LigUting 6 40 240 Manual On/Off 3 ❑
In Zone: Zone 3
In Space: Unit A3
1 Compact FluorescenE General Lighting b 40 240 Manual On/Off 3 []
In Zone: Zone 4
In Space: Utut B1
1 Compact Fluorescent General Ligl�ting b 40 240 Manual On/Off 3 �
I�t Zone: Zone 5
In Space: Unit P2
1 Compact Fluorescent General Ligl�ting 6 40 240 Manual�n/Off 3 �
In Zone: Zone 6
In Space: Unit$3 i
1 Compact Fluorescent General Lighting 6 40 240 Manual On/Off 3 ❑
In Zone: Zone 7
In Space: Unit B4-UrAS
1 Compact Fluorescent General Lighting 6 44 240 Manual On/Off 3 �
In Zone: Zone 8
In Space: Unit BS-Uk'AS
1 Compact FIuorescent General Lighting 6 40 240 Manual On/Off 3 [!
In Zone: Zone 9
In Space: Uaut B6-UFAS
1 Compact Fluorescent General Li�hting 6 40 240 ManuaI On/Off 3 �
In Zone: Zone lfl
In Space: Unit C1
1 Compact Fluorescent General Lighting 6 40 240 ManuaI On/Off 3 �
9/4/2015 Ener�yGau�e SumnuK�v5.00 3
Zn Zo�xe: Zone 11 "`-
In Sp�ce: Unit C2-LTFAS
1 Compact Fluorescent General Lighting b 44 240 Ivlanual{3ntOff 3 �
1NaIIs
i�io Descripiion Type Widtli H{Effec) Muiti Area DirectionConduct�nce HeAt Dens. R-Vuiue
[ft� [ftJ plier [st] [Bfu/hr.sf.T] Capacity jlb/cf] [h.sf.FBtu]
[73ivJsf.F]
Ita Zane: 2one 1
1 Walf 1 Exteriar Wall 2�.flt} 9.33 1 223.9 Nortl� t3.Q478 2Q.9 ❑
2 Wa112 Exterior Wall 27AD 9.33 1 251.9 East Q.0478 20.9 ❑
3 Wali 3 Facter�or Watl 4.00 9.33 1 3?.3 West t}.Q478 2(}.9 �
4 Wall 4 Exterior Wall 24.00 9.33 1 223.9 South 0.0478 20.9 ❑
In Zone: Zone 2
1 Wall 1 Exterior Wail 24.Q0 9.33 1 223.9 North 0.047$ 20.9 ❑
2 �Vall 2 Exterzor Wall 27.4(} 9.33 1 251.9 East 0.4478 24,9 ❑
3 Wa113 Exterior Wall 4.00 9.33 1 37,3 West 0.0478 20.9 ❑
4 Wall 4 Exteriar Wall 24.00 9.33 1 223.9 South 0.4478 20.9 ❑
In Zone: Zone 3
1 Wall 1 Exterior Wall 10.5Q 9.33 1 98.0 East Nort 0.0478 20.9 ❑
hEast
2 Wa112 Exterior Wall 4.33 9.33 1 40,4 North 0.0478 20.9 ❑
3 t�alI 3 Exteriar Walt 33.00 9.33 1 30�.9 South O.O�F78 24.9 n
4 Wall A Exterior WaII 11.Q0 9.33 1 1p2.6 West q.0478 20.9 ❑
In Zoue: Zone 4
I Wall 1 Exteriar Wall 35.00 9.33 1 326.6 North OA478 20.9 ❑ I
2 Wa112 Eacterior Wall S.dQ 9.33 � 46.7 East 4.4478 20.9 ❑ !
3 Wall 3 Exteriar Wall S.OQ 9.33 1 46,7 South 0.0478 20.9 ❑ �
In Zane: Zone S '
1 Wali 1 Exterior Wall 35.00 9.33 1 326.6 North 0.0478 20.9 ❑ �
2 Wai12 Exterior Wall 7.40 9.33 1 65.3 East �.0478 20.9 ❑ �
3 Wa113 Exteriar Wall 35.00 9.33 1 326.b South 0.0478 20.9 ❑ I
Izx Zone; 7one 6
1 WaII 2 Exterior Wall 35.Q0 9.33 I 326.6 Norkh U.Q�78 20.9 ❑ (
9/4/2p15 �ner�yrGau�e S�vnmifOO v5.0{I 4 - �
2 Wa112 Bxterior Wall 7.00 9.33 1 653 East 0.0478 20.9 ❑
' 3 Wa113 Exterior Wall 35.00 9.33 1 326.6 South 0.0478 20.9 ❑
4 Wa114 Exterior Wall 3.00 9.33 1 28.0 West 0.047& 20.9 ❑
In Zone: Zone 7
1 Wall 1 Exterior Wall 35.00 9.33 1 326.6 Nordi 0.0478 20.9 ❑
� 2 Wa112 Exterior Wall 7.00 9.33 1 65.3 Bast 0.0478 20.9 ❑
3 Wa113 Exterior Wall 35.00 9.33 1 326.6 South 0.0478 20.9 ❑
In Zone: Zone 8
1 Wall 1 Exterior Wall 35.00 9.33 1 326.6 North 0.0478 20.9 ❑
� 2 Wa112 Exterior Wall 7.00 9.33 1 65.3 East 0.0478 20.9 ❑
3 Wa113 Exterior Wall 35.OQ 9.33 I 326.6 South 0.0478 20.9 ❑
bi Zone: Zone 9
1 WaII 1 Eaterior Wall 35.00 9.33 1 326.6 North 0.0478 20.9 ❑
2 Wa112 Exterior Wall 7.00 933 1 65.3 East 0.0478 20.9 ❑
3 Wall 3 Exterior Wall 35.00 9.33 1 326.6 South 0.0478 20.9 ❑
4 Wa114 Exterior Wall 3.00 9.33 I 28.0 West O.Q478 20.9 ❑
In Zone: Zone 10
1 Wall 1 Exterior Wall 46.00 9.33 1 429.2 North 0.0478 20.9 ❑
2 Wa112 Exterior Wall 31.00 9.33 1 289.2 East 0.0478 20.9 ❑
3 Wall 3 Exterior Wall 46.00 9.33 1 429.2 South O.Q478 20.9 ❑
4 Wall 4 Exterior Wall 31.00 9.33 1 289.2 West 0,0478 20.9 ❑
In Zone: Zone 11
1 Wall 1 Exterior Wall 46.00 933 1 429.2 North 0.0478 20.9 ❑
2 Wa112 Exterior Wall 31.00 9.33 1 289.2 East 0,0478 20.9 ❑
3 Wa113 Exterior Wall 46.00 933 1 429.2 South 0.0478 20.9 ❑
4 Wa114 Exterior Wall 31.00 9.33 1 289.2 West 0.0478 20.9 ❑
Windows
No Description Type Sliaded U SHGC Vis.Tra W H(�ffec) Mulii Total Area
[Btu/hr sf Fj jftj [ft] plier [st]
In Zone: Zone 1
In Wall: Wall 1
1 Window Wl User Defined No 1.2500 0.25 0.76 3.00 5.33 1 16.0 �
Z Window W2 User Defined No 1.250Q 0.25 0.76 6.00 533 1 32.0 �
9/4/2015 �rter�yGau�e SiunxnitC�v5.00 5
In Zone: Zone 10 J
In Wall: Wall l
1 Window Wl User Defined No 1.2500 0.25 0.7fi 3.00 5.33 2 32.0 �
2 Sliding Glass DoorUser Defined No 1.2500 0.25 0.7b 6.00 6.66 1 40.0 �
Tn Wall: Wa114 I
1 Window W2 User Defined No 1.2500 0.25 0.76 bA0 5.33 1 32.0 � �
In Zone: Zone 17. I
In Wall: W�I11
1 Window Wl User Defined No 1.2500 0.25 0.76 3A0 533 2 32.0 � II
2 Sliding Glass DoorUser Defined No 12540 0.25 0.76 6.00 6.66 1 40.0 �
In Wall: Wa114
1 Window W2 User Defined No 1.2500 0.25 0.76 6.00 5.33 1 32.0 �
In Zone: Zone 2
In Wall: Wall 1
2 Window Wl User Defined No 1.2500 0.25 0.76 3.00 5.33 1 16.0 �
3 Window W2 User Defined No 1.2500 0.25 0.7G 6.00 5.33 1 32.0 �
In Zone: Zone 3
In Wall: Wall l �`
1 Window W2 User Defined No 1.2500 0.25 0.76 6.00 5.33 1 32.0 �
In Wall: Wa112
1 Window W7 User Defined No 1.2500 0.25 0.76 2.66 5.33 2 28.4 �
In Zone: Zone 4
In Wall: Wa111
3 Window Wl User Defined No 1.2500 0.25 0.76 3.00 5.33 2 32.0 �
4 Window W2 User Defined No 1.2500 0.25 0.76 6.00 5.33 1 32.0 �
In Zone: Zone 5
In Wall: Wall I
1 Window Wl User Defined No 1.2500 0.25 0.76 3.00 5.33 2 32:0 �
2 Window W2 User Defined No 1.2500 0.25 0.76 6.00 5.33 1 32.0 �
In Zone: Zone b
In Wa11: WaI11
1 Window Wl User Defined No 1.2500 0.25 0.76 3.00 5.33 2 32.0 �
2 Window W2 User Defined No 1.2500 0.25 a.7b 6.00 5.33 1 32.4 �
In Zone: Zone 7
In Wa11: Wati l
1 Window Wl User Defined No 1.2500 025 0.7G 3.fl0 533 2 32.0 �
2 Window W2 User Defined No 1.2500 0.25 0.7b 6.00 5.33 1 32.0 �
9/4/201.5 ExtexgyGau�e SumnutC�v5.00 b
In Zone: Zone 8
In Wall: Wall l
1 Window W 1 User Defined No 1.25QQ 0.25 0.76 3.00 5.33 2 32.0 �
2 Window W2 User Defined No 1.2500 Q.25 0.76 6,00 5.33 1 32.0 �
In Zonc: Zone 9
In Wall: Wa111
1 Window W 1 User Defined No 1.2500 0.25 0.76 3.00 5.33 2 32.0 �
� 2 Window W2 User Defined No 1.2500 0.25 0.76 6.00 533 1 32.0 �
Doors
No Description Type Shaded? Width H(Effec) Mulri Area Cond. Dens. I3eat Cap. R-Value
[ftJ [ftJ plier (sff [Btu/hr.sf.FJ jlb/cf] [Btu/sf.Fj [h.sf.F/I3tu]
In Zone: Zone 1
In Wall: Wn114
1 Door Solid core flusl� No 3.00 6.66 1 20.0 0.3504 0.00 0.00 2,85 �
(2.25}
In Zone: Zone 2
In Wall: Wa114
1 Door Solid core flush No 3.00 6.66 1 20.0 0.3504 0.00 0.00 2.85 0
(2.25)
In Zone: Zone 3
In Wall: Wall 1
1 Door Solid core fIusIi No 3.00 6.66 I 20.0 0.3544 0.00 0.00 2.85 Q
(2.25}
In Wall: Wa113
I Door Solid core flusli No 3.00 6.66 I 20.0 0.3504 0.00 0.00 2.85 �
(2.25)
In Zone: Zone 4
In W�II: Wa113
1 Door Solid core flusli No 3.00 6.66 1 20.0 0.3504 �.00 0.00 2.85 ❑
(2.25)
In Zone: Zone 5
In Wall: Wa113
1 Door Solid core flush No 3.00 6.66 1 20.0 03504 Q.00 0.00 2.85 []
(2.25)
In Zone: Zo�ie 6
Tn Wall: Wall 3
9!4/2015 EnergyGau�e SummitC�v5.00 7
1 Door Solid core flusl� No 3.00 6.66 1 20.0 Q.3504y`�0.00 0.00 2.85 0
(2.25)
In Zone: Zontc 7
In`Vali: Wa113
1 Door Solid core flusl� No 3.00 6.66 1 20.0 0.3504 O.OQ 0.00 2.85 []
(2.25)
In Zone: Zone 8
In WaII: WnI13
1 Door Solid core flusli No 3.00 6.66 1 20.0 0.3504 0.00 0.00 2.85 �
(2.25}
In Zone: Zone 9
In WaII: Wall 3
1 Door Solid core flusli No 3.00 6.66 I 20.0 0.3504 0.00 0.00 2.85 �
(2.25} .
In Zone: Zone 10
In Wall: WatE 3
I Door Solid core flush No 3.00 5.66 1 20.0 0.3504 0.00 0.00 2.85 Q
(2.25)
In Zone: Zone Il.
In Wall: Wa113
F Door Solid core flush No 3.00 6.66 1 20.0 0.35Q4 O.OQ 0.00 2.85 ❑
� (2.25)
Roofs
No Description Type Widtl� H(Effec) Malbi Area Tilt Cond. Heat Cap Dens. R-Value
jftJ [ft] plier (sf] [deg] (Btu/lir.Sf.T] jStu/sf.F] [lb/cfj [li.sf.F/BtuJ
I[t Zone: Zone 1
1 Roof Roof 735.Q0 1.00 1 735.0 0.06 0.0440 22.7 ❑
In Zone: Zoxte 2
1 Roof Roof ?35.00 I.00 1 735.0 0.00 0.0440 22.7 ❑
In Zone: Zone 3
1 Roof Roof 835.00 1.00 1 835.0 0.00 0.0440 22.'1 ❑
In Zone: Zone 4
1 Roof Concrete Barrel Tile 1066.00 1.00 1 1066.0 0.�0 0.0319 31.3 ❑
Raof
In Zone: Zone 5
1 Roof Concrete Barrel Tile 1066.00 1.00 1 1066.0 0.00 0.03I4 31.3 ❑
Roof
9!4l2015 �nergyGauge SumnutOO v5.00 8
In Zone: Zone 6
1 Itoof Concrete Barrel Tile 1102.00 1.00 1 1102.0 0.00 0.0319 31.3 ❑
Roof
In Zone: Zone 7
1 Roof Concrete Barrel Tile 1066.00 I.00 1 1066.0 0.00 0.0319 3I.3 ❑
Roof
In Zone: Zo�ie 8
1 Roof Concrete Barrel Tile 1066.00 1.00 1 1066.0 0.00 Q.0319 31.3 ❑
Roof
In Zone: Zone 9
1 Roof Concrete Barrel Tile 1102.00 1.00 1 1102.0 0.00 0,03I9 31.3 ❑
Roof
Fn Zone: Zone 10
1 Roof Concrete Barrel Tile 1305.00 1.00 1 1305.0 0.00 0.0319 31.3 ❑
Roof
In Zone: Zone 11
1 Roo£ Concrete Barrel Tile 1305.00 1.00 1 1305.0 0.00 0.0319 3].3 ❑
Roo£
Skylights
l�o Description Type U SHGC Vis.Trans W I3(�ffec)Multiulier Area Total Area
[Siu/l�r sf�] [ft] [ft] [Sf] [SfJ
In Zone:
In Roof:
❑
Floors
_ ,
No Descriplion Type Widtli H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value
jft] (ft] plier [sfJ [Btu/l�r.sf.F] [Btu/sf.T] jlblct] [li.sf.TBtu]
In Zone: Zane 1
1 FIoor Wood Truss Floor 735.00 1.00 1 735.0 0.1009 1.59 16.10 9,91 ❑
In Zone: Zone 2
1 Ploor Wood Truss Floor 735.00 1.00 1 735.0 0.1009 1.59 16.10 9.91 ❑
In Zone: Zone 3
9/4/2015 �nergyGau�e SummitOO v5.00 9
.--
_ _.._
1 FIoor Woad Truss Fioor $35.00 I.00 1 835,0 0.1009 1.59 16.1(} 9.9I Q
In Zpne: Zane 4
1 Floar Wood Truss�loor 1066.{�(} l.{}4 1 2t}66.0 d.I009 1.S9 16.10 9.91 Q
Tn Zone: Zone 5
1 Floaz' Waad Truss Flooz 1066,4Q i.44 1 IQ66.4 O.lOfl9 i.59 16.10 9.91 ❑
rn zo�e: Zone 6
1 Floor Wood Truss�loor 1102.00 1.00 1 1102.0 0.1009 I.59 16.10 9.91 0
In Zone: �ane'�
1 Floor Wood Truss Ploor 1066.00 1.00 1 106G.0 O.i009 1,59 16.1Q 9.91 0
In Zotte: Zone 8
1 Floor Woad Truss Floor 1066_OQ 1.00 1 1066.0 0.1009 1.59 16.10 9.91 ❑
In Zone: Zone 9
1 Floor Woad Truss Floor I1d2.OtI l.Qd 1 1102.0 O.lOfl9 1.59 Ib.10 9.9I �
In Zone: Zane 10
1 Fiaor Waod Truss FIoor 1345.60 1.00 I 1305.(} Q.ltl{l9 1.59 16.i0 9.91 Q
Tn Zone: Zane 11
i rioor Waad Truss Floor 1345.40 1 AO 1 1305.Q 0.1449 1,59 15.14 9.91 �
Systerns
UuitA1 AHU-1 Constant'VolumeAir Caaled Split Na.Qf Units 1
System<65000 Btu/hr
Campo2zent Category Capacity Efficiency IPLV
I Caoling System 17300.00 14.00 11.60 �
2 Heating System I7t}65.00 1.00 �
3 Air Handlang Systein-Supply 600.00 0.80 �
Unit A2-LTk'AS AHiT-1 Contstant Volume Air Cooled Split No. Of U�nits l.
System<65044 8#u/hr
Camponent Category Capacity Efficiency X�'LV
1 ` Cooling System 173t�0.Of} i4.t}D 3i.6{} �
2 Heating System 17065.00 1.00 �
3 As`z Handling Systein-Supply 6Q(}.QO {7.84 �]
9/4/2(!15 EnergyGau�e SummitOO v5.Q0 10
----- - - _ .. J
�-_
Unit A3 AHU-1 Constant Volume Air Cooled Split No. Of Units 1
System<6500Q Btulhr
Component Categoty Capacity Ef�cienc,y IPLV
I Cooling System 17300.00 14.00 11.60 �
2 Heating System 17065.00 1.00 �
3 Air Handling System-SuppIy 600.00 0.80 �
Unit Bl AHU-2 Constant Vo[ume Air Cooled Split No. Of Units 1
System<65000 IitWhr
Component Category Capacity �fficiency IPLV
1 CooIing System 23000.00 14.40 l I.60 []
2 Heating System 17065.00 1.00 �
3 Air Handling System-Supply 800.00 0.80 ❑
Unit B2 .AHU-2 Constant Volume Air Cooled Split No. Of Units 1
System<65000 BEu/hr
Component Category Capacify �fficiency IPLV
1 Cooling System 23000.00 14.00 11.60 �
2 Heating SysYem 17065.00 1.00 ❑
3 Air Handling Systern-Supply 800.00 0.80 ❑
Unit B3 A�TJ-2 Constant Volume Air Cooled Split No. Of Units 1
System<65000 Btu/hr
Component Category Capacity �fficiency IP�V
1 Cooling System 23000.00 14.00 11.60 �
2 Heating System 17065.00 1AO ❑ ,
3 Air Handling Systern-Supply 800.00 0.80 ❑
�
9/4/2015 Ener�yGaa�e Sumnrit0 v5.00 11
r'-- _ ___ _
Unit B4-LJFAS AHU-2 Constant Volume Air CooIed SpIit No. Of Units 1 i �
System<�5000 Btulhr
Conaponent Categary Capacity E�fciency IPLV
� Cooling System 2300fl.QQ 14.t}(} ll.64 �
2 �-Ieating System 17065.00 1.00 �
, 3 Air Handting System-Supply 80{�.{3t} Q.80 �
Unit BS-UFAS AHU-�2 Constant Volum�e Air Caoled Split Na. Of Unifs 1
System<d500�13ti�lhr
Companent Category Capacfty E��ciency �'LV
1 Coaling System 2300Q.qU 14.OQ 1I.60 �
2 Heating Systeu� 1T46S.{�0 I.00 �
3 ASr Handling System-Supply 804.00 0.80 �
Unit Bb-UFA.S AA[l�2 Constant Votume Air Caoled�plit No.{3f Units 1
System<(5000 xitu/hr
Camponent Catega�ry Capacity Effe�ency ZPLV
I Cooiing System 23{100.{IO 14.fl{} I1.60 �
2 I-�eating System 17065.Q0 1.00 �
3 Air F3andling System-Supply 8Q4.{�Q 4.80 �
Unit C1 AHU-3 Const�lnt Valume Air Caoled Split No.Of TJnits 1
System<65000 BtuJhr ;
Campanet►t Categary Cagacity Effciency IPLV j
1 Gooling System 28000.00 14.fl0 11.60 � I
2 Heating System 27344.QQ L40 �
3 Air Handling System-Supply lOQ0.00 0.80 � �
i
i
9/4/2015 Ener�yGai��e Su�nmit0 vS.00 12
�-
Unit C2-UFAS AHU-3 Constant Volume A.ir Cooled Split No. Of Units 1
System<b5000 Btu/hr
Component Category Capacity Effciency IPLV
1 Cooling System 28000.00 14.00 11.60 �
2 Hea4ing System 273Q4.00 I.00 �
3 Air Handling System-Supply 1000.OQ {}.80 �
Pla nt
Equipment Category Size Inst.No Eff. IPLV
Water Heaters
W-Heater Description CapacihCap.Unit UP Rt. Ef�ciency Loss
��. ,
1 EIectric water heater 40 [Gal] 9 [kW] 0.9200 [Efj [BtuTh] ❑
2 Electric water heater 50 [Gal] 9 [kW] 0.9200 [EfJ (Btu/h] ❑
Ext-Lighting
,
Description Category No.of Watts per AreA/Len/No.of units Control Type Wattage
Luminaires Lwninaire [sf/ft/No] [W]
a
Piping
No Type Operating Insulation Nomonal pipe Insutation Is Runout?
Temperature Conductivity Diameter Thickness
[Fl I Btu-in/h.sf.Fj [inj (inJ
1 Heating System(Steam,Steam Condensate,& 105.00 0.28 0.25 0.50 No []
I�iot Water)
9/4/2015 EnergyGau�e Summit0 v5.00 13
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- - -- -- ---
- -------�
., .
Fenestaration U�ed '
Nanze Glass Type No.af GIass �HGC VLT
Panes Couductance
[Stulh.sf.T)
Low E Single User Defined 2 1.2540 Q.254Q 0,7600 ❑
Pane
Nlate�rxals Used
Mat No Acaranym Aescripizon Only R V�lue RValue Tlrickness Canduc6vity Density Speci�cI3ea
Used [hsf.F/I3fu) [ft) [Bta/lt.i't�'j [lb/cfj t
at x oo�- att a . . . . .
24S Mat1245 QLYWOOD,5/8IN No 0.7894 O.q52I 0.0660 34.00 0.2900 ❑ {
�
Constructs Used '
No Name 5inxple 1VXassless Conductance I�eat C�pacity Density RValue
Construct Coustruct [Btu/li.sf.k'] (sfu/sf FI [lb/c#] jla.sf.�'Btu]
lOS8 Salid core flusli(2.25) No Yes 0.35 2.9 ❑
Layer Material MateriaC Tlrickness Framing
Na. (ftJ Factar
1 279 Salid core flush(2.25") 0.000 ❑
9/4/2015 Eaxer�yGaoge Summit0 vS.00 14
- -- ---- --- ---�
' li
�_ __ i
No Natne Simple Massless Conductance I3eat Capacity Densify RValne
Canstrnct Cons#ruct [Stutli.sf.�'1 [Stulsf.F] jIbkfj �h.sf,�"ll3tuj
I063 Concrete Banel Tile Raof No Yes 0.03 31.3 ❑
Layer Material Material Tluckness k"raming i
�+to. �ft� Faetar ;
1 18� GXl'OR PLAS$OARD,1/2IN 0.0417 0.000 ❑
2 IOd3 R 30 Generic Insulation O.b54$ 0.{}Od �]
3 1442 Conorete BarreF T'iie 0.4(�p ❑
No Name Simpie 1V[assless Conductance Heat Cap�city Density RV�lue
Construct Construc# fBtu/h.sf.F] [Bi��Jsf.� [Ib1cf� [h.sf.FlBtu]
1065 Exterior Wall No Yes O.qS 20,9 ❑
Layer Material Material Tiuckness Txaming
Ivo. Ift� �'aetor
1 1Q10 Fiber Cement Siding O.00q ❑ �'
2 1012 Exterior Sheathing 0.000 ❑
3 1012 Fibergtass Batt Insulation 4.SOOt} Q.4�0 ❑
4 187 GYP ORPLAS BOAIZD,1/2IN 0.0417 0.000 ❑
No Name Szmple Massless Conductance Heat Capacity Dansity RVaiue
Construct Construct [Btu/li.sf.F] [�tu/sf.Fj (lb/cfJ jli.sf.�'l.Btu]
1066 Roof No Yes 0.04 22.7 Q
Ls�yer Maferial Material '�'Itick�►ess F�'a�ning '
No. [ft] 1�ac#or ,
1 1�08 Bitumen Roofing Memurane a.00a ❑
2 1{�07 � Tapered Pane1 Iso RaofDeek t}.044 ❑
3 1009 Cancrete Decking 0.000 ❑
9/4/2015 �ner�yGau�e SEunnnitC�vS,00 X5
�
No Name Simple M�ssless Condmetance Heat Capacity Density RValue
Co�stract Cunstract (Btnlh.sf.Ii'� [Btutsf.�'] jib/ct] [h.sf.�'i13tu]
1067 Waad Truss Floar No No 0.].0 1.59 16.10 9.9 ❑
L�yer MateriAl Nlaterial Tluckness Framing
No. [ft] Factor
� 1 245 PLYWOOD,5/8IN 0.0521 0.000 ❑
j 2 266 2x4 ct 16"oc+IZii Batt d.291� 0.000 ❑ `-
3 245 PLYWfl4D,S/8IN 0.4521 4.4�0 ❑
'�--�-
9/4/2015 Ener�yGau�e Sumanit0 vS.00 ].6
� Corporate Office:
� �r��r 6201 Johns rd,Suite 9,Tampa,Florida,33634
r PH: 813,818.4444• FX: 813.818.0333 • EF#20001162
Fire Alarrn & Communications � � www.supe�ior-firealarm.com
Service# Date �2—�-c(.-- � 6
Job Name �(�MN1�12 S�— �,�L �G-� �L�
Site Address
Ph Ine
�
Cal�ed By
Description of-Service
� Item# Description Qty.
I
I
�
i
Wo�k Done S(���tDl�- ���1� ��S fJ�,S�(� \ USPb�I iO,v.S
0�1 �1.7�- '� �u� c lv��o�JL , G�.�U-GiZP,� C o,���c�02
�d S n����oc� �� � 'r_�v� -�� sv Si tiJ,c� o•v (G�
�
.��nd� r�,v�,� �v�W�� �V o� � c�
� 1�
l
�
r4�plete/Incomplete
Date Tech Hours Miles Trav Total Total
Mileage Title �,(� �
j Print Name �/7 )'J- �c- l—��- �-
� �. �1' �
x � ���-_r
i -
' White -Superior Yellow-Customer
i
� License#EF-20001162
u e r�C`'r , FIRE ALARM SYSTEM
�; RECORD OF COMPLETION
Fire Alarm&Communications �
.ame i f protected,property `,U�M� �S � /'��� ��L� ��- � I
Address:����� �� t'C��.J Q 1Z� �L7 G- � � l� Qk}v��I-i �S 'F �����2
Repre�entative of protected properly(name/phone):
Autho�ty having jurisdiction;
Address/Telephone number
Organization name/phone Representative name/phone
Installer: >v �i 02 .7 i 2� �� - l�.-����'�1 �J� �� .. ' 1��"L��tu��
Suppiii r. S �F��O�. i�� —
Service organiza ion: •�`�Z � ��=
Localion of record (as built)d wings: �� 2'L A�Z'M ��s,Vti'L-
Location of operations and maintenanc manuals:- F�1t-'� �L�11Zr`'� ���U �/�AIL �.
Locati i n of test reporis: t�R� ��� .�nc�� ��/�C �.
A contract for test and inspection in accordance with NFPA stantlard(s)
Contract No(s): Effective date: Expiration dale:
System Software
(a) O�perating system(executive)software revision date. �7_� l�'� 2.0�E,
� �. �l� 2:- '�- (7�b
' (b) Site-specific software revision date:
(c)Revision completed by: • �C _
� (name) (r� )
1. Type of System or Service
NFPA 72, Chapter 6-Local
If alarm is transmitted to location(s)off premises, list where received:
.�— NFPA 72,Chapter 8-Remote Station
Telephone numbers of the organization receiving alarm:
Alarm:
Supervisory:
Trouble:
If alarms are transmitfed to public fire service communications centers or others,indicate location and telephone
numbers of the organizations receiving alarms:
Indicate how alarm is transmitted:
NFPA 72, Chapter 8-Proprietary
Telephone numbers of the organization receiving alarm:
Alarm: '
Supervisory: I,
Trouble• '
If alarms are transmitted to public fire service communications ceniers or others, indicate location and telephone I,
numbers of the organizations receiving alarms: �
�
Indicate how alarm is transmitted:
�
NFPA 72,Chapter 8-Central Station
' Prime contractor:
Cent�al stalion location: �
i (NFPA 72, 1 of 4)
I ;
�
I
Means of fransmissian of signals#rom the protected premises to the centrat station: L�cense#EF-2Q00'i162
� McCuAoh Multiplex One-way radio
�Digita)Alarm Communicator Two-way radia Others
Means of transmission of alarms to the public fire service cammunication center:
{�}
���
System lacatian:
� NFPA 72,Chap2er 9-Aux'sfiary
Indicate type of connection: Local energy Shunt Parallel Telephone
L.oeation cif telephone number for receipt of signals:
2. Record of 5ystem instailation
Fill out afler installation is camplete and wiring is checked for opens,sharts,ground faults, and improper branching,but prior to
conducting operational acceptance tesis).
This system hhas been installed in accordance with NFPA standards as shown below was inspected by
I��`a-'C� o�, \�-1a� � � includes the devices shown in 5 and 6,
and has been in service since l� '' ��"�fl.�� .
I
..�? — NFPA 72,Chapfers 0 � � � � 0 0 � 9 �Q j� {circle ali that apply}
_� NFPA 72, Nationa!Electrica!Code 76p
i �II Manufacturers instruclions
� 1 Other(spec's ):
' ' � ^ I�, _ � �
, Signed: date:
( � -�s� '
"'�ganization: ��e ��1 d�' ����
3. Record oP System Operation i,
Dacunientation in accordance with Inspecfion 7esting Form Figure 10.6.2 's..aita tled .
All operationa�fieatures and functions of this system were tested by: �~7 date: �� 'Za«
and found ta be operafing properly in accordance with the requirements of: `�1
� MFPA 72,Chapters � � 3❑ � ❑5 � � 0 9 1° 11 (circle all that apply)
_.�I_ NFPA 72,Natianal Electrica!Code 780
� � Manufacturers insiructions
� Oth (specify). _�
.�
SignedI: � Date:
}2.—��—� �
Qrganization.. � 4! ��-� �����
4. 5i�naling Line Circuits
Quanilty and class of signaling circuits connected to system(see NFPA 72, Tab�e 6.6.9):
Quantity: .�_ Styie: � Class: �
�
1 (IVFPA?2,2 of 4}
i
I
,, .
5. AI Irm-Initiating Devices and Circuits License#EF-20001162
Quantlity and class,of signaling circuits connected to system(see NFPA 72, TabJe 6.5):
Quantity: l b Style: Class: `_
(
� .ANUAL
(a) Mi nual stations�— Noncoded Transmitters Coded Addressable�
(b)Combination manual fire alarm and guard's tour coded siations
AUTOjMATIC
Coverage: Complete Partial
Selective Noh�equired
(a)Smoke detectors 12-- lon Photo�.:— Addressabl�
(b)Dulct detectors lon Photo Addressable
(c)Helat detectors FT RR FT/RR RC. Addressable
(d)Splrinkler waterflow indicators Transmitters _�— Noncoded Coded Addressable�
(e)The alarm verification feature is disabled or enabled , changed from. seconds to seconds
(f}Ot ier(list):
6. Supervisory Signal-Initiating Devices and Circuits(use blanks to indicate quantity of devices)
�
GUARD TOUR
(a) � Coded stations
(b) � Noncoded stations
(c) � Compulsory guard's tour system comprised of transmitter stations and intermediate.stations
��ote:�ombinafion devices are recorded under 5(b),Manual, and 6(a),Guard Tour.
SPRINIKLER SYSTEM
Check if pproved
(a}� Valve supervisory switches
(b) ' Building temperature points
(c) � 5ite water temperature points
(d) � Site water supply level points
Electnc fire pump:
{e} � Fire pump power
(f) i Fire pump running
(g) Phase reversal
Engin j-driven fire pump:
(e) Selector in auto position
(� � Engine or control panel trouble
(g) � Fire pump running I
ENGIIVE DRIVEN GENERATOR ',
(a) 5elector in auto position �,
(b) � Control panel trouble
(c) � Transfer switches
{d) � Engine running
'her i upervisory function(s)(specify):
�
�
I (NFPA 72, 3 of 4)
�
�
I IIIIII II IIl INII IINI III II II I II IIIII IIII!IIIII�III�II IIII
_ �isiessa�
Repf,:2728sZ0 R�e: 120.30
DS: 0.00 IT: 0.00
P�paced-ByandRmrcn?o: !!/18/2@is J. R., Opty Cl�rk
HeathaM.TofSEsq. aau�a.s.o��i�.Ph.D.PA5C0 CLEpK L COMp7ROLLETi
� 8���� - ����e�z0���8�� � 55�
390 Nartb Orange Avenue �R BIC PG
Suix 1400
Orlando,Florida 32801
� Permit No.
Ta�c Identification Numbers:03-26-21-0010-3500-0000 and 03-2Cr21-0010-3600-0000 -
i NOTICE OF COMIMENCEMENT '
STATE OF FLORmA
COUNTY OF SARASOTA
Tf� UNDERSIGN� 6ercby gjves notia that impmvcmcnt wiD Ue made m artain 1ea1 property, and in
accordeaoe writh Chapoer 713, Plorida Staoitcs, tl�e foIlowing information is pmvided in this Notice of
Commename�.
1. DESCRIP770N OF PROPERTY:
I.egal Des�dg�c�s: S:��xh�'bit"A"aaachod heteto and'mcorpordted hareia by this reference. I
Street Address: Summerset Apartments,Fort K'ing KighwaY,ZephYrlrills,Florida '
2. GENERAL DESCftIPPION OF IINIPROVEMF?N'1~'
Coas�uctioa of a four(4)story mu16-family ap�eni building consisdng of ainetY-six(9!�residendal onits with
paz4ring, The apartment bu�ding wil] include a lobby. leasing area,cluh6ouse,conferenx room, laundry room
along aith 6uilding services. Extemal improvements and ememties aill include, without limitaaon, sidcwallcs,
lendscaping,site ligh6ng,pool,signage and other site amenities.
3. 9WNFR INFORMqTTON OR LF_SSEE INFOR1uiATION IF T!�I FS��CONTRA�.D FOR THF
I 1MPROVE�vIgM'; . _
� Name: SUMI►�RSET APARTMENI'S LIIviTI'ED PARINERSH�.a Plorida limited
' P��P .
Address: 3550 South Tamiami Tra�,Suice 301
, Sarasota,Florida 34239 �
' Intereat in Pro erty: Fee Si le
P mP
I 4. �NTRAG"fOR:
Name: CORE Constiuction Services of F7�ida,LLC -
- Addceas: 8027 Cooper Creek Blvd.,Suite 110
University Park Flotida 3420b
, Attn:Brent Ellioa ' •
Phone: (941)343-4300
ql6871F01411 1
37C3401f/R1Cdc �
� �
. , - , , ----- i ;-- -
OR BK 928� PG 551
2 of 14
S. SURETY(IF APPLICABLE.A COPY OF TE�PAYMENT BOND IS ATl'ACHEDI:
Name: TYavelers�Casualty and Surety Company of America
A�dress: 940 West Port Piaza,Suite 270
Marylaad Heights,Missouri'63146
� Amount of Bond: 59,523,710.00
6. LENDERS:
JPMorgan Chase Bank,N.A, JPMorgan Chase Bank,N.A.
Commercial Real Estate Loan AdminisUation �.egal Department .
700 N.Pearl Street,Depk TX1-2625,13m Floor 237 Pazk Aveaue, 12th Floor
Dallas,Texas 75201 Mail Code NYl-R065
Attention Mario Mazruffo,Construcdon Administrator New Yor15 New York 10017
Attention:Michael R Zients,Executive
Diredor and Assistant General Counsel
Florida Community Loan�nd,Inc. Pasco County Commuaity Development
501 N.Magnolia Avenue,Suite 100 s6ao�sae�c#zoa
Orlando,Florida 32801-1364 'New Port Richey,FI.34652
- , Attention: Susan Holtrey
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
serve3 as p:ovided by Sedion 713.13(lxa)7.,Florida Statutes: NONE - j
8. In addition to itsel� Owner designates the following persons to receive a copy of the Lienoi's Notice as
provided'm Section 713.]3(lxb},Florida Statutes:
Broad and Cassel
390 North Orange Avenue
Suite 1400
Orlando,Florida 32801
Attn:Randal M.Alligood,PA
Phone:(40'n 839-4?AO
9. Expiration date of norice of commencement (the expiration date may not be before the completion of
canstruction and fmal payment to the contractor,but wili be one year from the date of recordmg of this Notice of
Commencement,unless a different date is specified
WARNIIVG TO OWNER: ANY PAYMENTS 14IADE BY THE OWNER AFfER THE EXPIRATION OF
'l� NOTICE OF CONIMENCEMENT ARE CON5mERED IIVIPROPER PAYMENTS UNDER
CHAPTER 713, PART I, SECTION 713.13, FLORIDA STAT�[JTES, AND CAN RESULT IN YOUR
PAl'II�IG TWICE FOR IIVIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMII�NCEMENT '
MUST BE RECORDED AND POSTED ON TfIE JOB STTE BEFORE THE FIItST YNSPECTION.IF YOU '
INTEND TO OBTAII�I FINANCII�IG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ;
COMMENCII�TG WORK OR RECORDING YOUR N01TCE OF CONIlVIENCEMENT:
[Signahue page co follow]
aesae�iweu.x 2
�mwo�a�wx�t
�-
. ._. . i _ , i .
. . . , . OR BK g2�� P� 552 . II
3 oi 14
Under peaaity otperjnry,I dalae�t�at I h�va c�ead tbe tungotng Ndia ot Oommenament aad tbst the • �
fach stated tber+e�n irti trne to the best oLmy Jmowkdge and tidieL i
i
,
SUDA�RSST APARTMENTS I.IIVIITSD �
. PARTNERS�.n Ftorida limitcd pe�mership {
�
' By: S��maset GP � a Florida l�iud liab�lity I
. eompazq►.its pazmer _ �
I
�
, BY• .
. d .Psxton,Msnager i
STATE OF FLO A • - . !
COUNTY OF �fG�u . - I
T6e foregoing ins�ument was ac�owtedged before me this,�day of t�V a V� .2015,by Doaeld ;
W. Paxtan, as Manag� of Summerset GP LI.C, n Ftorida limitcd llab�ity compa�►, the General Pmiaer of •
Summerset Apartme�s I.imited Partnaship, a Flai�la I�ited pm�r�sbip, on beLatf of the company and ih� �
�cmashiP-
� '
'� • ofNotary Public-Statc ofi�lorida � �
" J.VAN HORN �• Vah �f Yl
_; �..g Commission#EE 145945 prmt,Typa,or S`tamp Co�issicned Name •
; Expires Febroary 19,2016 �Notmy Pnblic
eawanru rAyr�a k�.sooa�.ro�p
KII ( . �
P own OR Produced I caS
dentlfl
�Y �
Type of IdmtiSmtion Produxd ,
� . . .
asw��4an.� � 3 .
�a►aas�
-I - ------ _ ...�---• _.._.._.. .
!
.. � ._,_ _ _. _ _. ,, , .. , , ._.._. , r-- - -
. OR BK 928� PG 553
4 of 14
E7�II�BIT"A"
Le�al DescripNon II
A PORTION OF TRACTS 36, 45, AND 46, OF ZEPHYRHILLS COLONY COMPANY
LANDS,IN SECTION 3, TOWNSHIP 26 SOUTH,RANGE 21 EAST,ACCORDING TO TI�
MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 6, OF THE PUBLIC
RECORDS OF PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS: .
COMMENCE AT THE SOUTHWEST CORNER OF THE NORTI�AST 1/4 OF SECTION 3,
TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA; THENCE
N00°03'13"W, 658.68 FEET ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF
SECTION 3 TO THE SOUTHWEST CORNER OF SAID TRACT 45; THENCE ALONG THE
SOU'I�i LINE OF SAID TRACT 45, S89°46'30"E, 501.79 FEET TO THE POINT OF
� BEGINNING; THENCE LEAVING SAID SOUT'�i LINE, NORTH,.261.05 FEET; TI�NCE
' WEST, 265.00 FEET; Tf�NCE N45°00'00"W, 47.00 FEET; TI-IENCE N15°00'00"E, 243.00
� FEET; TI�NCE S79°59'S5"E, 149.05 FEET; TI�NCE S00°OS'43"E, 173.00 FEET TO A
' POINT ON THE SOUTH LINE OF TR.ACT 36; TI�NCE ALONG THE SOUTH LINE OF
SAID TRACT 36 AND ALONG THE SOUTH LINE OF TRACT 35, S89°47'17"E, 757.01 .
FEET TO THE WEST RIGHT-OF-WAY LINE OF FORT KING HIGHWAY; TI�NCE '
ALONG SAID RIGHT OF WAY LINE, S25°23'36"E, 329.86 FEET; Tf�NCE LEAVING ;
SAID RIGHT OF WAY LINE S00°08'12"E, 32.94 FEET TO THE SOUTH LINE OF TRACT ,
46 OF SAID ZEPHYRHILLS COLONY COMPANY LANDS;TI�NCE N89°44'42"W, 810.27 �
FEET ALONG TI� SOUTH LINE OF TRACTS 46 AND 45 TO Tf� POINT OF
BEGINNING. , -
�
i
�eso-n�soan.� 4 ,
�mwom xm h �
� •
� _._. _. _... —.. . ... .
� - - 1 - . .--.- � ,--- .
� - - - --- - - . --.
OR BK 92�� PG 554
I _ '3 of 14
EXHIBIT"B"
' Pav�ent and Performance Bonds
i
,
,�so.e»e.oa,►.i 5
asowo�e7[ux r►
I
� ------- --•---•- - -�--- ---- --- - - -- -
i
�
♦r
�
t ' .
.. , ��PI�`�°�HILL� FI�E DE�A�T`f1���1�
6907 Dairy Road, Zephyrhills, FL 33542
i . �
, ���; ��5'� �_�%�-,
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: Contractor: � i���- ��5�?
Busin�ss Name: ��u�a++���� ��< Billing Address: �'SS� � `i'�t�,wv�'hu.�, �i�}l`
Busin�ss Address:
Busin ss Phone No.: Billing Phone No.: g''-f �-�12`� �'�Z-?�
Busin�ss Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEW FEES INSPECTION FEES l---� PERMIT FEE FALSE ALARM FEE
�Site�'lan N/C Annual N/C Sprink —� $50 1st Alarm N/C
Multi-�amily/Commercial .06 sf 1st Re-inspection N/C �C Standpipes $50 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspection $100 ' Fire Pump $50. 3rd Alarm N/C
� Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100
4th Re-Inspection $500 ' Fire FCIa $50 5th Alarm $150
SPRINKLER SYSTEMS (Business closed until Gas $50 6th Alarm $200
0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150
� 26 piius Heads $100 SPRINKLER SYSTEMS Fuel Tanks- per tank $50
SI ANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100
� Per Riser $50 Hydrostatic Test $65 per system Fire Works $500
iFIRE PUMP Acceptance Test $45 persystem Camp Fire $25
� Per ump $100 , Hydrant Flow $75 Controlled Bum $100
�,r FIRE�ALARM SYSTEM Hood/Duct $50
� 0-25 Devices $50 FIRE ALARAA SYSTEN9 Place of Assembly $50 Mnual
'� c ` 26 pl�s Devices $100 F System Acceptance $50 Fire Protection $25
�.�- SUPPRESSION SYSTEAAS � Recall Acceptance $50 Flammable Application $50 annuai
� Wet $50 OTHER x �F'.�-,}3�e�) Waste Tire Storage $50 Mnual
� ' Dry_ $50 Fire Wall/Smoke Wall $15 perwau Generator<KW $100
� CO2 $50 LP Gas $25 per lank Generator>30 KW 150
�' Othef $50 Natural Gas $25 persystem Bio-Hazard Waste $100 annuai
�j KITCHEN EXHAUST Fumigation Tenting $50
1S � Hoo�/Ducts $50 Tent 10'x10'or greater $15 per tent Torch PoUApplied $50
i OTHER Fire Pump $45 Haz.Materials $100 Mnual
� LP In�Ltallation per tank $50 Fire Suppression $30
B Fuel Tank Installation $50 System Acceptance
5 �(Per Tank) $50 Exhaust Hood/Duct $30
�� �Natur�I Gas Installation $50 8 Re-inspection DBL
I
7 (Per System) (other than annual)
�� �Spray Booth $50 � Inspection scheduled DBL
and cancelled less than ���
� � 24 hours �
�,� Construction Insp. N/C � ��
�: �j���� � Emergency V hicle A� $50 '�� �Q� FALSE ALARM
N ��
� PLANSTOTAL� INSPECTIO��OTAL� PERMITTOTAL • TOTAL�
`(��� � �
GRAND TOTAL .Q j� �'
, L
,•, Comme ts:
� �
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6
� Date: � �'j � I
i NV'
Inspector: ' , " �°
/Ilh
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•.` i • ,��� ��P�Y�hfILL� Fi�� ��R�R`�i��f��
� �,� 6907 Dairy Road, Zephyrhills, FL 33542
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iFB12E SERlOB�E USER FEES
Occupancy No.:
Flae� P[�o.: Contractor:
Business Name: '' 1i T' Billing Address:
Business Address: � � �
Business Phone No.: Billing Phone No.:
Business Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEYV FEES IMSPECTIOId FEES PERAAIT FEE FALSE ALARM FEE
�Site Ilan N/C Annual N/C Sprinkler $50 1stAlarm N/C
Multi-Family/Commercial .O6 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C
�lan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100
� 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150
SPRIIdKLER SYSTEhAS (Business closed until LP Gas $50 6th Alarm $200
0-25,Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150
26 plus Heads $100 SPRINKLER SYSTE�FIS Fuel Tanks- pertank $50
STANDPIPE SYSTERfl Hydro Undergrounds $45 Sparklers $100
� Per Riser $50 Hydrostatic Test $65 per system Fire Works $500
FIRE PUAAP Acceptance Test $45 per syslem Camp Fire $25
� Per Pump $100 Hydrant Flow $75 Controlled Burn $100
FIRE ALARM SYSTEM Hood/Duct $50
� 0-25i Devices $50 FIRE ALARf�JJ SYSTENi Place of Assembly $50 Mnual
26 plus Devices $100 System Acceptance $50 Fire ProtecGon $25
SUPPRESSIOId SYSTEA�S Recall Acceptance $50 Flammable Application $50 Mnual
Wet $50 OTHER Waste Tire Storage $50 Mnual
Dry $50 Fire WalUSmoke Wall $15 per wau Generator<KW $100
CO2 $50 LP Gas $25 per tank Generator>30 KW 150
Othe� $50 Natural Gas $25 persystem Bio-Hazard Waste $100 nnnuai
KITCHEN EXHAUST Fumigation Tenting $50
� Hood%Ducts $50 Tent 10'x10'or greater $15 Per te�► Torch PoUApplied $50
OTHER Fire Pump $45 Haz.Materials $100 Mnual
LP Ins IlaUon per tank $50 Fire Suppression $30
Fuel Tank Installation $50 System Acceptance
i(Per Tank) $50 Exhaust Hood/Duct $30
�Naturail Gas Installation $50 a Re-inspecGon DBL
(Per System) (other than annual)
�Spray Booth $50 � Inspection scheduled DBL 8
and cancelled less than
24 hours
- Construction Insp. N/C
Emergency Vehicle Ac $50 F RA
PLA�dS TOT�lL� IMSPECTION TOTAL� PERMIT TOT�4L TO �
j � GRAND TOTAL _ � �1
('�2..b�a a
Comments: � '�� '�� �1��
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CONSTRUCTION
1<r.l.ifii uehip.�.5'alnLiva... I(ilur''..Siiii.r.I9:::
I
� November 19, 2015
Cit of Zephyrhills '
533I5 8th Street
Zep�hyrhills, FL 33542
To Whom It May Concern:
� �
_ I,John Wiseman, give the following people authorization to pull and sign for permits under my
GC License# CGC1516489:
I
Jonathan Sammons
Ma�thew Rayle
Abraham Velazquez
Gra�nt Mercer
i �
Joh Wi man
I Th forgoing instrument was acknowledged before me this 19th day of November, 2015 byJohn
Wi�eman who is personally know to me.
,,,,,,,
;q,�:�s:t��, MISTI HERRIN
_�� ;,: Commission#FF 086036
" ' :�,�Q;: Expires January 26,2018
„PF�°l• Bonded Thm Troy Fain Insarence 800385-7019
�--------'-----�---—-_. __- — -- -- -— -- - - — - -----� - -- - - ---- ____._.---�.�.--- ------ -- - --_'
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8027 Cooper Creek Blvd, Suite 110� University Park, FL 34201� PH: 941.343.4300� FAX: 941.552.0245 �www.COREconstruct.com
i b. ��c �-��--� • � e- � , � . � , . . � . ,
'_��r;:t_ t�i� ��
City of Zephyrhills
ME J�A�4
as4�:°` f ��� Building Department
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• -�w=:��':�' S335 Eighth Street Zephyrhills, Florida 33542 (813) 780-0020 Fax (813) 780-0021
,;,:� .
�'�ao wE��`
October 13, 2015
W.A."Bill"Burgess
Director of Building
Licensing&Zoning
RE: Summerset Apartments
PIN: 03-26-21-0010-03500-0000
PIN: 03-26-21-0010-03600-0000
To Whom It May Concern,
The building plans for the above referenced
proposed apartment buildings have been reviewed and
approved for construction.
If you have any questions please contact me.
Sin e y
��_
Willia A. rgess
Building O icial
Director of Code Enforcement
City of Zephyrhills
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� I CITY OF ZEPHYRHILLS
5335-8TH STREET
R
b� �' (sis)�so-oozo 17471
� FIRE ALAItM SYSTEM PERMIT
PERMIT INFORMATION LOCATION INFORIII�ATIOIV
Permit Number: 17471/16998 Address: 6627 FORT KING RD
Perrr�it Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL. .
Classlof Work: FIRE ALARM SYSTEM Township: Range: Book:
Propo�ed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SUMMERSET
E�t. Value: Parcel Number: 03-26-21-0010-03500-0000
Improv. Cost: 40,200.00 � OWiVER INFORMATION
Date Issued: 6/14/2016 Name: SUMMERSET APARTMENTS LIMITED PA
To�al Fees: _,,p� Address: 3550 S TAMIAMI TRL STE 301
Amoiunt Paid: ��'�f�1'�' SARASOTA FL 34239-6014
Date Paid: Phone: 941-929-1270
Work Desc: INSTALLATION FIRE ALARM-PAID ON BP#16999- CLUBHOUSE
CONTRACTOR S APPLICATION FEES
SUPERIOR FIRE ALARM& O MUNICAT
� � f�'�6�''t�l !�-�'�
' I Ins ections Re uired
FIRE ACGEPTANCE Final
FIRE ELEVATOR RECALL �
Chap�;er 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire
prevei tion and protectBon related activities such as inspections, plan review,administrative fees,and other
costs related to the aforementioned.
ComplCte Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the F�re Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All
� work shall be perFormed in accordance with City Codes and Ordinances.
"WARNING TO OWNER: YOUfa FAILURE TO RECORD A IVOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIIV
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
� RECORDING YOUR NOTICE OF COMME MENT "
, .
� �
CONTRACTOR IG ATURE PERMIT OFFIC
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR IIVSPECTION - 8 HOURS NOTICE itEQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 �
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' City of Zephyrhills
- BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � � c �
Date Recleived: — l�"l
Site: ���S �� ��' �"�
�
Permit Type: � ���� '
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Approved w/no comments:❑ Approved w/the below comments: [� Denied w/the below comments: ❑
� � .� .��- �� D�� �� �-���� ���
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This cornment sheet shall be kept with the permit and/or plans.
�
l� ,�
,
Bil Burgess—Buil in Official Date Contraotor and/or om o ner
j (Required when comments are present)
�
�
CITY OF ZEPHYRHILLS
5335-8TH STREET
. � ; ' (sis)�so-oo20 17471
� FIRE ALARM SYSTEM PERMIT
� � PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17471/16998 Address: 6627 FORT KING RD
Permit Type: FIRE ALARM SYSTEM ZEPHYRHILLS, FL.
Class of Work: FIRE ALARM SYSTEM Township: Range: Book:
Propos�ed Use: NOT APPLICABLE Lot(s): Block: Section:
Squa�re Feet: Subdivision: SUMMERSET
Est. Value: Parcel Number: 03-26-21-0010-03500-0000
Improv. Cost: 40,200.00 OWNER INFORMATION
Date1lssued: Name: SUMMERSET APARTMENTS LIMITED PA
Total Fees: �4ddress: 3550 S TAMIAMI TRL STE 301
Amo�nt Paid: SARASOTA FL 34239-6014
Date Paid: Phone: 941-929-1270
Work Desc: INSTALLATION FIRE ALARM-PAID ON BP#16999
CONTRACTOR S APPLICATION FEES
SUPERIOR FIRE ALARM O MUNICAT
I Ins ections Re uired
FIRE ACCEPTANCE Final
FIRE ELEVATOR RECALL
Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire
prevei tion and protection related activities such as inspections, plan review,administrative fees,and other
costs related to the aforementioned.
Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All
� work shall be perFormed in accordance with City Codes and Ordinances.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
F�NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMME ENT."
I
'CONTRACTOR SIGNATURE PERMIT OFFIC
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041
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• ZEP6�Y�HELL� �9RE DEP�4RTtNENT
38410 6th Ave Zephyrhills, FL 33542
� FIRE SERVICE USER FEES
Occupancy No.:
Plan I�o.: � Contractor: �� -���j'
�� Business Name: i:i ' � ( S � Billing Address:
Business Address: �
Busin�ss Phone No.: Billing Phone No.:
Business Fax No.: - Billing Fax No.:
Contact: Contact: �•�S�- 7��� �-(�,�•p�
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
�Site Plan N/C Annual N/C Sprinkler $50 1stAlarin N/C "
Multi-�amily/Commercial .06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C
(Minimum Charge$25.00 2nd Re-inspecGon $100 Fire Pump $50 3rd Alarm N/C
� Plan�evisions DBL 3rd Re-inspection $250 oods $50 4th Alarm $100
4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150
' SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200
0-25I Heads $50 violations corrected) Natural Gas $50 NON COMPLIIWCE $150
26 pl�ls Heads $100 SPRINKLER SYSTEMS Fuel Tanks- pertank $50
STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100
� Per Rlser $50 Hydrostatic Test $65 per system Fire Works $500
FIRE PUAAP AcceptanceTest $45 persystem Camp Fire $25
� Per P�mp $100 Hydrant Flow $75 Controlled Bum $100
FIRE AiLARM SYSTEM Hood/Duct $50
25I Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Mnual
26 plys Devices $100 System Acceptance $50 Fire Protection $25
SUPPRESSION SYSTEMS �Recall Acceptance $50 Flammable Application $50 nr,nuai
Wet $50 OTHER Waste Tire Storage $50 Mnual
Dry $50 Fire WalUSmoke Wall $15 perwan Generator<KW $100
CO2 $50 LP Gas $25 per tank Generator>30 KW 150
Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Mnual
KIT HEN EXHAUST Fumigation Tenting $50
� Hood/Ducts $50 Tent 10k10'or greater $15 per tent Torch PoUApplied $50
OTHER Fire Pump $45 � Haz.Materials $100 annuai
�LP InstallaUon per tank $50 Fire Suppression $30
Fuel Tank Installation $50 System Acceptance
�Per Tank) $50 Exhaust Hood/Duct $30
�Natural Gas Installation $50 Re-inspection DBL
(Per System) (other than annual)
�Spray Booth $50 � Inspection scheduled DBL B
and cancelled less than
24 hours
�Construction Insp. N/C �
Emergency Vehicle A� $50 ��a. FALSE ALARM
PLANS TOTAL� INSPECTION TOTA�L PERIVIIT TOTAL TOTAL�
, � � �t-
C� GRAND TOTAL `��� �
Commen s: t
�
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Date: a
InspectOr:
mn
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s�aaeo-oo2o City of Zephyrhilis Fire " Fax-s�3aao-ooz�
�Permit Application
Date Receiied � �Q —�� — � Phone Contact for Permit ��� �p�a�
k=�.�e��:�;.:t;=5�; --,h�-,_ .,w..,.� .�o---m.�.��..<�. .�....�'¢�'�.....-...__ . ....:_.:'s,s�.�:»ca'��..:k:t�::c�..:� >:.��:x.5�.i�.�:,t:,_...s_.. , s,'cL--K:x.:..z ,:-F*�.�" r ti_
Owner's Name �_(� , A4'��. , , Owner's Phone Number l��3 �o2oZ 7 � d d
Ovmer's Address � J��� /-���� `
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Fee Simple Titlehoi der Name Titleholder Phone Number
Fee Simple Titleholder Address : wrNx
- ,I:r.^_-i'UrP^ .�.,— -fE""�'i'•—w......5.^_ e5ffi••z --'.u..f.._-. ..vt.,�,YyNr ���Y�-;,y.�•":'.'k_.��n"°'7ir�w'ia..•.ii,c"'.C'R .o-f +•,3'-•..��_ ti^^�u^1.'-'i.�. �+�yy,�y'
t.e��:..�.�p�:.:....__:'..i..- u..�ti::i.« ���� .,'..'i..�1:52�si?:S. ...e=:.`ft,.. .�.'-�,_....e��'.'+.r _ - ��...�_:...'w.:.�.M1e-�s. .:.1.`�J=`:_':��.'�:�.�'.��'.�&�'`:.. `.�..�..`..:)1�s�:..e
Job Address � � f T� �^t�l l�-�r � Lot# �
Sub Division Pa�cel# '
[i@�'.��._.,.......,...��. .�::x�r_=Y:�i.':.�..,ts'3.i`-�;�..'�.'�-.::_'*"`�'_`..�w�,�.�:'.�."".���:"��:...�`�.:....;w.._N.�.'.'_�.�Y�:.��:%a,"�:,:.:';{r.3'...'"5'a`:.�°:s:..'�'�`�:.;'_�`e�.:.^.a.,','u.:�*,^.rr�-�:,�:'.i:'d�,=-.�.',-_.�,(".....A'.w.:k��=�:.�°".
' � Bio-Hazard Waste Storage-ANNUAL � Fumigation Tent
� Comm Exhaust Kitchen Hood/Duct � rHaiardous Material(Tier II or RQ Facility)ANNUAL
� Controlled Bum ' � Hood Installation
� � Emergency Generator<30 kw � LP/Natural Gas-Installation �"
� Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale
� Fire Protection Maintenance=ANNUAL , � Places of Assembly-ANNUAL �����(
I � tr y emi � er , -
� Sprinkler �' ❑ ❑;��� � Recreational Bum
iF l:/
Fire Alartn ❑ � O`;� � Sparklers _}�
Hood Cleaning � ❑ ❑ ❑`� � Sprinkler System Installations �J
Hood Suppression � ❑ ❑ ❑ � � Standpipes(Sprinkler Sys) �
� Fire Alarm Installation , � Torch'Roofing/Tar Kettle �
� Fire Pumps ��` � 1Naste Ti�e Storage ANNUAL
� Fre Works ,
� Flammable Application-AMNUAL C� Q(�'. Valuation of Project
� Fuel Tanks -
Q Other: � �
L:=.,.�ri;.�w,...,..._..,__:"zm' -`">F:r:'�":'�.ti_,...�...._,.,-..�:s�::.,;:;�`-:.',.'.���.";.xr,..'�`�r�:..,,���"_:�.,�..,..,x.::.�:-s`.�:.:s�o:."..�..:>>.'"�`�::i'L:.":�3�'r��:.:.3J:"""r_"^'-'S'.`"'."-�'r,...."�..-�.'�:._'.�`_'`. ..'_„�,,.i.��:.xa'....°�"»;.."ti,....-....
Conhactor � � ' ' Company � � tr;cri' �!�
Signature Registered /'M Fee�CuRent Y/N�
Address � p[ , o � �u i�2 �' License# �F a?o D 0 J l(� 02 -
ELECTRICIAN Company
Signature Registered ' �''Y/N Fee Gurrent Y/f�l
Address � � License#
PLUMBER Company �`
Signature Registered -Y/N. Fee Current Y/=N
Address � License#
MECHANICAL Company ' '
Signature Registered Y/N Fee Current Y/N I
Address � �� ` License#
OTHER Company � ' "
Signature Registered Y/N Fee Current Y/N
Address � License#
_......._,----,.� - _ - — - -
,..,.. _. . - .-s=�-�r_.:s_ -.�__.._:�;.�s�. ...y. >_K,k-....s�.-._
F;9:_.,,�.._...:v-_��=.,..,..,-.a�=:<�x..r-.�._._�.rrx__� _�..;.�- ,_. �.._.. .. ,-.:.<.._�.-��t-."------' .... ...w.,_.-..... t.... �.,,.,..=:-'c:.�..�«r,--c..>...�s...._..,:i=�.__,.
;<-.�-�,- .0�. . . _ .�:. �.:r,�-...,...,.;.c.,n.. -4:�r:'...�.,�. �.,,. ,...-..___..,:_.,�
Directions:
Fill out application completely. �
�Owner 8�Contractor sign back of application,notarized(Or,copy of signed contract with owner)
ilf over$2500,a Notice of Commencement is required(Mechanical work over$5000)
Supply two(2)sets of drawings with applicable documentation
�Allow 10-'14 days for review after submittal date. Parcel#-obtained from PropeRy Tax Notice(http://appraiser.pascogov.com)
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that.thls permiLmay be subject to"deed"restnctions"
whioh may be�more restricf�ve than Counfy regnlations. The undersigned assurnes respons�bllity ior compllance with any_ -
applicable deed restrictions. ' • .,. ,.' „
UNLICENSED'COhiTRAC`YORS AND`CONTRACTOR RE5PONSIBILI7'IES: if the owner has hired a contractor or
contractors to undert�ke work,they m'ay be requlred#o be itcensed 3n ai:cordance wifh state and 1oi:ai regutations, if the
contractor_Is noi licensed as,requ.ired by law, both the ouiinerand contractor may be cited for a misdemeanor viotatfon
under state law. If tfie owne�or inteniled contractar are uncerlain as to wfiat licensing�equiremenfs may'apply for�the
sntended work,they are adv)sed to can#act ths Pagco Gounty 8uiidtng tnspection D3visian--L'icensing Sectlon at 727-847-
8009: -Futthermore;ff the owner has iiired a eontrector ar coniractors, fie is advlsed ta heve the contractor(s) sign
� portions of the"contractor Block"of ihis application for.which they wfll be responsible. If you,as the owner sign as the
' cont�actor,ttiat-may be an indicatlon that he is riot prbperly itcensed and.ls not-entEtied ta permitting privileges in Pasco
' County., �
' TRANSPORTATION IMPACT/UTILITIES IMPAC7 AND RESOURCE RECOVERY FEES: The undersigned understands� �
that Transparta#'san impact Fees and Recourse Reciivery Fees may appiy to the�canstruction af neuv bufldings,change af
. use tn existing buiidings, or expansiort of existing buildings,as specHied'rn Pasco Caunty Ordinanae number 89-07 and
90-07;�as"amended.�The undetsig'ned 'also understands,that such fees;as may�e d"ue;-will be IdenlfFied:at-the time of �
permltting. it�s further understood that Transportation Impact,fees and;Resauice Recovery Fees tnust be paid prior to
receiv(ng a.`ceitificate of occupancy"or.finai.power release. #fi the,prqject does not involve a certifica#e af occupancy or
', final power release,.the fees must be pafd prior to permit issuance. Furtfieimore,if Pasco County WateT%5ewer Impact
fees are due,they.rnust be paid priot ta permtt Issuance in ecxordance with;appltcable Pasco County ordinances:
CONSTRUCTION�IEN�LAW.{Chapter 7i3,-Florida S#att�es,as,.smendeilj: If valuation af work is$2,500.00 or more,t
I cerlifiy that I, the applicant, have been pro'videi! vuHti a aopy af the 'Fiorida Canshuafion Lien Law--Homeowner's
Proteckion Guide°prepared by the Flo�tda D�partment,of•Agriculture and Consumer Affairs. If the applfcant ts someone .
other than the'owner",i cettify that t fiave qbtained a copy of the aboVe described document and prom3se in goad fa3#h io �: '
deUver tt to the"owner"prior to commencerrient: � - i
CON7'RACTOR'SlOWNBR"S AFPlpAVIT: 1 eertlfy_that all,the;lnfarmation'in thls applIcattan is accurate and that.a,ll work i
wil!'be dane in comptiance with all applicabie laws regulating consfruction;zoning and land development. Appliaa#ion is '
hereby made to obtain a permit ta do woik and tnstallation as'lndipated. I ceriffy,that no work or;'installatian has
commenced prior to issuance of a permit and that all work wlll be,performed to meet;stendards_of ell�laiivs regulaUng
• canstruefion, Caunty and Cify codes, zanEng regulations; and land,;{fevetopmenf reguiat�ons in the jurlsd3ctlon.'�t also
� certify that I understand that the regulations of otFisr govemment agencies may apply to the intertded work;and-that it is
, my responsibllity to Identify what acttons 1 must iake to be!n cbmpllance. Such agencies,;include but are not Iimited;la:
- Departmet�t af Environmenfal Profection-Cypress 8ayhe�tls,Vile#lai�d Aree's and Environmentelly'3enslfive
Lands,WaterMlastewater Treatmeril" ' '
- Southuvest Florida Water Management Dfstrict-Weils; Cypress Bayheads, Wetland Areas, Altering
W�#etCOtlises. � � ' " _ ' r
- Army Corps of Engineers-Seawalls;.Docks;Navigabte Waterways. '
- Department of Health 8� Rehabllitetive ServiceslEn±!IroPimental Health Unit Wells, Wastewater Treatment,
Septic 7'anks. � .. , ' , ` .
- US Environmentaf Protection Agency-Asbestos abaternent.
Federal,Aqiation;Authority-Runiniays. �� �`' '� ;
i i understand tfiat the foAowing resMcltons apply to the.use of.f�1E:• -
- Use of flll fs nat atlowed in Ftoad Zone N'untess expressty permitted.
- ff t6e`flll'rtiateHaf is�'to be used in 1=1ood Zane 'A", It is understood that a dreinage plan addressing a
� "compens�ating vohrme"wilGbe submitted at time of petmitting which is prepared by a professional engineer
ficensed:by=,the Sfaie,of Fiorida; ` :� � ._'
- If ihe fill material is to be.used In Fload Zone`A;in connec�lon witFi a permitted build'ing using stem wall
( - coristructian,i ceitify:that:t�l!wlii tie,used otity to fii.the,area withta the stem wa!!.
,tf�.fit(,maferiat...is�fo;�be;used'in.any-area, t certify'that us�.of.such fitl-wiii.not adversely attect_adjacent
'•properties.,�lf use of fl11 is faund to ad'ver§efy effe�t adJacent pr»perties,�the owner may be cited for vialating -
�:_.,._..._�...,......
�- 'the conditioris�.of�the.tiiiiid�iig�jie�ft.issuer!unde�the aHached:perm{k:applicalion,for lots 4ess.than.one{1}
agre;wliich are.etevated,by�,fill,an.englneered drairrage.plan isxrequlied. ' ' " "
If I am the AGEHT FOR'fliE:OWNER;I prom'ise,in good,.faith,io,irt#orm the owner of the pertnitting cond�ions set forth in
thls afBdavlt-pnot�to�comrriendng:conshuctlon:..t under�tand ttia#a sepai7ate�permit,may..be„requfred for elecfic;al work,
, , ptumbirtg, signs,welts,_pa.ols,afir.r�ndttionfng,gas,or other-•fnstatlations nat spectl�cail}r'lrictuded in the applicaf3on. A
permit issued�shall be':constived-to be'a license�fo proceed with the work',end noC a`s-auttiority::to,violate,cancel,after,or ?�
set aside atry,provis{ons of the_technical codes,nar shall lssuance af a permit prevent the Buildirig Oificfal irom thereafter
requiring a carr.e`ction.of ertors�in-ptans;construction ar vialatiaas.of any co�3ss. �very perntl#Issued sha11 become Inval[d
unless the work euthorized-�by such pernilt is`commenced wfthin six montFis ot permft issuance,ar,tF work auihotized_by
ihe permit Is syspended o_r.,abandoned for a.pedod of six(8)�months after the(ime the work is commenced. An extension
may be Yei}uested,in'u+i3ting;froVin fFie 8uiltllr�g:{NfGel for a pertod not to_excsed nin@ty(90},days and wDl demons#rate
ju'stHiable cause for.the.extension, If work ceases for ninety(90j consecuttve days,th,job ts constdered aband'o"ned. ,
WARt�ING�{TO�UWNER: YOtIR�AiLIlRE TO RECORD A NOfitCE QF.COMN{ENCEMENT MAY RESULT it�YOUR �
PAYING TWICB,FOR IMPF20VEMENTS TO YOUR PROPERTY. IF YOU INTENQ TD 08TAttd FtNpiFfGtNG,CONSULT
� WITH YOUR LENDER OR AN A�1'ORNEY BEFQRE RECQRDIM�YOUR NOTICE OF GOMMENCEMEN7
F1:ORIDAJURAT(FcS:"l47:43} � �
OVYNER OFl AOEHT•,....:.... , . 'GfJNTRACTQF!
Subsalbed end swom b�(or atflrmed)beiore me fhis Suhsaibed end swom to(or affirmed)bdfare me this .
by--- �::::- ` frY
VYho Islare personatiy knom�to me or hasfieve produced Who Istare peisonalTy known to me or hasthave pmduced
as Identlficadon. as Identlficatlon. _
Notary Publla Notery Publlc
Commtsslon No. Ccmmisston tio.
Ndme of Not�ry typed,printed or sffimped �Neme oi Nolary typed,pdnted or sbmped
r
I
. ' '� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
� which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
j applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
COPITRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
; - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
� Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A°, it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A"in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certiTy that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A iVOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TIMCE FOR IMPROVEMEPITS TO YOUR PROPERTY. IF YOU INTEND TO QB�Al�FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN OUR NOTICE OF 60MMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this ubscri e d sw r to(o i ed e or je�is
by ���by
Who is/are personally known to me or haslhave produced Wh�is/are personally known to e or has ve produced
as ident�cation. as ident�cation.
Notary Public � Notary Public
Commission No. Commissio o. C � :S-1�R�tf�
� C�etei�_� ,�.n-�P�o—N_d�, c.�c
'� Name of Notary typed,printed or stamped Name of otary typed,printe or stamped
�.auiu,
`,,±..•��;��, GELEI2A CENTENO-IUCES
Commission 8 FF 898167
� s � My Commission Expires
%%EOF��°;�`` July 12, 2019
•,,,���,.�
� CITY OF �EPHYRHILLS
5335-8TH STREET
; (813)780-0020 17 71
FIRE SPRINKLER SYSTEM PERMIT
� PERMIT INFORMATION LOCATION INFORMATION �
Permit N�umber: 17371/16998 Address: 6627 FORT KING RD
Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL.
Class of Work: FIRE-SPRINKLER SYS Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Squar'e Feet: Subdivision: SUMMERSET
Est� Value: Parcel Number: 03-26-21-0010-03500-0000
Improv. Cost: 141,000.00 . OWNER INFORMATION
Date �ssued: 5/26/2016 Name: SUMMERSET APARTMENTS LIMITED PA
Total Fees: 30.00 Address: 3550 S TAMIAMI TRL STE 301
Amoue�t Paid: 30.00 SARASOTA FL 34239-6014
Datie Paid: 5/26/2016 Phone: 941-929-1270
Work Desc: INSTALLATION FIRE SPRINKLER-FEE PAID PERMIT#16999 ( summer apt)
CO�ITRACTOR S APPLICATION FEES
SWANSON FIRE PROTECTI CONTRACTOR CERTIFICATE 30.00
" Ins ections Re uired
FIRE-PRESSURE TEST
FIRE ACCEPTANCE Final
Chapte�633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire
preven�ion and protection related activities such as inspections, plan review,administrative fees,and other
costs related to the aforementioned.
Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All
� work shall be performed in accordance with City Codes and Ordinances. �
"'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEI�IENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TA YOUR PROPERTY. IF YOIJ INTEND TO OBTAIN
FIi�ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
� RECORDING YOUR NOTICE OF COMMEN ENT."
� � �
��
CO TRACTOR SIGNATURE PERMIT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOURS NOTICE FtEQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041
�`___.
s1,3aeo-oo2o City of Zephyrhills Fire � -813-780-0021
� Permit Application '
Date Received � 4/22/�01E�— Phone Contact for Permit 407 n 744� 3
L--�-----•—.::.�...,r--.-,=___�,.::�.�._.�..�- -- - - --��;= _ - .— �...._. _- — - - - -- -��.m.___°�..
Owner's Name �Summerset A artments Limited P ershi Owners Phone Number
Owner's Address 3550 South Tamiami T� uite 301,Sarasota, FI 34239
Fee Simple Titleh i der afie—^�'"----� Titleholder Phone Number � � �
Fee Simple TiUehol er Address \
� � _._ . Y.�.��
Job Address 6627 Fort Kin s Rd,Ze h rhills, FI �ot# �
Sub Division Parcel# I
���� Bio-Hazard Waste Storage-ANNUAL � Fumigation Tent �
� Comm Exhaust Kitchen Hood/Duct � Hazardous Material(Tier II or RQ Facility)ANNUAL
� Controlled Bum � Hood Installation
� Emergency Generator<30 kw � LPMatural Gas-Installation n 2�I
� Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale �� 1 .J
I � Fire Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL
tr y emi � er �
Sprinkler � ❑ ❑ ❑ B � Recreational Bum ,� � ` �
I � �
, Fire Alarm � ❑ ❑ ❑ � � Sparklers � �
Hood Cleaning � ❑ ❑ ❑ � X❑ Sprinkler System Installations � � �
Hood Suppression � ❑ ❑ ❑ � an pipe l�'
� Fire Alarm Installation � Torch Roofinglfar Kettle ��
� Fire Pumps � Waste Tire Storage ANNUAL �
ii Flammable Application-ANNUAL �' G.� �� C7� Valuation of Project
� Fuel Tanks
Q{ Other: ,
e_ � 8 - - ' __ __ -- — �— " _ �_u.�.. .'_�..�:� ��
Contractor I Company
Signature Registered Y/N Fee Current Y/N
Address � License#
ELECTRICIAN Company
Signature I I Registered Y/N Fee Current Y/N
i '
Address � License#
PLUMBER Company
I Signature Registered Y/N Fee Current Y/N
Address � License#
MECHANICA Company
Signature Registered Y/N Fee Current Y/N
Address � License#
'I OTHER i Company Swanson Fire Protection
, Signature �� Registered YeS Fee Current Y/N
Address 2220 CR 210 W Ste 108-139,JaCksonville, FI �icense# 194448-0001-2003
-----�---v�_ .�.. _ �._.--=---�--,---�
Directions:
Fill qut application completely
Owner&ConVactor sign back of application,notarized(Or,copy of signed conUact with owner)
If over$2500,a Not�ce of Commencement is required(Mechanical work over$5000)
SupQly two(2)sets of drawings with applicable documentation
Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(http://appraiser.pascogov.com)
I
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions°
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
appficable deed restrictions.
UNLICEPJSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES� If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intendec� work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.I
COMSTRUCTION LIEPI LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
' other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it'to the"owner"prior to commencement.
- CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and
that all work will be done in compliance with all applicable laws regulating construction, zoning and land
development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify
that no work or installation has commenced prior to issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction, County and City codes, zoning regulations, and land
development regulations in the jurisdiction I also certify that I understand that the regulations of other
government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
j must take to be in compliance.
If I am tNe AGEIVT FOR THE OWfVER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the perm�it is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be �equested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiabl�cause for the extension If work ceases for ninety (90)consecutive days, the job is considered abandoned.
ll!lARNIPIG TO OWIVER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
Pi4YING�TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA iURAT(F S.117.03)
OWNER OR AGENT • CONTRACTOR A�J
Subscribed and swor (o a�rmed)before me this Subscribed and swo to.�r affirm d before me this
��by ah� {� �tiJ"o� �J�:,Z/�(rLbY �/�/y a��G�ynJ��
Who is/a onally known to or haslhave produced Who is/ar ersariait�KPiow o me or has/have produced
as identification. as identification.
� —�Notary Public "J �� --� Notary Public
Commissiol o. ' Commission o. JdtIM.Bef�sof�
I M���C �� nA
Name of N'tary typed,printe �A� A Name of Notary typed,printed or stamp • ���g
. ��ndF F�Fg75846 ' �p1res 3I28/2�20
• �ptres 3f2al202�
�
�
� - --�--�----- —�--_�. .. _. .
3 �
I
t �
��IIIII IIII�(III�IIIII II�IIIIIII IIIII IIIII IIIII(IIII IIII I�II
201B18S637
Rept,:1728520 Ree: 120.30
DS: 0.00 IT: 0.00
Preparod-By at►d Re�To: ti/18/20tS J_ R., Dpt,y Clerk
� HeatLerM.Tof�Esq. PRULA S,0'NEIL,Ph.D.PA5C0 CLERK,6 COMP7ROLLEFi
BmadandCassel ti/18/201 2•38 m 1 of 1�j
390 Nortb Orange Aven� OR B!C ��8� PG 55�J
Soite 1400
Orlando,F]orida 32801
� Permit No.
Tax Identification Numbers:03-26-21-Q0103500-Q000 and 03-26-21-00103600-0000 -
; NOTICE OF CONARENCEMENT �
STATE OF�.ORIDA
COUNTY OF SARASOTA
TI� UNDERSIGN� 6ereby gives notice that improvement wiD 6e made to oettain ieal property, and ia
accordence with C6apoer 713, Florida Stamtes, the foIlowing information is provided in tbis Norice of
Commencement
1. DESCRIPTION OF PROPERTY:
Legal Des�r.g�e^.: S�.Exhibit"A"attached heceto and'mca�pordted herein by this referena. -
Street Address: Su�+�+�►Apaciu�nts,Fort King H'ighway,Zephyrhills.Florida
2. GENERAL DESCRIPTTON OF IIuiPROVEMENT:'
Consavc600 of a four(4)story mniti-family apartntent boilding consisting of ninety-six(9�residentia2 units with
parking. The apartment bu�7ding will incl�de a lobby, leasing area,clubbouse,conference room, laundry room
along with 6uilding services. Extemal improvements and amenities wiU include, without limitadon. sidowalks,
lendscaping,site lighting,Pool,signage and other site amenities.
' 3. OWNE.R INFORMATION OR LESSEE WFORMATiON IF 1'HE LESSEE CONTRACTED FOR TFIE
� 1NfPROVEMENT:
' Name: SUMi►gRSET APARTMENfS L.IIvITfED PARTNERSFIiP,a Florida limited
ParmeTshiP •
I� Address: 3550 South Tam;ami TraiI,Suice 301
Sarasota,Florida 34239
Interest in Property: Fee Simple
4. CONTRACTOR:
IName: CORE Construc6on Services of Florida,LI.0
Address: 8027 Cooper Cmek Blvd.,Suite 110
Universiry Park,Florida 34201.
' Attn:Brent Elliott '
Phone: (941)343-4300
�esaene.aM�a �
�A►e�wic�
�'
_._ I ._.. . -- -. .�----- --
• . - �- - - i ,-- -
_
t
. OR BK g2g7 PG 551
2 of 14
5. SURETY/IF APPLICABLE.A COPY OF T[�PAYIuiENT BOND IS ATTACHEDI:
Name: Travelers Casualry and Surety Compairy of America
A�dress: 440 West Fort.Pia7a,Suiie 270
Maryland Heights,Missouri 63146
� Amount of Boad: 59,523,710.00
b. L.ENDERS:
JPMorgan Chase Bank,N.A. JPMorgan Chase Bank,N.A.
Commercial Real Estate Loan Administration I.egal Department .
700 N.Pearl Street,Dept TX1-2625,131h Floor 237 Park Avenue, 12th Floor
Dallas,Texas 75201 Mail Code NYl-R065
Attention Mario Mamtffo,Conshvcdon Administrator New York,New York 10017
Attention:Michael R Zients,Execvtive
Diredor and Assistant General Cotmsel
F'lorida Cammunity Loan Fund,Inc. Pasco Counry Community DeveIopment
501 N.Maguolia Avenue,Suite 100 5640 Main Street#Z00
Orlando,Florida 32801-1364 New Port Richey,FL 34652
, Attendon: Susan Holtrey
7. Persons within the State of Florida designated by Owner ugon whom notices or other documents may be
served as provided b�Section 713.13(1)(a)7.,Florida Statutes: NONE - •
8, In addition to itsel� Owner designates the following gersons to receive a copy of the Lienor's Notice as
provided'm Section 713.13(1}(b�,Florida Stat�rtes:
Broad and Cassel
390 North Orange Avenne
Suite 1400
Orlando,Florida 32801
Attn:Itandal M.Alligood,P.A.
Phone:(407)839-4200
9. Expiration date of notice of commencement (the expiration date may not be before the completion of
construction and fmal pa}+ment to the contractor,but will be one year from the date of record'mg of this Notice of
Commencement,unless a different date is specified:
WARNIlVG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFI'ER THE EXPIRATION OF
THE NOTICE OF G�OMMENCEMENT ARE CONSIDERED IIVBROPER PAYMENTS UNDER
CHAPTER T13, PART I, SECTION 713.13, FL,ORIDA STATdJ'I�S, AND CAN RESULT IN YOUR
PAYIIVG TWICE FOR IIVIPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMII�NCEMENT '
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIItST INSPECTION.IF YOU '
INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ,
COMMENCING WORK OR RECORDING YOUR NOTICE OF CONIIV�NCEMENT.
[Signature page to follow]
i '
ansae�i�a+i� 2
��os.ro�a�xrtc�
� — —
i , �--�- � -- - - - - �- ; i -
+ ,
OR BK 92�7 PG 552
3 of 14
Under peaalty of.perJnry,I declerethat I 6ave re�d the toregoing Nutice otCommencement and t�t the • `
tactg stated t�ereIn ar�trae to the 7�esE otmy laaowledge and Geliet. ;
i
SIJIVA�IERSBT APARTMENTS LIIVQTED �
. PARTNERSSHiP.s Ftorids limited per�ership i
I
' By: Summ�set GP � a Florida Iimitefl liab�7isy . ;
oompany.ns pazmer ,
i
�
, SY• .
. D eld .Pa�on,Maoager i
i
STATE OF FL01tIDA - . I
COUNTY OF �lfG�u�. . I '
�
The foregoin�mstrumeat was aclmowledged before me this�day of G v d V� .2015,by Donald ; '
W. P�tnn. as Manag� of Summerset GP LLC, a Fta�ida I�ited liab�ity compaoy, t1►e General Partner of
ai
� g�,m,�,�.r pp�e�s Limited Partnaship, a Flarida limited p�rtne�ship, on beLalf of the company acd the
�rme:sh�P-
� '
" af Notary Public-Stste of Ftorida - �
�,,."�J, J.VAN HORN �• v�iti 1�f 1(1
s�' -� Commission#EE 145945 •
� Expires Febnrary 19,2016 �'Type,or S�mp Commissioned Name ,
�R�l�� �anwr�oyr�a�maieszm� ofNotffiyPublic
Personally Knawn � •OR Praduixd I�ficatioa ' .
Type ofIdefltific�tioa Pmdacxd
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OR BK 92$7 PG 553
4 of 14
EXHIBIT"A"
LeQal Descrintion
A PORTION OF TRACTS 36, 45, AND 46, OF ZEPHYRHILLS COLONY COMPANY
LANDS,IN SECTION 3, TOWNSHIP 26 SOUTH,RANGE 21 EAST,ACCORDING TO TI�
; MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 6, OF THE PUBLIC
RECORDS OF PASCO COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS: .
COMMENCE AT THE SOUTHWEST CORNER OF THE NORT�AST 1/4 OF SECTION 3,
TOWNSHIP 26 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA; TI�NCE
' N00°03'13°W, 658.68 FEET ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF
� SECTION 3 TO THE SOUTHWEST CORNER OF SAID TRACT 45; THENCE ALONG TI�
� SOUTH LINE OF SAID TRACT 45, S89°46'30"E, 501.79 FEET TO THE POINT OF
' BEGINNIl�TG; THENCE LEAVING SAID SOUTH LINE, NORTH,�261.05 FEET; THENCE
� ' WEST, 265.00 FEET; TI-iENCE N45°00'00"W, 47.00 FEET; 'THENCE N15°00'00"E, 243.00
� FEET; THENCE S79°59'SS"E, 149.05 FEET; Tf�NCE S00°OS'43"E, 173.00 FEET.TO A
' POINT ON THE SOUTH LINE OF TRACT 36; TI-�NCE ALONG THE SOUTH LINE OF
, SAID TRACT 36 AND ALONG THE SOUTH LINE OF TRACT 35, S89°47'17"E, 757.01
' FEET TO THE WEST RIGHT-OF-WAY LINE OF FORT KING HIGHWAY; THENCE '
ALONG SAID RIGHT OF WAY LINE, S25°23'36"E, 329.86 FEET; TI�NCE LEAVING ;
SAID RIGHT OF WAY LINE S00°08'12"E, 32.94 FEET TO TI� SOUTH LINE OF TRACT ,
46 OF SAID ZEPHYRHILLS COLONY COMPANY LANDS;THENCE N89°44'42"W, 810.27
FEET ALONG THE SOUT�i LINE OF TRACTS 46 AND 45 TO TI� POINT OF
BEGINNING. -
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4854871&0811.1 ,4
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, OR BK 9Z�7 PG 554
S of 14
EXHIBIT"B"
Pavment and Performance Bonds
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4850.8718-0841,1
3iosaroi e,tux rt 5
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s of 14
PERF �� NI�NC��BON�D=
�:. .., ,
`T"raveleis�Casualt�aitd:Su'retiy Comparry:of America�
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CflNTRACTOR; St1REZY:.
.1--�' • ame;;7�-dTz7afvsanil' r'nci'-a"1`loce�o hiisiiress
.(Nctr_i:t�7�giil;aYutirs;ond•adar�s:'s) (1►.'..':.. g_..M�: �1.d...: P...P... .r.� _j:
CAR�:Consirnei#OnSerYlces o(FIDr'iaq tiI.� '[�nv,dcrs C6sualt�end Sor�y Company.df,Amehca
8047 Coo�cr.:CreeB�Bled.,,Sl�11c:1;10' 940 b!Vesl°Po?f Plaza;.Suile 270
' Uoirv'eisltj•:Parlt;;:AL:.342Q1` M'dryluriA•Hcigiitsz:MO"631+16�
:bWNER: .
:(1V�uinL�;leKal'stotus'andailfiessf
Su mmered Aparfinen'[s'I:�mlted Par.inrrshlp
` 3550 S.Taiolimi'Tcrisc@ St�301 �
Ser'@sota,:FL�423Q:
;CONSTRUCTION:.CONTsRACT;
'Dste;:coc+nd«23;:2015
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� I�Tnouri;r;S9;523,710.00
? :Des�tip�ibn;
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E' !'Sunirtig' '[_]1-artme ti'�.00^FOt1 K�0 oicd;lu Ze:d;rliills,;FU
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� :Amounf:�39;523"7to.00
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1: 331odificafions�to fhis•�on�; " . .x,.. r:�'��
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'� COM'i2AC�0�,AS;pRINCIP./IL• S{]RET1C _
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" :Ctiin a�ti, ` (C�,ornteSedlj° Com an: ..: �- _., .Cor r"t.e'.S�a1
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E �OR£Coodfructio'n,';Se�'•1'���;;: .. . _ "i'.re��cleis Qeaual�y:tioi!' ,'�•�Gomp",.y�o_�A�"`ica� ,
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� :Sieiiaatti'te: 5i�nature: _ ,: -�
r' _Name'a�d7atl�a. �ei�lirinpo Prpsideo[-�. .. TT�m�atill`�tle;'Suc;Dlehk4��A._,_�cy-In,Fact . � . .. . ..
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:. _(�iry�ddil►ona�stgrratures ap'pear•.-omtf'i��lasl;puge.of itirsrRe fctr»iahee�Boir�)�
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� .(,F.OR'�fD�d�4rjb�0�2'}'.-.=bdme.:address�mtd;iele�hone):
', �' AfENT or:�RQKERi OWNER;S RERf2E5ENTA71VE;s
� ,� Kv61:1nsurance {:4rc/rife�Engjneer.�K alherparFy,�
; 632'W:•J�Sfeison�S�,
1VRorto iLb155U' ��4�'
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! �§`1`�►e�Cont�efor�an�;Sur.ety;yoiatly,•and severa)lyw:bind.tfiemselv_es;,;fhev'fieirs;�.execu}ors,,adinin`istraior5:,;successois.arid
' . - . _ . . . . •
; assigns fo;the'O'4yner i"qr the perfprmaqce:of;the:Constniction:Cb►macs;which'is%iqe�rporatetl�ierein;hy:refererice:
;§�lf 1he`,GontracfqF.;petfqitiis.ffi.e;C_o'nstriic�fi6o�Cpnt"ract;the"Surety��and�tlie Contiaetbr�shall have.�Q oblipa�inn unaer,ifiis'
:BQnd;ezce�w}ien applicab(g:fo Parti.cipa�g ip:a�,cQn1'e_'r"encb;a�,.�{oyidecT:in S�;iQn;3; �
� �3 Itthei!�-isno�Owne�Defa�lY.uRde:t?t}ie�ojist{lictii�fl Gnnt�cf;,the;5urety'.s,`.�,o,',bligaiioti;ynder 21ii"s'�pnd•siiall arisc:aRer
� .;'1� the'Ownet ffist prqendes notece-tp th��"un"tiacto'_r.�a�id'ttig S4rety tliat the�Q'iyaeru considenrig de�larin�,�a
` Coati'a�tgt_befauk:Sych:notice sha�l�ndicate`tiyheth'e'r."_th�;0ivner is;iequesting�a�crinfqrgnce_among ttie:Qiiipe'r;.
.
�. . ,.. ...
.Cbm�ctot and 3urety:tb�d�st th'e Cohtractp�'spgrF'oimartce.t�f,ftie:Qwn�•does'°not•.r'c�uest a confeLence,'t��
�uratys'�irta};;.-withRn fve-(5•)biisi��s3;tlay3�aftex teeei�t g�t}i¢Owner's,Toticc,fieque�t.such:a:corifererlcq.lf�;he,
�u�ety.stimely.�request's aeonference;,the.°Owner:shall.attend-'.tTrt7ess,tbe:Qivrier agr�e`stitherw�se,any eqn�'erence
�equested�vnder ifhis:Se�6on 3�..f sha7l:lie field'withm�ten(�1�0� busintis�da�s.tif�ilie:Sun:ty,'s�ieceipt tif:the
'I ; .. _ . . . : .
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The Company eYecuha�+this boad.vouches•ttiat•this tlocu�eiit confpr`ms 40.'Arrierica�i I�stitute ofA;rchitects Docpht.erit'
?,4312;:20:10�edition' � -.....�._..._ ,. }.
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Q�mer'.s�riot'ice.If`the.O�iinet�h�e Coi4�ector aqd`3]i�.Sti�rety:agreee;;the�Coniiaetar�sha9l:be::alloweB.a:reasdaalite
timc:;tij.�,e'foQo tl�Cqristiuctioii�biRr'act,.bii"t.such_:�i'a.grceruni shal�:no�wai've t'he•,Oamer''s:right,.if'atg;
�uli"segL4jitTy;tij-c14'��a��aRt�Cfor Defayfir;�
.. ;.2 :th�eQiVa:gr'�ecEaresa:Cgot[actor'D"e�'aui�tertiiiria�es�tFe.,'Gqns`fiuctionCo�itract;aiidno�es;tiie�.ur.ery;and
;3° theOariieihtis'agceed:to-paythe�,�ttu►ce,qf.tlCg'�griirn�_t.P�ic�3fi accutda��e:v►'ith'tlie.steri(ns:ofthe Construction I
' C�on�c[To•tLs Suiet;%-qt tii,e coliUactgrselecte`il tbperfqriii tfie�onsfriiotion.Cqniraci,,.
' , . . , _
" _§4:`�ailure on�tti� ��it�of tlie�Owner°to.•�niply:iy.ith thg:�n'otice_regu'irement in.Sectjori�,J,shall i�dF constiTuie�,_f'�a,il�ue iq:
:: �
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�' :compij*°with�a condition'�prerxdeni'fo��t6e'Surery'srobl'igation�or:�elease'i�.5urety�'roqi if;ofiligation�,ezcepf;to tlie-.ezlerit
:tiie=Surety demonst:ates:acival pfejudic�, .
� �;5�]Nh�fhe 0iyner.�h�s�satisfied�l►e'conditib'ns of.Secti�n�3;th�SuretyshaTl`:pnoaiptl��an��t:the�Sdrety'�;er.perise tal:e tine�of
,. .
' :the::following;acAons: -
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;. :���.1.AtFar►&$:foi'•ttie�otitr"ap�o'r;witlitl�e consenfof�fhe Owng[t`tq.•:perform�and�complote�the:�onstNation,Gon`trad;
' '§:5;2Und��t,�ke=fp:petfoi;m:�iic1 qom�plete tby�Cgii'stiocfion Contra�f;if"se.��'thrnugh.iu�agents or,'iode'perideni contiactors;,
i •
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t ;�•'�.3 0�ita�n�i�d�or:eegbtiat�d:pi+oposaCs�r.om�jyalife�cbirfra,`c,tg,i's;acgeptabl�to tfie�ii�ner;foF:a cd'ntiac'i fot�p:erfo.rmance and
j coinpleT�on'a�the Cbnstrucuo��onUac�-:anaqge fo�e;��t'r8c!m b4,prepa�ett foi:execufian hy the�w�rer;and-a eont�acior
; •3ei�.eted w�ihe Owner s�oneumenae;to;be seeu't�ed:'w,}tfj pirfum►ance an�p��+in�nt;boed;execute,d by"a:qualifred�suc�ty,•
, .._. _ _ ..
� �eyptvalent ta fhe'�tlnd�issued�a t�he C�onsliruction��oritFaM��and'pa�_to th�.•Uwntr�tlt�_amount of�damages as desqriSiCd�i,h
Sectio.m2°in:�xcess-�t�he�$aiance oflhe�ontractPiice:ineurred'�6y�t]ie�,Owner;a5 s,resui��of t'he�:Codustco,r"flefault;q�;
; ��5.4i Lt!aive.iis.right�'to;�rform:and_:complcKe;�aRange.�'or somplet'ion;;:o�.otitain�a�new�contractbr:and wi�h;�ea3ona�ple
;pTompine�s;nnd'.erthe ciicumsfances;:
- 1; /lfter Snv.esligseio��.detemiin.e.�'the amounf for.wi�ich�it:may,be'aiable.tio;t3�e.Owner and.:as�-sobn'as:;praclicalile;
attei�fhe;aipourit is�deterriiined,:Ynake<}tayment loithe'O'wner.or..
; ,�: i)ei:y:li_r�:;ity�i�i i�rf:tlle:g�:jii pa't aiii��notiC���he:lOv¢ner.,.ciiingtho:t�easoas.`for denial.
�� ..
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�:G IfYlie;Sure�y_dnes;rib[.pm�eed as;provi�ed;iii,�ection,5;�.',w�'fh:`reasaiiabre"_piampmes§.�t7ie SvreL'y_s�a�l'be:tleemed to'lie.in
, . s. . .
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; �efault�Qn t}us 8ond.s,sveri:�days.aftef recpipf of_ai1-addrtiona)wi�tfCn;nouce:!#3'�ii:th��6,�fn�.�to tl�G Suiery-itemanii�ng:flisi_;he:
. .--- . . . . . .�,.
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Suret.y,pe�;ociil_.its�d4ligations•iunder'tF�is`Bond�.apQzthe.<0►'wilersji'611'be erltitled`t6;enforce�airy�iemedg avairab1e�,to:the'Owner..
� 7f•the S'urety pr;'ocxeds aspmv�deditf Seciion 5�},aed•fhs;OJyner r�fises tlte pay'�nent;irc�tl�e $yry'ty hac denie�;liability',in
� :cit}ibfe'.ot m pazx,��int1i6u4:fiuther riofice;t�e�6wnershall'�Ke:eirfitled io enforce a�,ry�i+em�dy availatile tp the�Qwnei;
§'�.lf.the Surery,=elecfs'io aci•uode�Sectibn;���lf�.,2':tbr��:3,.11ien�}i�ies�onsibilitfes:o��the:;Surety:�o;t}ie Ovyrie�'s�all nbi?!ie
�afec��tian=thoseroftihe'•C�ort'raclor-�n8er the�CbnstructioniCon�ract;anil�tlt�responsrbiaities.oft6e�.OMmerta:.t1-ie�Stii"etysliall.
�not�begr�a[e[`ihan ihose of.'1}ie�7wnerLpBer'the Cbpstrucfion�Gonh�xcl.:5`ubjec['m�the,cos�rtiicment:by.:tfie:Q.wrier to�pay,the�
;Balanc��of:t�Y�on.aact piice,ifie:Siuety=�s�db]igAted,�wiihouYdupli'caGbn,�for.- �
.1; f�e,res�ionsib'ilifi�s o€�tfie;Contricfo�:for,qonectipn_of'.defec�ive:work,and�wmpleiion•:of`:the:Cons�ucdon
Con'tiaci;;
� •.r eaa�von�'.leg�lt;,:design'qofe��oiiaTahd_delay to�s re'su(G.n.'g-finm.the.Cbnfrac[or.''s.Defautt,.-and.resulting:from.
'tlie Acli6fis br'f�i[ui.e f�;act=qf thb�u�-�il.dej Sec_n"on S=�3fid;
�3° liguidated;•darnages�,n`r•i�_no,1'iguidated'•dafiages;,aii�5pec'if�d�-ifi'the'Cqii`st�il�ofi_G¢nhact;•actual`•damages
. , , .. ., �
; �aused b.y delej%ed;pesf'firmance or nbn perComiaiitc,nf ffie-Corit'racf_o.;. -
�8lf�dtg�w'e,-.:etects to�act,undetSecdori:i.1:,.5�o_r::5:4;Y�ie Surety'#y�liabi(iry js�limifed to;lFie:af"nou�t:of�tjiis;Botid,
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'§:9 The Surery�sl�all��oi`tie liable.io:t�'ie�Qwner-or'of}iers'forobl'%gations.:offhe�E�rittactoF fliat.�are,�uiirefated�to:tRe:Cons�iictiori'
C'�ontract�and.tl�e Salance;ofthe Gnnirac[,P.�ia:sti�ll:•not�e':rPdu�c,d 6r.set:bfFon:�o0ouqt;of anji�.such.i�inrelgtcd tibligations:;�Nb;
. . � . . .
riglilrbf ac�ioa�shall accrue onctliis.B'oail.ta�ny:person;or.eriiity.ot}ier 1�an�•the OWneror iLs!hgi;s,ekecutbr5;;.adtiiinistiators;.
successors•an.d:assign�, :
§�1Q"C���urery:herg6,��waivesntitice of�eny•change, includiug etianges nf'ame;far�}ie C�onsfraution:Cnnfrao['flc:46�:rglaied�
's_ubcotif�acts;�y�chac��qrdgis:and�o#hei ob�ig�4ions:,
�;'11_�ny pro_cee�Lng, legal gi�jyitable;.uiider tlii's?Bopd�i'nay he�tiia�iitgt�d�,n.:arty�;cour.��of_compe3eni;jurisdiction in the� -
� tocatio�iin which;thg vi!ofic._vf'pazt::;�f,ih:g�worl:_is;tocafed"anit;st►a11:1i4'in�i�iet7 wjthiri•iwo�ears:a���-a.•decla[afion;:of
, Caritr�ctb�De�ilt;o�"within�.two�ears�afte(�fie�`Goniiactorcea3ed:in%orkul�o'r�v�thiri�wo;yeaig.,afte"r•the.Syiery.cefuses•or feils
' Tfie'Cflmpairye=eautiug"t6i��►ood�yoiicFies'thsttLisdoiiimen{mp��`�" -�,A�ueiacau�liistitufe•otA�chitects<Document= -
� O�AS�._
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�lit�'w�.�iia�ap,'ry`,'Goinpa„�'�r,�;�w2qch•iisofuqocis_ace�mwin'lu.l.l�exa.M1d'r�tDa4RN4�Jng•astbtlnwa: '-� .
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'; 'of'We•CoNP�i.'�~.Y:aad;ih�y�'tY'e,iwcEr�PBo���!:?�+�Y v�:4t:tier.aniCiate o!auitmii may piiBen'be`rb'si�o lvith�`�Qr�i�oY§namc ald.seal�w,ith.itiE
' Cam.pu!Y,�;s_seal.bund`s.Kcoguitauoe�oam�aas'ofind'rnmiry;,.'mid:6t�herWiumg;:oD6gati(ipry�'io.itirrta!tue;af�s�.6�2nd,lewgqiialx.e.:.pr.c.od:ditiooal'�d'at�B.�nd
ofseido�aisortR4.Bo;rt7�q.fFgo,c_caesvt'nrty4!r�elneyY__�oPCePY•�h:ap�iomto4;ap�:�vo'Ke•the;Qoao�'giv�%hem'dr:6r%^;,eiid'tt'i� ....� _.-_�?Y
F�1R�lEII,�RESOIeY�D,.t�ti3i4:'�fa�nt�%r�es�dwi:_a�9•.��c�e,�E�aienan.Aoy.EiiefiuiveVia:P�iesidcdt:�anjtSei�oa�i!ta PFe31d�ait,er.nny�I.fa:�P�didait'majc
�etegat�all�ronyp�Co�ahd:3'o+�gdrog, tooi�:or.oioi�'_o7€_.�f�?'�'�mF«Y.�?S�s:�cmpan.Y.�ov�d�.'-f�t�t.eseh's�clr�dElegprions3iu ;ni�`,
ih�egf is filed;u►�i�l2f.i��.lfi��dY�?�s'. . �°f7O�8" r�DX
° �tiR7'lTER7tESOI:'KED:.►._'�a�"any;bonil.:�cogni�na;:c�nac[:of-i�mmity�orsvnlin��obligQtwji m ttie,o:iu�ie ot'a boud:J�oB��?etlm,or�condiunnal.dndBrmliii�
shslF'be:valitlbad�bihduig;upbnflir�nipan'ybv'teri{a�'sigiigdby_�Ihe'Pijesidpnt,�py'�licg`Ghaim�ao..any ExeeutieeViafresid'eht,,�anySbn'icr�e�:P�esideni�raqyYe4 .
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STATE QF FLORtDA,COUNTY OF�PASCO �VD�CIq�
. THIS IS TO�C�RTIFYTHATTHE FOREGOING ISA �C� • • . C4�i
• TRUE AND CORRECT COPY OF THE DOCUM�tdT ��; �G
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE .!� �
WIT S MY HAND A D QFFICIAL SEALTHIS * . .
__,���DAY OF��o,�m b�r 2�� j"S�1ve 7.usr . #
PAU A S.O NEIL,CLERK&COMPTROLLER �' ' °"�- �
* o . �
BY ` PUTY CLERK •, 188� *
�,q�• •�p �
, . IA/AANINCi:THIS..f•'plh'ER�F�ATTORNEI!'i$IN�/��IR��1'IWt... . � ER. ._......_............
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City of Zephyrhills
BUILDING PLAN REVIEW COM11rIENT� 1
,
Contractor/Horneowner: ���'I-�'l�'L �
Date Received: '��Z--�,6
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Site: � �C� �i � � �r���'
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' Pernut Type: � � .�'l���� ✓- Cl,ur ���f�
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, Approved wlno comments:❑ Approved w/the below comments: (�" Denied wlthe below comments: ❑
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This comment sheet shall be kept with the permit and/or lans. _ __..---�--------~----
� .�:�=�,�.".�_„ �' a=s'��t,.
Gene Brown—Fire Safety Officer Y�ater Contractor and/or Homeowner
'4 ; {Required when comments are present)
�
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_ � �
FORM 2-K
Automatic 5prinklex Systems
Can�ractor's Material and Te�t .
��rtificate for tJnderground Piping
D�te:/ � �/ Property ame: ! � �
�
Pri p��y aaa,��s: ��.. r�,t�t,Q = �L,(�� � 1"ec�iF-I�fr�►`3� �.c�y ./fi 1`I
Prote!nre
lJpon�completion of work, inspection and tests shalf be made by the tontractor's representative and witnessed by
an pwner's representative.AIt defects shatl be carcected and the system left in servite before contractor's pecsonnei
finally#ieave tF�e job. '
�
A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori-
ties, awners,and contractors.!t is understoad that the owner's representative's sigrtature in no way prejudices any
claim�against contractor for faulty material, poor workmanship, a�r•failure to comply with approving authar�ty's
requ�rements or local ordinances.
�
Plans '
Accepted bY[apF�'r�ving authQrity's name(s}]
Addr Iss
Installatlon conforms to accepted plans? Yes ❑ No
Equipi�ent used is a��aroved? Yes C� Na
If no,�explain devi�tions.
lnstr�ictions
Nas person in charge of fire equipment been instructed as ta location of control vaJves '
and care and maintenance of this new equiprnent? � Yes 0 No
!f no,{�explain.
Have�opies of appropriate instructions and care and mainCenance charts been left on
premises? O Yes 0 No
tf no,�expiain.
i.otation � �
. Suppl,es bldgs.
� Unde�ground Pipes and oints
Fipe confarms to f� stand�rd. Yes ❑ Na
' Fittings conforms to J✓1�� standard. �Yes ❑ No
� --.---
If na,explain.
Joints�needin anchorage clamped, strapped, or b(ocked in accardance with
�l��� standa�d. '�Yes � No
lf no,�xplain. � ',
Test Description
FLUSN(NG:F1ow the required rate until water is ctear as indicated by na callection of fareign materiat in burlap
bags at oude#s suc1� as hydrants and blow-offs. Fiush at flows not tess than 440 gpm(1514 Umin)for 4in. (7 02-mm)
pipe, 600 gpm(2271 L/min)for 5-in. ("!27-mm) pipe, a5U gpm(2839 L(min}for 6-in.(152-mm) pipe, l 00D gprn
{3785��Jmir►}for 8-in.{.�tI3-mm}p�pe, "E SQp gpm{5678 Umin)for i 0-in.{254-mm}pipe and 20Q0 gprrt{7570
LJmin�for 12-in. (305-mm)pipe.When supply cannot praduce stipulated flow rates, obtain maximum available.
PAGE 1 0€2
Copyright a 20U0 Nationa( �ire Pratection Association �
. ._ _ ..._ _. .----- _ li
G I
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Automatic S rinkler S stems FORM 2-K O �
Contractor's Material and Test
Certificate for Under round Pi in (cont.)
p
Test�Description (cont)
HYD�tOSTATfC;Hydrostatic tests shall be made at not less than 200 psi (13.b bar}for two hours or 50 psi{3.4 bar)
abo�e static pressure in excess of 150 psi(7Q.2 bar)for two hours.
L�IKAGE New pipe laid with rubber gasketed joints shall,if the workmanship.is satisfactory, have fittle or no leak-
, age at the joints.The amount of leakage at the joints shall not exceed 2 qts per hr. (1.89 LJh) per 100 joints ir�e-
speetive of pipe diameter.The leakage shall be distributed over all joints. If such Eeakage vccurs at a few joints the
installation shall be considered unsatisfactory and necessary repairs made.The amount of allowable fealcage spe�i-
fied iabove may be intreased by 1 fl oz per in.valve diameter per hour(30 mLJ25 mm/h)for each metal-seated �
valve isoEating the test section. If dry barrel hydrants are tested with the main valve open,so the hydrants are
under pressure, an additional 5 oz per minute (150 mUmin) 4eakage is permitted for each hydrant.
� Flushing Tests � -
Ne�ni underground piping flushed according ko standard. ❑ Yes ❑ No
By(comparty} If no, explain.
Ho I flushing flow was obtained: �Public water ❑ Tank or reservoir p Fire pump
Throu h what t e o enin H drant butt ❑ O en i e
Lead=ns flushed acc rdi to ��Z standard � Yes � No P P
By(company) r1 � If no,explain.
How#lushing flow was obtained � Public water � Tank or reservoir ❑ Fire pump
- Through what type opening ❑ Y connection to flange anci spigot O Open pipe
�
Hydrostatic Test
� All new under round i �n h dr taticall tested at si bar for
g p'p' g y qs y �6�p ( ) �hours
Joints covered? t�T Yes 8 No
�
Lea�age Test
Tot�l amount of leakage measured:�gals(L) �_hours
Allowable leakage: gals(L) hours
�
liydrents
Nu � ber installed: T and make:
T
,�.�
�
All operate satisfactorily. �Yes ❑ No
Control Valves ._,/
Water cont�ol valves left wide open? 0 Yes L� No
if no,state reason. �__ n � �{�
ti���
Hose threads of#ire department connections and hydrants inter-`
changeable with those af fire department answering alarm7 ❑ Yes ❑ No
Rer�iarks Date left in service with all control valves open:
Inst'allfng Contractor. JU Gci�t �
'Si �atures of Test Witnesses i� , -�1
For�property owner(signed), .z��, ._...-- Title S, ,��<.,c�c�� Date� H r� �
For�prinkler coritractor(signed) Title Date
1 • PAGE 2 of 2
Copyright�7 2000 National Fire Protection Association
1 --- - - - --- ,
P'Y�C -WA'�'�R `�dliV'D �C}R�E NfAZt�rPRESSt�R� TE�,�Q��-
. f . P 1 rlri�� � • • r 1
P.rcjeaName• �t��Yi�1�.:�` :��'t" � ��1� • . . : . ' :�ata: '�''ltf"/�r
� �..�.r,.y,..i�i�� • , .
Approvat t�Ium6�er: Laca�ti�n: �� • '
. �
� Startir�g'£imc ofTtst:� �i .` .31� f'rtlrl. Starii Pt�ssura in PSI�: � Jr o�-
ng (�50 FST Iv�n.
. ;
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� Eltding Timo.of Tcst: �-` ���� Er�ding Pressure ir�pST: f ��
Ducatian of Ttst(�fnutcs): ���1Z�R ,iK',snimc�m) Avecage Ttst�rrssur�i�t PSI:,,.,_��
. , ,, .
. � �'�p�Diainet�r , � ' '
Carn utatinc�fcic AIlai�tablc Leaka` e Usc S ruat�Coiumn for Fach Pi a S�iz�
' . . t � � g �_
. I�+�urteter vf tc�sted i -e.iaches
N�Numb+�r of'oints � .
P�Av+cra e ccsc r.essuce, 5i � � � � � .
� Aliowabto pipc ieakage tgal.l.tir.) .� � �
, . � T.=NI3(P�'� a- 74ao � -
N,r�umbcr�f ctos�d vatves in . ' • . �
i.ested i a - - ,
� A�Ilowabi�v�v�;eakage.(ga�/itr� .
�Y��.1]078Y?I�, ' .
Ailowabie Lratatge{gat f hc} � � - ' � ,
' ` .YI=L�Y � � �
AdIowable Lralca�e itt gallans . � � �
�' � "I'Z�T17�2 ' ' '
� � � Tt"1�TAL A�QWAB'LE LEl��CAG�LS SUM QF C8LU�42NS 1�2+3+.4+5�,,,��i�
N�EASUREt)�.EAKA�E*� ,,.��_„ • $alIons. � .
� '1'h�Abovc'£�st�fa��,dv�s not)meet thG r+equiremcnts. _
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. � R,emarlCs: � • � - ' ..�..�,
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Witutssed b�: . � �
. Iutp�ecitor� , "�'~'�- ' _,_„_„� _ .
Engiaeer': � ' � �
� . UEil�ty/�onfractor.'
�'1- ��n� • �.1�1 Gt+�!'� 1�U�l�fn L� .�.r�-. .
Eav.�rig fbtuti P7'P�PVC r� 111'94 � . .
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'� PRODUC T DATA /
y ��� HYDRAULIC CALCULATIONS
�:
� SUMMERSET APARTMENTS
� 6627 FORT KINGS HIGHWAY
�
ZEPHYRHILLS, FLORIDA
TO: CORE CONSTRUCTION.
� 8027 COOP�R CREEK BLVD., SUITE 110.
� UNIVERSITY PARK, FLORIDA 34201
I
PROJECT: SUMMERSET APARTMENTS
6627 FORT KINGS HIGHWAY
ZEPHYRHILLS, FLORIDA
,,. j FROM: SWANSON FIRE PROTECTION, INC.
�� � 2220 COUNTRY ROAD 210 WEST
� SUITE # 108-139
r
� JACKSONVILLE, FLORIDA 32259
DATE: APRIL 17, 2016
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SUMMERSET APARTMENTS
ZEPHYRHILLS,FLORIDA.
_�
1.Piping and fittings. �
a. CPVC pipe and fittings. '
b. Fitting specification sheet. �+ �
2.Hangers.
a. Hanger specification sheet.
3. Sprinklers.
a. Tyco LFII Residential Sprinkler Head 4.9 K-Factor �,
b. Globe Dry Pendent 5.6 K-Factor 200 Deg 3/4"NPT
4.Valves. '�
a. Riser Manifold
b. Hose Valve
5.Miscellaneous.
a.Flow Switch
b. Electric Bell with back box
d. Head Box
e. 3M Fire Caulk
5.Hydraulic Calculations
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'�j��� Fi�e c�r Buildirrg►
Praducts
r�apidr���pon�e��
H�ME FIRE SPFtINKLER SYSTEM
Technical Services: Tel: (800)381-9312/Fax: (800)791-5500
B�azeMaster °
��VC Fire Sprinkler Pipe & Fittings
,.r S�bmittal Sheet
�� �
y General
D�scription 'i�echnical 4`� .
Tycl� CPVC Pipe and Fittings pro- �a�a � - r-
duced by Tyco Fire & Building Prod- - �
ucts (TFBP) are designed exclusively Sizes Y=
for use in wet pipe automatic fire sprin- 3/4"to 3" -- � � �� i- -
kler' systems. The Tyco CPVC Pipe Maximum Working Pressure ��.=``���z`�a� � '
and Fittings are produced from Blaze- 175 psi � `=�` `�``� _ °
Master� CPVC compound that is a �"�-� ":: ._: _ " a. �
specially developed thermoplastic Approvals j,x,x,`
compound composed of post chlorin- UL, FM, C-UL, NSF, LPCB, MEA, and � .-. - �' �
`��,=.
ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to In- ���• � : . = � =� '- - _.�- :
and state of the art additives. Tyco stallation Handbook IH-1900 dated ��#;-,- �-r,�_:-�.:3 ��,,,-.: tr�= �-
CPVC Pipe and Fittings are easier to June 2008 for exact listing/approval ��.,.��:-�,-���°�:���§: F • �. � ,
install than traditional steel pipe sys- information.)
terr�s, and at the same time, provide Manufacture Source
sup�erior heat resistance and strength U.S.A.
as compared to traditional CPVC and
PVC piping materials used in the Material
plumbing trade. Various adapters are . Pipe:ASTM F442, SDR 13.5
available to connect CPVC pipe to me-
tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and
adapters have brass inserts for dura- ASTM F439 (Sch.80),ASTM F1970
bilit�y. Grooved adapters connect di- Color
rectly to grooved end valves and me- 9
tallic pipe, with flexible grooved end Oran e
couplings.
�
�
Tyco� CPVC Pipe and Fittings pro-
f�� duced with B/azeMaster�CPVC com-
,- pound described herein musf be in-
�- stalled and maintained in compliance
wifh fhis document and with the appli-
cable sfandards of the National Fire
Protection Association, in addition to
theisfandards ofanyauthorities having
jurisdiction. Failure to do so may im-
pairthe performance ofthese devices.
Th I owner is responsib/e fo�maintain-
ing�their fire protection system and de-
vrces in proper operafing condition.
The installing contractor or sprinkler
manufacturer should be contacted
with any questions.
BlazeMaste�is a registered t�ademark
' of The Lubrizo!Corporation
�
Page 1 of 2 � JUNE, 2008 TFP1915
L �
Page 2 of 2 TFP1915
Installation Limited
Tyco� CPVC Pipe and Fittings pro- �IYarranty
duced by Tyco Fire & Building Prod-
ucts (TFBP) are to be installed in Products manufactured by Tyco Fire&
accordance with Installation Hand- Building Products (TFBP) are war-
book IH-1900 dated June 2008. ranted solely to the original Buyer for
ten(10)years against defects in mate-
Care and rial and workmanship when paid for
and properly installed and maintained
under normal use and service. This
Maintenance warranty will expire ten (10) years
The owner is res onsible for the in- from date of shipment by TFBP. No
P warranty is given for products or com-
spection, testing, and maintenance of ponents manufactured by companies -��
their fire protection system and de- not affiliated by ownership with TFBP
vices in compliance with this docu- or for products and components which
ment, as well as with the applicable have been subject to misuse,improper ,.
standards of the National Fire Protec- installation, corrosion, or which have
tion Association (e.g., NFPA 25), in not been installed, maintained, modi-
addition to the standards of any fied or repaired in accordance with ap-
authority having jurisdiction. The in- plicable Standards ofthe National Fire
stalling contractor or product manufac- Protection Association, and/or the
turer should be contacted relative to standards of any other Authorities
any questions. Having Jurisdiction. Materials found
Automatic sprinkler systems should be by TFBP to be defective shall be either
inspected,tested,and maintained by a repaired or replaced, at TFBP's sole
qualified Inspection Service in accord- option TFBP neither assumes, nor
ance with local requirements and/or authorizes any person to assume for it,
national codes. any other obligation in connection with
the sale of products or parts of prod-
� ucts.TFBP shall not be responsible for
sprinkler system design errors or inac-
Before closing a fire protection system curate or incomplete information sup-
control valve forinspection ormainte- Plied by Buyer or Buyer's repre-
nance work on the fire protection sys- sentatives.
fem that it controls,permission to shut In no event shall TFBP be liable, in
down fhe affected fire protection sys- contract, tort, strict liability or under
tem must first be obtained from the any other legal theory, for incidental,
proper aufhorities and all personnel indirect,special or consequential dam-
who may be affected by this action ages, including but not limited to labor
must be notified. charges, regardless of whether TFBP
was informed about the possibility of
After placing a fire profection system such damages, and in no event shall
in service,notify the properauthorities TFBP's liability exceed an amount
and advise those responsible formoni- equal to the sales price.
foring propriefary and/or central sta- The foregoin�warranty is made in lieu
tion alarms. of any and all other warranties. ex- �
c�ress or implied. including warranties
of inerchantability and fitness for a par- r�
ticular Rur�ose• ,�
This limited warranty sets forth the ex- '
clusive remedy for claims based on
failure of or defect in products, materi-
als or components, whether the claim
is made in contract, tort, strict liability
or any other legal theory.
This warranty wiil apply to the full ex-
tent permitted by law.The invalidity, in
whole or part, of any portion of this
warranty will not affect the remainder.
O 2008 TYCO FIRE 8 BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446
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Fitting Submittal
All of the fittings to be used on this project meets or exceeds the requirements of one or
more of the following standards as required by paragraph 6.4.1. of NFPA 13-2007
Edition:
ASME B 16.4 Standard for Cast Iron Threaded Fittin s, Class 125 &250
� g
� ASME B 16.1 Standard for Cast Iron Pipe Flanges &Flanged Fittings
�_ �
�
�,� ; ASME B16.3 Standard for Malleable Iron Threaded Fittings Class 150 &300
y
� ASME B 16.5 Standard for Steel Pipe Flanges &Flanged Fittings
Manufacturers may vary. As per table 6.4.1 of NFPA 13-2002 Edition, all fittings shall be
, marked along its length to properly identify its type, schedule, and manufacturing
� standard.
All fittings are compatible with and intended to be use with piping as listed in Table
6.3.1.1 NFPA 13-2002 Edition.
Exception: Fittings meeting the above referenced ASME specifications which have been
investigated for suitability in automatic sprinkler installations and listed for these services
shall be pernutted when installed in accordance with their UL or FM listing limitations.
All fittings are to be installed in strict accordance with the guidelines of NFPA 13-2007
Edition, ASME, and AWWA and therefore require no special submittal of specific
manufacturer's installation instructions as noted in 14.1.4.NFPA 13-2007 Edition.
All joints to meet the standards listed in Section 6.5 NFPA 13-2007 Edition and one of
i
the listed standards below.
i
,. i ASME B 16.1 Cast Iron Pipe Flanges and Flanged Fittings for 25, 125, 250 & 800
� lb.
': i AWWA C111 Rubber Gasket Joints for Ductile Iron Pressure Pipe &Fittings
� ; AWWA C115 Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded
' Flanges
AWWA C206 Field Welding of Steel Water Pipe
AWWA C606 Grooved& Shouldered Joints
�
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Hanger Submittal
All of the hangers and hanger assemblies to be used on this project meets or exceeds the
requirements of the following standards as required by chapter 9 of NFPA 13-2007
edition.
Manufacturers may vary. All hangers assemblies shall be designated on the fire sprinkler
piping plan as to its type its length. Details of each type of hanger with all components
listed of each hanger assembly.
-,,
,��
All hanger assemblies are compatible with and intended to be use with piping as listed in �f
Table 6.3.1.1,NFPA 13-2007 edition. �
Exception: Hanger assemblies meeting the above referenced specifications which have
been investigated for suitability in automatic sprinkler installations and listed for this
service, shall be permitted when installed in accordance with their UL or FM listing
limitations.
All hanger assemblies are to be installed in strict accordance with the guidelines of NFPA
13-2007 Edition and therefore require no special submittal of specific manufacturer's
installation instructions as noted in 14.1.4 NFPA 13-2007 Edition.
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� � Worldwide
www.tyco-fire.com
�9�'� �i'O�'�Cf0007 Contacts
P/'�C�C�cfS
14�PID R�SPONSE Series LFI/ Residential Sprinklers
4�9 K-factor Pendent
lllPet Pipe ar�d Dry Pipe Systems
G�neral Escutcheon reduces the accuracy to
which the pipe drops to the sprinklers � --
� ��escription must be cut. � �"`�-`�.�
`, The Series LFII Residential Sprinklers ^ � ""`�
The TYCO RAPID RESPONSE have been designed with heat sensi- ��u--�---b:�-� `
� Series LFII Residential Pendent tivity and water distribution charao- �`�' .__ v I � i
and Recessed Pendent S rinklers teristics roven to hel ' '��� �
p p p in the control ;��T;; �r6�
(TY2234) are decorative, fast of residential fires and to improve the �-� � -
response, frangible bulb sprinklers chance for occupants to escape or be '
designed for use in residential occu- evacuated. `� :•
pancies such as homes, apart- ��_
ments, dormitories, and hotels.When Dry Pipe System Application -�- `
aesthetics and optimized flow charac- The Series LFII Residential Pendent
teristics are the major consideration, and Recessed Pendent Sprinklers
the�Series LFII Residential Sprinklers offers a laboratory approved option •
(TY2234)should be the first choice. for designing dry pipe residential Spr�nkler
I sprinkler systems, whereas, most
The Series LFII Residential Sprinklers residential sprinklers are laboratory /dentification
are intended for use in the following a
pproved for wet systems only. �umber (SINJ
scenarios:
I Through extensive testing, it has been
• wet and dry pipe residential sprin- determined that the number of design TY2234
kler systems for one-and two-family sprinklers (hydraulic design area)for
dwellings and mobile homes per the Series LFII Residential Pendent
NFPA 13D and Recessed Pendent Sprinklers ��(+�n/(�a�
TY2234 need not be increased
• wet and dry pipe residential sprin- � �
kler systems for residential occu- over the number of design sprinklers �a�'�
pancies up to and including four �hydraulic design area) as specified
stories in height per NFPA 13R for wet pipe sprinkler systems, as is Approvals
� accustomed for density/area sprinkler UL Listed for use with wet pipe and
• wet and dry pipe sprinkler systems systems designed per NFPA 13. dry pipe systems
for the residential portions of any Consequently, the Series LFII C-UL Listed for use only with wet pipe
iccupancy per NFPA 13 Residential Sprinklers offer the s stems
The recessed version of the Series features of non-water filled pipe in Y
LFI�I Residential Sprinklers is intended addition to not having to increase the NSF Certified to NSF/ANSI 61
for�use in areas with finished ceilings. number of design sprinklers(hydraulic For details on these approvals, refer
` It employs a two-piece Style 20 design area)for systems designed to to the Design Criteria section.
Recessed Escutcheon.The Recessed NFPA 13, 13D, or 13R.
Escutcheon provides 1/4 inch(6,4 mm) Maximum Working Pressure
of recessed adjustment or up to 1/2 � 175 psi(12,1 bar)
� inch (12,7 mm) of total adjustment Dischar e Coefficient
from the flush'ceiling position. The The Series LFII Residentia/Pendent and g
adjustment provided by the Recessed Recessed Pendent Sprink/ers(TY2234) K=4.9 GPM/psi1�2(70,6 LPM/bar�i2)
described herein must be installed and Temperature Rating
I maintained in compliance with this 155°F(68°C) or 175°F(79°C)
document and the applicable stan-
IMPORTANT dards of the Nationa/ Fire Protection Finishes
A,ways refer to Technical Data Association, in addition io the stan- Natural Brass
Sheet TFP700 for the "INSTALLER dards ofanyauthorities having jurisdic- Pure or Signal White
WARNING" that provides cautions tion. Failure to do so may impair the Chrome Plated
with respect to handling and instal- performance of these devices. Physical Characteristics
la�tion of sprinkler systems and The owner is responsible f0l" I172/I1- Frame Brass
components. lmproper handling and taining their fire protec[ion system and Button. Copper
installation can permanently damage Sealing Assembly . Beryllium
a',sprinkler system or its components devices in proper operating CO/7CIl- Nickel w/TEFLON
a,nd cause the sprinkler to fail to tion. Contact the installing contracior Bulb(3 mm) . Glass
operate in a fire situation or cause if or sprink/er manufacturer with Compression Screw . . Bronze
8I]y C]UBSfIOnS. Deflector. . . . . . . Bronze
to operate prematurely. Eection Spring. . Stainless Steel
Page i of 6 FE�RIJA�tY 2014 TFP400
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TFP400
Page 2 of 6
7/16"(11,1 mm) 1�2„ ESCUTCHEON
Components: NOMINAL NPT PLATE SEATING 2-7/8"DIA.
1 - Frame MAKE-IN SURFACE (73,0 mm)
2 - Button �
3 - Sealing Assembly 1 i �
4 - Bulb �
5 - Compression 2 ; . �
Screw , 2-1/4"
6 - Deflector* g � � � (57,2 mm)
4 1-5/8"
(41,3 mm) WRENCH STYLE 20
FLATS RECESSED
*Temperature 5 ESCUTCHEON
rating is * „
indicated on 6
�
Deflector.
CROSS SECTION PENDENT RECESSED PENDENT y
FIGURE 1
RAPID RESPONSE SERIES LFII RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234J
2-7/8"DIA.
(73,0 mm) 1/2" 12,7 mm
7/16t1/8" � )
(11,1t3,2 mm) 2_1�4�� ��A 1/4"(6,4 mm) / WRENCH RECESS
FACE OF (57,2 mm) � (END"A" USED
SPRINKLER MOUNTING FOR TY2234)
FITTING PLATE
FIGURE 3
W-TYPE 6
I � SPRINKLER WRENCH
� �
MOUNTING WRENCH
SURFACE 1/8" RECESS
(3,2 mm)
�
CLOSURE TY2234 1-3/8"(34,9 mm)
1-1/8"(28,6 mm)
F/GURE 2
STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE �
RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER
(TY2234) PUSH WRENCH
IN TO ENSURE
�n e�•�t��n Residential Sprinkler Design Guide ENGAGEMENT �
I" When conditions exist that are WITH SPRINKLER
The glass bulb contains a fluid that outside the scope of the provided WRENCHING AREA
expands when exposed to heat.When criteria, refer to the Residential FIGURE 4
the rated temperature is reached, the Sprinkler Design Guide TFP490 for W-TYPE 7 RECESSED "
fluid expands sufficiently to shatter the the manufacturer's recommendations SPRINKLER WRENCH
glass bulb, allowing the sprinkler to that may be acceptable to the local
activate and flow water. authority having jurisdiction. Ceiling Types
System T es Smooth flat horizontal, or beamed, or
YP sloped, in accordance with the 2013
��$/g/'� Per the UL Listing, wet pipe and dry Edition of NFPA 13D, 13R, or 13 as
. pipe systems may be utilized. Per the applicable.
Cj"/�'e/'/a C-UL Listing, only wet pipe systems
may be utilized. Hydraulic Design
The TYCO RAPID RESPONSE Refer to Technical Data Sheet TFP485 (NFPA 13D and 13R)
Series LFII Residential Pendent for the use of residential sprinklers in For systems designed to NFPA
and Recessed Pendent Sprinklers residential dr i e s stems. 13D or NFPA 13R, the minimum
(TY2234) are UL and C-UL Listed for Y p p y
installation in accordance with this required sprinkler flow rates are
section.
i ' TFP400
' Page 3 of 6
�
given in Tables A and B as a func- ` Step C. Tighten the sprinkler into the
tion I of temperature rating and the �n�tallat�on sprinkler fitting using only the W-Type 7
maximum allowable coverage areas. The TYCO RAPID RESPONSE Recessed Sprinkler Wrench (Figure 4).
The sprinkler flow rate is the minimum Series LFII Residential Pendent With reference to Figure 1, apply the
required discharge from each of the W-T e 7 Recessed S rinkler Wrench
tota�number of"design sprinklers" as and Recessed Pendent Sprinklers to the s rinkler wrenchf lats.
specified in NFPA 13D or NFPA 13R. (TY2234) must be installed in accor- p
Thel number of "design sprinklers" dance with this section: Step D. After the ceiling has been
specified in NFPA 13D and 13R for wet installed or the finish coat has been
pipe systems is to be applied when General Instructions applied, slide on the Style 20 Closure
designing dry pipe systems. Do not install any bulb type sprin- over the Series LFII Residential
, kler if the bulb is cracked or there is a Sprinkler and push the Closure over the
Hydraulic Design loss of liquid from the bulb. With the Mounting Plate until its flange comes in
(NFPA 13) sprinkler held horizontally, a small air contact with the ceiling.
For'systems designed to NFPA 13, bubble should be present.The diam-
, the number of design sprinklers is eter of the air bubble is approximately
to be the four most hydraulically 1/16 inch (1,6 mm).
demanding sprinklers.The minimum A leak-tight 1/2 inch NPT sprinkler
required discharge from each of the joint should be obtained by applying
6 four sprinklers is to be the greater of a minimum-to-maximum tor ue of 7
the following: q
to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher
• Tlhe flow rates given in Tables A levels of torque can distort the sprin-
or B as a function of temperature kler Inlet with consequent leakage or
rating and the maximum allowable impairment of the sprinkler.
coverage area. Do not attempt to compensate
• �minimum discharge of 0.1 gpm/ft2 for insufficient adjustment in an
' o��er the °design area" comprised Escutcheon Plate by under- or over-
� of the four most hydraulically tightening the sprinkler. Re-adjust the
demanding sprinklers for actual position of the sprinkler fitting to suit.
coverage areas protected by the
four sprinklers. Series LFII Residential Pendent
� Sprinklers
The number of "design sprinklers" The Series LFII Residential Pendent
specified in NFPA 13 for wet pipe Sprinklers must be installed in accor-
systems is to be applied when dance with the following instructions.
de�gning dry pipe systems.
Step 1. Install pendent sprinklers in
Dry Pipe System Water Delivery the pendent position with the deflector
When using the Series LFII Residential parallel to the ceiling.
Sprinklers(TY2234) in dry pipe sprin- Step 2. With pipe thread sealant
kler, systems, the time for water applied to the pipe threads, hand-
delivery must not exceed 15 seconds tighten the sprinkler into the sprinkler
for� the most remote operating fitting.
sprinkler.
Step 3. Tighten the sprinkler into
Obstruction to Water Distribution the sprinkler fitting using only the
Sp�inklers are to be located in accor- W-Type 6 Sprinkler Wrench (Figure
dance with the obstruction rules 3). With reference to Figure 1, apply
of NFPA 13D, 13R, and 13 as appli- the W-Type 6 Sprinkler Wrench to the
cable for residential sprinklers as wrench flats.
� well as with the obstruction criteria Series LFII Residential Recessed
described within the Technical Data pendent Sprinklers
Sheet TFP490. The Series LFII Residential Recessed
� Operational Sensitivity Pendent Sprinklers must be installed
Sprinklers are to be installed with a in accordance with the following
deflector-to-ceiling distance of 1-1/4 to instructions.
4 inches. Step A. Install recessed pendent
sprinklers in the pendent position with
Sprinkler Spacing the deflector parallel to the ceiling.
The minimum spacing between sprin- Step B. After installing the Style 20
kleCs is 8 feet (2,4 m). The maximum Mounting Plate over the sprinkler
spacing between sprinklers cannot threads and with pipe thread sealant
exceed the length of the coverage a lied to the
area(Table A or B)being hydraulically PP pipe threads, hand-
calculated(e.g., maximum 12 feet for a tighten the sprinkler into the sprinkler
12 ft.x 12 ft. coverage area, or 20 feet fittmg.
for�a 20 ft.x 20 ft. coverage area).
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TFP400
Page 4 of 6
WET PIPE SYSTEM
Minimum Flow and Residual Pressure�b,c)
Max. ordinary Temp.Rating Intermediate Temp.Rating
Coverage
Area(a) 155°F(68°C) 175°F(79°C) Minimum
Deflector to Installation Spacing
Ft.x Ft. Flow Pressure Flow Pressure Ceiling Type Ft.
(m x m) GPM PSI GPM PSI �m�
(L/min) (bar) (L/min) (bar)
12 x 12 13 7.0 13 7.0 Smooth
(3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings
14 x 14 13 7.0 13 �.p 1-1/4 to
(4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) 4 inches Recessed
Beamed using Style 20
16 x 16 13 7.0 13 �•� Ceilings per Escutcheon or 8
(4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D non-recessed (2,4) �
18 x 18 17 12.0 17 12,p or 13R Per NFPA 13D,
1-1/4 to 1-3/4 13R,or 13
(5,5 x 5,5) (64,3) (0,83j (64,3) (0,83) inches below
20 x 20 20 16.7 20 16.7 bottom of �
(6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) beam.
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage
area for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using
the nominal K-factor.Refer to Hydraulic Design under the Design Criteria section.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in
this table must be used.
TABLE A
WET PIPE SYSTEM
SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234)
NFPA i3D, 13R,AND 13 HYDRAULIC DES/GN CRITERIA
DRY PIPE SYSTEM �
Maximum Minimum Flow and Residual Pressure�b��1
Coverage Ordinary Temp.Rating Intermediate Temp.Rating
Area�a� 155°F(68°C) 175°F(79°C) Minimum
Ft.x Ft. Deflector to Installation Spacing
(m x m) Flow Pressure Flow Pressure Ceiling Type Ft.
GPM PSI GPM PSI (m)
(L/min) (bar) (L/min) (bar)
12 x 12 13 7.0 13 7.0 Smooth
(3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings
14 x'14 14 g.2 �q $2 1-1/4 to
4 3 x 4 3 53 0 0 57 53 0 0 57 4 inches Recessed
� � � ) � � ) � � ) � � ) � , )
Beamed using Style 20
16 x 16 15 9 4 �5 9•4 Ceilings per Escutcheon or 8
(4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) NFPA 13D non-recessed (2,4) '
18 x 18 18 13.5 18 13.5
or 13R Per NFPA 13D,
(5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 13R,or 13 �
inches below �
20 x 20 21 18.4 21 18.4 bottom of
(6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam.
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage �
area for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM(LPM)from each sprinklec The associated residual pressures are calculated using
the nominal K-factor.Refer to Hydraulic Design under the Design Criteria section.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area of the flow in accordance with the criteria in
this table must be used.
TABLE B
DRY PIPE SYSTEM
SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS(TY2234J
NFPA 13D, 13R,AND 13 HYDRAUL/C DESIGN CRITERIA
�
� TFP400
� Page5of6
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��f•�, �nd Automatic sprinkler systems are
recommended to be inspected,
Maintenance tested, and maintained by a qualified
Inspection Service in accordance with
The�TYCO RAPID RESPONSE Series local requirements and/or national
LFII Residential Pendent and Recessed codes.
Pendent Sprinklers (TY2234) must be � �
maintained and serviced in accordance ��mlteN
with this section:
Before closing a fire protection system Warranty
main control valve for maintenance
work on the fire protection system that For warranty terms and conditions,
it controls, permission to shut down visit www.tyco-fire.com.
the affected fire protection system
, must be obtained from the proper Orderin
authorities and notify all personnel �
who may be affected by this action. P�•OCedu�„e
� Abs'ence of the outer piece of an
escutcheon, which is used to cover Contact your local distributor for
a clearance hole, can delay sprinkler availability. When placing an order,
operation in a fire situation. indicate the full product name and Part
The owner must assure that the
Number(P/N).
spri�nklers are not used for hanging Sprinkler Assembly
any�objects and that the sprinklers Specify:Series LFII (TY2234), K=4.9,
are only cleaned by means of gently Residential Pendent Sprinkler,
dusting with a feather duster; other- (specify)temperature rating, (specify)
wise, non-operation in the event of finish, P/N (specify):
a fire or inadvertent operation may iss°F(68°c�
Y2SU�t. Natural Brass .. P/N 51-201-1-155
Sprinklers WhICh are found to be Pure White(RAL 9010)' .. P/N 51-201-3-155
leaking or exhibiting visible signs of Signal White(RAL 9003) ...P/N 51-201-4-155
� Chrome Plated . .P/N 51-201-9-155
cor losion must be replaced. '
175°F(79°C)
Automatic sprinklers must never be Natural Brass . . P/N 51-201-1-175
painted, plated, coated, or Otfl@Y- Pure White(RAL 9010)` . . P/N 51-201-3-175
wise altered after leaving the factory. s�gnai wnite�Ra,�soos� .PiN si-2oi-a-1�5
Modified sprinklers must be replaced. cnrome Piaced. . Pirv si-2oi-s-i�s
Sprinklers that have been exposed to "Eastern Hemisphere sales only
corr;osive products of combustion, but Recessed Escutcheon
have not operated, should be replaced Specify: Style 20 Recessed
if th�ey cannot be completely cleaned Escutcheon with (specify')finish, P/N
by wiping the sprinkler with a cloth or �specify`)
by tirushing it with a soft bristle brush.
Care must be exercised to avoid �Refer to Technical Data Sheet TFP770
damage to the sprinklers - before, Sprinkler Wrench
during, and after installation. Specify: W Type 6 Sprinkler Wrench,
Sprinklers damaged by dropping, P/N 56-000-6-387
. striking,wrench twist/slippage, or the Specify: W-Type 7 Sprinkler Wrench,
like, must be replaced.Also, replace p�N 56-850-4-001
any'sprinkler that has a cracked bulb
or that has lost liquid from its bulb.
` (Ref. Installation Section.)
The owner is responsible for the
inspection, testing, and mainte-
nance of their fire protection system
and devices in compliance with this
document, as well as with the appli-
catile standards of the National Fire
Protection Association (e.g., NFPA
25)�in addition to the standards of any
authorities having jurisdiction. Contact
thei installing contractor or sprinkler
manufacturer regarding any questions.
�
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TFP400 �
Page 6 of 6
►
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GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+'I-215-362-0700
Copyright O 2014 Tyco Fire Products,LP. All rights reserved. �°��
TEFLON is trademark of The DuPont Corporation. F�re Prorecrion Products
i
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Worldwide WW,N,tyco-fire.com
Contacts
R�I P/D RESPONSE Series LFI/ Resic�ential �ppinklers
4J2 K-factor Horizontal Side�nrall
Ill�et Pipe and Dry Pipe Systems
�;eneral Escutcheon reduces the accuracy to
which the pipe nipples to the sprinklers �''
^ ��SC�„�n��0� must be cut. �i ,,----"'�``-- ,
I r The Series LFII Residential Sprinklers ; ,..� � '���-�, �
The TYCO RAPID RESPONSE Series ' `.�i .��=� _ :
have been designed with heat sensitivity - ,:t. :-�`;:a:; r<,��. ��
: LFII Residential Horizontal Sidewall �`;,���-L ��; R�= .
Sprinklers (TY1334) are decorative, and water distribution characteristics �-. �,,.,._ � .[
proven to help in the control of residen- r`; .�--: �' y�-; .'`;:'
�- ��` -.
fast response,frangible bulb sprinklers tial fires and to improve the chance for �� �-�`��'��'�� �
des,igned for use in residential occupan- occupants to escape or be evacuated. ~ t �''=-- �"���.' '}
cies such as homes,apartments,dormi- )}_;;,�€ -
tories,and hotels.When aesthetics and Dry Pipe System Application '� �����
optimized flow characteristics are the The Series LFII Residential Horizontal '��-��1=�;���f�
major consideration, the Series LFII and Recessed Horizontal Sidewall � • =y' -
�,- --K
Residential Sidewall Sprinklers(TY1334) =�-�.::—,-�
sho'uld be the first choice. Sprinklers offers a laboratory approved �_
option for designing dry pipe residen-
The Series LFII Residential Sprinklers tial sprinkler systems, whereas, most
arel intended for use in the following residential sprinklers are laboratory �/�rinkler
scenarios: approved for wet systems only. /"
• wet and dry pipe residential sprinkler Through extensive testing, it has been Identification
systems for one- and two-family determined that the number of design
dwellings and mobile homes per NFPA sprinklers (hydraulic design area) for N u m b e r (S 1 1 V�
1�3D the Series LFII Residential Horizontal TY1334
� Sidewall Sprinklers (TY1334) need not
• wet and dry pipe residential sprinkler be increased over the number of design
systems for residential occupancies
� sprinklers (hydraulic design area) as
up to and including four stories in specified for wet pipe sprinkler systems,
lieight per NFPA 13R as is accustomed for density/ area
• wet and dry pipe sprinkler systems sprinkler systems designed per NFPA
for the residential portions of any 13.
occupancy per NFPA 13 Consequently,the Series LFII Residential
The recessed version of the Series Sprinklers offer the features of non-water
LFII Residential Sprinklers is intended filled pipe in addition to not having to
for; use in areas with finished walls. increase the number of design sprin-
It �employs a two-piece Style 20 klers(hydraulic design area)for systems
_ Recessed Escutcheon.The Recessed designed to NFPA 13, 13D, or 13R.
Escutcheon provides 1/4 inch (6,4 mm) Non-water filled pipe will permit options
of recessed adjustment or up to 1/2 inch for areas sensitive to freezing.
(12,7 mm)of total adjustment from the
r flush mounting surface position. The �
adjustment provided by the Recessed The Series LFII Residential Horizontal
i Sidewall Sprinklers described herein
must be installed and maintained in
IMPORTANT compliance with this document and the ��
A�ways refer to Technical Data applicable standards of the National Fire
S�eet TFP700 for the `7NSTALLER Protection Association,in addition to the
WARN/NG" that provides cautions standards of any authorities having juris-
v�ith respect to handling and insta!- diction. Failure to do so may impair the
� performance of these devices.
lation of sprinkler systems and
components. Improper handling and The owner is responsible for maintaining
installation can permanently damage a their fire protection system and devices
sprinklersystem orifs components and in proper operating condition. The
cause the sprinkler to fail to operate in installing contractor or sprinkler manu-
a�fire situation or cause it to operate facturer should be contacted with any
prematurely. questions.
�
P Ige 1 of 6 APRIL 2013 RE1P A TFP410
�
I i
TFP410
Page 2 of 6
Components: 5 3 2 1
1 - Frame WRENCH
2 - Button Assembly �� � ` � FLATS
3 - Sealing Assembly �
4 - Bulb �
5 - Compression Screw .�
�, .
6 - Deflector* TOP-OF- g* q 7/16"(11,1 mm)
DEFLECTOR —�I � NOMINAL 2-7/8" DIA.
*Temperature rating MAKE-IN (73,0 mm)
is indicated on top � a
of Deflector.
CENTERLINE
7/16" OF WATERWAY
(11,1 mm) � �/2"NPT RE ESSED
1-5/8" _ � I ESCUTCHEON r
END-OF- ~(41,3 mm)'� � ESCUTCHEON I
DEFLECTOR 2-1/4" PLATE SEATING
BOSS (57,2 mm) SURFACE .
FIGURE 1
RAPID RESPONSE SERIES LFl1 RESIDENTIAL
HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334)
7/16t1/8"
�(11,1±3,2 mm)
MOUNTING FACE OF / WRENCH RECESS
SURFACE SPRINKLER � (END"A" USED
FITTING FOR TY1334)
TOP-OF- CLOSURE
DEFLECTOR F/GURE 3
, \ TY1334 W-TYPE 6
±� 2-7/8" DIA. SPRINKLER WRENCH
(73,0 mm)
� 2-1/4" DIA. WRENCH
� (57,2 mm) RECESS
7/16" �
(11,1 mm)
MOUNTING �
PLATE
END-OF-
DEFLECTOR 1/8" "�
BOSS (3,2 mm)
PUSH WRENCH
1-3/8"(34,9 mm) 1/2"(12,7 mm) IN TO ENSURE �
1-1/8"(28,6 mm) 1/4"(6,4 mm) ENGAGEMENT
WITH SPRINKLER
FIGURE 2 WRENCHING AREA
L
STYLE 20 RECESSED ESCUTCHEON FIGURE 4
FOR USE WITH THE RAPID RESPONSE SER/ES LFII RESIDENTIAL W-TYPE 7 RECESSED
HOR/ZONTAL SIDEWALL SPRINKLER(TY1334) SPRINKLER WRENCH
TFP410
' Page 3 of 6
I -
r�ChnOCal System Types Operational Sensitivity
Per the UL Listing, wet pipe and dry The sprinklers are to be installed with an
� ,1�, pipe systems may be utilized. Per the end-of-deflector-boss to wall distance
�`a C-UL Listing, only wet pipe systems of 1-1/4 to 6 inches.
Applrovals may be utilized. In addition the top-of-deflector-to-
UL Listed for use with wet pipe and dry Refer to Technical Data Sheet TFP485 ceiling distance is to be within the range
pipe systems about the use of Residential Sprinklers (Tables A and B) being hydraulically
� in residential dry pipe systems. calculated.
NSF,Certified to NSF/ANSI 61
C-UL Listed for use only with wet pipe Ceiling Types Sprinkler Spa png g p
syst�ems Smooth flat horizontal, or beamed, or The minimum s acin between s rin-
sloped, in accordance with the 2013 klers is 8 feet (2,4 m). The maximum
NYC Approved under MEA 44-03-E Edition of NFPA 13D, 13R, or 13 as spacing between sprinklers cannot
For details on these approvals, refer to applicable. exceed the width of the coverage area
- the Design Criteria section. (Tables A and B) being hydraulically
Hydraulic Design calculated(e.g., maximum 12 feet for a
Maximum Working Pressure (NFPA 13D and 13R) 12 ft.x 12 ft. coverage area, or 16 feet
175�psi (y2,1 bar) For systems designed to NFPA 13D for a 16 ft.x 20 ft. coverage area.).
; i or NFPA 13R, the minimum required
Discharge Coefficient sprinkler flow rates are given in Tables
K-4.2 GPM/ si�i2 60,5 LPM/bar1�2 A and B as a function of temperature
- p � � rating and the maximum allowable
� coverage areas.The sprinkler flow rate
Temperature Rating is the minimum required discharge
155°F(68°C)or 175°F(79°C) from each of the total number of
"design sprinklers" as specified in
Finishes NFPA 13D or NFPA 13R.The number of
Sig�al or Pure White "design sprinklers"specified in NFPA
Chrome Plated 13D and 13R for wet pipe systems is
Natural Brass to be applied when designing dry pipe
Physical Characteristics systems.
FramIe . . . . . . . . . . . . . . . . . . . Brass Hydraulic Design
Button . . . . . . . . . . . . . . . . . . .Copper
Seiling Assembly . . . . . . . . Beryllium �NFPA 13)
Nickel w/TEFLON For systems designed to NFPA 13,
the number of design sprinklers is
Bulb(3 mm). . . . . . . . . . . . . . . . Glass to be the four most hydraulically
Compression Screw . . . . . . . . Bronze demanding sprinklers. The minimum
Def�ector . . . . . . . . . . . . . . . . .Copper required discharge from each of the
�� . four sprinklers is to be the greater of
�eCaf/O/'� the following:
The glass bulb contains a fluid that • The flow rates given in Tables A and
expands when exposed to heat.When B as a function of temperature rat-
thelrated temperature is reached,the ing and the maximum allowable
fluid expands sufficiently to shatter the coverage area
glass bulb, allowing the sprinkler to • A minimum discharge of 0.1 gpm/ft2
actilvate and flow water. over the"design area" comprised of
the four most hydraulically demand-
Des� n ing sprinklers for actual coverage ar-
- , � eas protected by the four sprinklers
Criteria The number of "design sprinklers"
The TYCO RAPID RESPONSE specified in NFPA 13 for wet pipe
'� Ser,ies LFII Residential Horizontal systems is to be applied when
designing dry pipe systems.
and Recessed Horizontal Sidewall
Sprinklers (TY1334)are UL and C-UL Dry Pipe System Water Delivery
Listed for installation in accordance When using the Series LFII Residential
with the following criteria. Horizontal Sidewall Sprinklers(TY1334)
Iin dry pipe sprinkler systems,the time
Residential Sprinkler Design Guide for water delivery must not exceed 15
Wh�en conditions exist that are outside seconds for the most remote operating
thelscope of the provided criteria,refer sprinkler.
to ithe Residential Sprinkler Design
Guide TFP490 for the manufactur- Obstruction to Water Distribution
er's recommendations that may be Sprinklers are to be located in accor-
acceptable to the local authority having dance with the obstruction rules of
jurisdiction. NFPA 13D, 13R, and 13 as applicable
for residential sprinklers as well as
I with the obstruction criteria described
within the TYCO Technical Data Sheet �
TFP490.
i �
TFP410
Page4of6
WET PIPE SYSTEM
Max.Coverage
Max. Minimum Flow and Residual Pressure�b,c)
Area(a) Spacing Ordinary Temp.Rating Intermediate Temp.Rating
Width x Length(d) Ft. 155°F(68°C) 175°F(79°C) Minimum
Ft.x Ft. �m� Flow Pressure Flow Pressure Deflector to Installation Spacing
Ceiling Type Ft.
(m x m) GPM PSI GPM PSI
(L/min) (bar) (L/min) (bar) �m�
12 x 12 12 12 8.2 12 8.2
(3,7 x 3,7) (3,7) (45,4) (0,57) (45,4) (0,57)
14 x 14 14 14 11 1 16 14.5
(4,3 x 4,3) (4,3) (53,0) (0,77) (60,6) (1,00)
16 x 16 16 16 14.5 16 14.5 4 to
(4,9 x 4,9) (4,9) (60,6) (1,00) (60,6) (1,00) 6 inches �
16 x 18 16 19 20.5 19 20.5
(4,9 x 5,5) (4,9) (71,9) (1,41) (71,9) (1,41) Recessed
16 x 20 16 23 30.0 23 30.0 using Style 20
(4,9 x 6,1) (4,9) (87,1) (2,07) (87,1) (2,07) Escutcheon or 8 �
12 x 12 12 13 9.6 13 9.6 non-recessed (2,4)
(3,7 x 3,7) (3,7) (49,2) (0,66) (49,2) (0,66) per NFPA 13D,
13R,or 13
14 x 14 14 17 16.4 18 18.4
(4,3 x 4,3) (4,3) (64,3) (1,13) (68,1) (1,27)
16 x 16 16 18 18.4 18 18.4 6 to
(4,9 x 4,9) (4,9) (68,1) (1,27) (68,1) (1,27) 12 inches
16x18 16 21 25.0 21 250
(4,9 x 5,5) (4,9) (79,5) (1,72) (79,5) (1,72)
76 x 20 16 26 38.3. 26 38.3
(4,9 x 6,1) (4,9) (98,4) (2,64) (98,4) (2,64)
(a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which
hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-
factoc Refer to Hydraulic Design under the Design Criteria section.
(c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be
used.
(d) The Width x Length dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of sprinkler).
' TABLE A
WET PIPE SYSTEM
SER/ES LFII RESIDENTIAL HORIZONTAL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334J
NFPA i3D, 13R,AND i3 HYDRAULIC DESIGN CRITERIA
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I TFP410
I Page 5 of 6
i
IDRY PIPE SYSTEM
iax.Coverage Max. Minimum Flow and Residual Pressure�b,c)
Area�a) Spacing Ordinary Temp.Rating Intermediate Temp.Rating
Width x Length(d) Ft. 155°F(68°C) 175°F(79°C) Minimum
Ft.x Ft. �m� Flow Pressure Flow Pressure Deflector to Installation Spacing
Ceiling Type Ft.
(m x m) GPM PSI GPM PSI
(L/min) (bar) (L/min) (bar) �m�
� 12 x 12 12 12 8.2 12 8.2
; (3,7 x 3,7) (3,7) (45,4) (0,57) (45,4) (0,57)
� 14 x 14 14 16 14.5 16 14.5
! (4,3 x 4,3) (4,3) (60,6) (1,00) (60,6) (1,00)
� 16x16 16 16 14.5 16 14.5 4to
. i (4,9 x 4,9) (4,9) (60,6) (1,00) (6q6) (7,00) 6 inches
', 16 x 18 16 19 20.5 N/A N/A
j (4,9 x 5,5) (4,9) (71,9) (1,41)
� 16 x 20 16 23 30.0 Recessed
� ! (4,9 x 6,1) (4,9) (87,1) (2,07� N/A N/A using Style 20
I12 x 12 12 13 9.6 13 9.6 nonUreces ed (2 4)
(3,7 x 3,7) (3,7) (49,2) (0,66) (49,2) (0,66) per NFPA 13D,
14x14 14 18 18.4 18 18.4 13R,or13
(4,3 x 4,3) (4,3) (68,1) (1;27) (68,1) (1,27)
16x16 16 18 18.4 21 25.0 6to
(4.9 x 4,9) (4,9) (68,1) (1.27) (79,5) (1,72) 12 inches
16 x 18 16 21 25.0 21 25.0
(4,9 x 5,5) (4,9) (79,5) (1,72) (79,5) (1,72)
16 x 20 16 N/A N/A N/A N/A
(4,9 x 6,1) (4,9)
(a For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which
hydraulic design criteria are stated.
(b Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-
factor.Refer to Hydraulic Design under the Design Criteria section.
(clFor NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be
used.
(d) The Width x Length dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of sprinkler).
I TABLE B
DRY PIPE SYSTEM
i ERIES LFII RESIDENTIAL HORIZONTAL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY1334)
NFPA 13D, i3R,AND 13 HYDRAULIC DESIGN CRITERIA
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TFP410
Page6of6
Installation Step B. After installing the Style 20 damaged by dropping,striking,wrench
Mounting Plate over the sprinkler twist/slippage, or the like, must be
The TYCO RAPID RESPONSE threads and with pipe-thread sealant replaced. Also, replace any sprinkler
Series LFII Residential Horizontal applied to the pipe threads, hand- that has a cracked bulb or that has lost
and Recessed Horizontal Sidewall tighten the sprinkler into the sprinkler liquid from its bulb. (Ref. Installation
Sprinklers (TY1334) must be installed fitting. Section.)
in accordance with this section. Step C. Tighten the sprinkler into the The owner is responsible for the
sprinkler fitting using only the W-Type inspection,testing,and maintenance of
General Instructions 7 Recessed Sprinkler Wrench (Figure their fire protection system and devices
Do not install any bulb type sprinkler if 4).With reference to Figure 1, apply the in compliance with this document, as
the bulb is cracked or there is a loss of N/_Type 7 Recessed Sprinkler Wrench well as with the applicable standards of
liquid from the bulb.With the sprinkler to the sprinkler wrench flats. the National Fire Protection Association
held horizontally, a small air bubble e . NFPA 25, in addition to the
should be present.The diameter of the Step D. After the ceiling has been � �g° �
installed or the finish coat has been standards of any authorities having
(ir bub j le is approximately 1/16 inch y jurisdiction. Contact the installing =
1,6 mm. applied, slide on the St le 20 Closure contractor or sprinkler manufacturer
A leak-ti ht 1/2 inch NPT s rinkler over the Series LFII Residential re ardin an
g p Sprinkler and push the Closure over the g 9 Y questions.
joint should be obtained by applying a Mounting Plate until its flange comes in Automatic sprinkler systems are recom-
minimum to maximum torque of 7 to 14 contact with the wall. mended to be inspected, tested, and �
ft. Ibs. (9,5 to 19,0 Nm). Higher levels maintained by a qualified Inspection
of torque can distort the sprinkler Inlet Service in accordance with local
with consequent leakage or impairment �are and requirements and/or national codes.
of the sprinkler.
Do not attempt 1to compensate Maintenance ��dering
for insufficient ad'ustment in an The TYCO RAPID RESPONSE
Escutcheon Plate by under- or over- Series LFII Residential Horizontal P�"0�:�'��/Ce
tightening the Sprinkler. Re-adjust the and Recessed Horizontal Sidewall
position of the sprinkler fitting to suit. Sprinklers(TY1334)must be maintained Contact your local distributor for
Series LFII Residential Horizontal and serviced in accordance with this availability. When placing an order,
section. indicate the full product name and Part
Sidewall Sprinklers Number(P/N).
The Series LFII Residential Horizontal Before closing a fire protection system
Sidewall Sprinklers must be installed main control valve for maintenance Sprinkler Assembly
in accordance with the following work on the fire protection system Specify: Series LFII (TY1334), K=4.2,
instructions. that it controls, obtain permission to Residential Horizontal Sidewall
shut down the affected fire protection Sprinkler, (specify)temperature rating,
Step 1. Install horizontal sidewall sprin- systems from the proper authorities (specify)finish, P/N (specify).
klers in the horizontal position with their and notify all personnel who may be 155°F�ss°c�
centerline of waterway perpendicular to aff2Ct@d by tI11S BCtlOf1. Natural Brass .P/N 51-211-1-155
the backwall and parallel to the ceiling. Pure wnice�R,a�soio)' P/N 51-211-3-155
The word "TOP"on the Deflector is to Absence of the outer piece of an Signal White(RAL9003) P/N 51-211-4-155
face towards the ceiling with the front escutcheon, which is used to cover Chrome Plated P/N 51-211-9-155
edge of the Deflector parallel to the a clearance hole, can delay sprinkler 175°F��s°c�
ceiling. operation in a fire situation. rvacurai erass P/N 51-211-1-175
Step 2. With pipe-thread sealant The owner must assure that the sprin- Pure wn�te�Ra�soio�' P/N 51-211-3-175
a lied to the klers are not used for han in an Signal White(RAL9003) P/N 51-211-4-175
pp pipe threads, hand 9� 9 Y Chrome Plated . P/N 51-211-9-175
tighten the sprinkler into the sprinkler objects and that the sprinklers are only
fitting. cleaned by means of gently dusting `Eastern Hemisphere sales only
with a feather duster; otherwise, non-
Step 3. Tighten the sprinkler into the operation in the event of a fire or inad- Recessed Escutcheon �
sprinkler fitting using only the W Type vertent operation may result. Specify: Style 20 Recessed
6 Sprinkler Wrench (Figure 3). With Escutcheon with (specify*)finish, P/N
reference to Figure 1,apply the W-Type Sprinklers which are found to be �specify*). '�
6 Sprinkler Wrench to the wrench flats. leaking or exhibiting visible signs of
corrosion must be replaced. 'Refer to Technical Data Sheet TFP770.
Series LFII Residential Recessed Automatic sprinklers must never be Sprinkler Wrench
Horizontal Sidewall Sprinklers painted, plated, coated, or otherwise Specify W-Type 6 Sprinkler Wrench,
The Series LFII Residential Recessed altered after leaving the factory. P/N 56-000-6-387.
Horizontal Sidewall Sprinklers must Modified sprinklers must be replaced.
be installed in accordance with the Sprinklers that have been exposed to Specify W-Type 7 Sprinkler Wrench,
followin instructions. P/N 56-850-4-001.
9 � corrosive products of combustion, but
Step A. Install recessed hori- have not operated,should be replaced
zontal sidewall sprinklers in the hori- if they cannot be completely cleaned
zontal position with their centerline by wiping the sprinkler with a cloth or
of waterway perpendicular to the by brushing it with a soft bristle brush.
backwall and parallel to the ceiling.The Care must be exercised to avoid
word "TOP"on the Deflector is to face damage to the sprinklers - before,
towards the ceiling. during, and after installation.Sprinklers
GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700
Copyright O 2013 Tyco Fire Products,LP. All rights reserved. ����
TEFLON is trademark of The DuPont Corporation.
I #1�'`ai ��G�tl 'A �ESa�C �W V�L'm
I � �*
� ` "�F �..--�..;x y;—�.-----; �4 UTOIVIATIC: $Pl4/IVFCL�R$
�-a..�--� � � »fr.
����
��—``�u' `��� � �A`�``� GL SER/ES
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=� ����
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��``�`� �;: DRY TYPE
� � � l�� }� � �° HOR/ZONTAL SIDEWALL
RECESSED HORIZONTAL SIDEWALL
DESCR/PTION AND OPERATION
The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler (�;
is designed for use in special applications such as freezing environments and '
con�ditions where sediment or foreign materials might accumulate in ordinary ��� f � �, ,s;� `�-:==-•�
� �° ��t� �
. horizontal pipe nipples. � (��� :��,..• .
�
�_��a�.,,t11 � �r
The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler ---�--------�-; �,
utilizes a 3mm frangible glass ampule as the thermosensitive element. This ii ;'
- providessprinkleroperationapproximatelysixtimesfasterthanordinarysprinklers. ''
At the ampule's rated temperature, the sprinkler opens releasing the bulb seat,
causing the inner tube assembly to move, allowing the spring assembly to pivot QUICK RESPONSE
alongside the inner tube. At this time, water flows through the sprinkler and is DRY NON-ADJUSTABLE
i HORIZONTAL SIDEWALL
distributed by the deflector, in an approved discharge pattern. It can be installed
wherever standard spray sprinklers are specified but offers the additional feature
of greatly increased safety to life. Quick Response Sprinklers should be used �
advisedly and under the direction of approving authorities having jurisdiction. �� ��1�,
The heart of Globe's GL Series sprinkler proven actuating assembly is a , ��' -� - --
� � �' .�.
c._ 1� ;€� t �� --� ,
herimetically sealed frangible glass ampule that contains a precisely measured � }����� �� '�
amount of fluid. When heat is absorbed, the li uid within the bulb ex ands ��•.�,.� � ' �� � � "'�
q P � � r � .,��
inc�easing the internal pressure. At the prescribed temperature the internal `���� ;
pre�ssure within the ampule exceeds the strength of the glass causing the glass to �'
shatter. This results in water discharge which is distributed in an approved pattern. '�
I QUICf{ �ESPOf�SE
DRY SLEEVE � SKIRT
T�'CHNICAL D�4TA HORIZONTAL SIDEWALL
o See reverse side for Approvals and Specifications.
o Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), ;�'r�
200°F (93°C), 286°F (141°C). � �,:.._,
a Water Working Pressure Rating - 175 psi (12 Bars). . �_?'��'�� ' ` _=�'',_�� ���—'
_ �;�#.��_.
o Facto tested h drostaticall to 500 si 34 Bars . ����� _ ��'
� rY Y Y p � ) ��.����r��,��� `�-��
o Maximum low temp er ature gl as s b ul b ra ting is -67°F (-55°C).
. � Frame - bronze o Deflector- brass o Screw- brass ��✓;,�
o Bulb seat- brass � Spring - teflon coated nickel alloy c�UiC�c RESPOivSE
Q Retainer- brass � Pin - stainless steel � Torsion spring - stainless steel DRY RECESSED
� Q Bulb - glass with alcohol based solution, 3mm a Orifice insert- brass HORIZONTAL SIDEWALL
Q 3/4" NPT or 1" NPT o Outer tube - galvanized steel pipe
o I'nner tube - stainless steel
� SPR/NKLER TEMPERATURE RATING/CLASSIFICATION and COLOR COD/NG �
CLASSIFICATION AVAILABLE SPRINKLER gUL6 COLOR N.F.P.A. MAXIMUM
I TEMPERATURES CEILING TEMPERATURE
� ORDINARY 135°F/155°F 57°C/68°C ORANGE/RED 100°F 38°C
INTERMEDIATE 175°F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C
HIGH 286°F 141°C BLUE 225°F 107°C
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 � FAX 989-846-9231 I
JULY 2010 A-58 BULLETIN GL5641, REV. #14
a� �v����5�����
AUTOIIlIA1"IC SPRI111l�C�E14S
GL $ERI�S
DRy T��E
SPECIFICATIONS
NOMINAL "K' FACTOR THREAD SIZE LENGTH FINISHES
cULus Factory Bronze
5 6 (80 metric) 3/4" or 1" NPT Variable to
48„ Satin Chrome�
Bright Chrome
FM 1�/hite Polyester
8.1 (116 metric) 1" NPT Variable to glack Polyester
36"
Lead CoatedZ �
NOTE. Metric Conversions are approximate. �Finishes available on special order
cULus listed corrosion resistant: Polyester must be specified on order �Lead Coated is UL approved only
APPROVALS '
STYLE SIN CODE K FACTOR THREAD SIZF 135°F 155°F 175°F 200°F 286°F *FM cULus
57°C 68°C 79°C 93°C 141°C
HORIZONTAL GL5641 5 6a 1" NPT X X X X X X X
SIDEWALL GL5642 5.6a 3/4" NPT X X X X X - X
GL8141 8.1b 1" NPT X X X X X - X
RECESSED GL5641 5.6a 1" NPT X X X X X X X
HORIZONTAL GL5642 5.6a 3/4" NPT X X X X X - X
SIDEWALL GL8141 8.1b 1" NPT X X X X X - X
NOTE:aListed for light hazard only with deflector from 4"-12"below the ceiling.
°Listed for light and ordinary hazard with deflector from 4"-12"below the ceiling. I MPOR�/'�ilY T/I tl STALLATIO/Y DATA
'Recessed Horizontal Sidewall-FM Approved 155°F and 200°F only
'Horizontai Sidewall-FM Approved 155°F,200°F,and 286°F only Globe GL Series Dry Horizontal Sidewall sprinklers should
be installed in accordance with the requirements set forth in
CROSS SECT/ONS NFPA 13. These sprinklers are to be installed using a pipe
wrench applied to the outertube. When this is not possible,the
• _�ia""��'���`-1 proper sprinkler head wrench may be used with extreme care
""'�"�"°.� �
�,�E� forlengthsuptoapproximately18".Excessiveforcemaydistort
���„_- j Fl�=��= j E p, the frame thus destroying the unit.
j / rv�= When installed in a wet system extending into a freezing
�����.-tiG L � 4------4L� _ L"``� areaseechartonDryCautionSheetforminimumexposed
I ��'" „a•� barrel length to prevent ice plugs. Please refer to our Dry
r------��`� ' oa }------��I I -
�_',i:
- -' Caution sheet for further important installation data.
/ ����,�,x % j ��,�.k� „
' �``�� �RDERIiV G I NF06�MAT/ON
l�n�� E,�.,�, ;,_5�� l �-_� i
.mi�6�fAw ib5 ON L_i J/�'�.u. tv9�i6��CW�ii35 Oi� I i�/��vix
J • SPECIFY
EXTENDED RECESSED •Quantity � Model Number � Style
HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL �Orifice = Temperature •Finishes desired '
o Quantity-Wrenches-P/N 333010
'';''"M��'�;a°` -'';'"'';'�^" •Quantity-Recessed Wrenches-P/N 337014
z �. —� � �,•�,. ,�P,-�
�"rz°` �Quantity-Protective Caps-P/N 327109-CAP(Friction Fit
�.�,�� % : �
i: Ek`,rwE�x,��. �'��` !.: �,�E pF
�, .,„,�,a� � Recessed) a Escutcheons desired
;��'�'.aF �o���.�
, .----fll �: �,��.�
�------� � � ' � ��� � �'A"Dimension-Distance from face of fitting to the finished
+----' � L� ""�-� � � ,-'�� s.o� ceiling regardless of escutcheon used.
-4 r----•
� ; ; � __,
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---,--� ,,�z���w. :� �,��.�a.��r:.,;
� % N"`� ��u` � �""° GLOBE°PRODUCT WARF.'�4lVTY
��m � �,�s� . ��,��.E
µ„�s°'4���z,s oA � .�,�s.«�';���sy ov G�_�,,,�,x .
Globe agrees to repair or replace any of its own manufactured
NON-ADJUSTABLE SLEEVE&SKIRT products found to be defective in material or workmanship for a
HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL period of one year from date of shipment.
For specific details of our warranty please refer to Price List
Terms and Conditions of Sale(Our Price List).
�"> -
� ,.-.��� I,fm�a . .._
� m� ` ,!'-,` `� _-,.�
�`��� �'' 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658
�9�c Sf��i�IwL��?����1��'�:�.��I'd 989-846-4583 FAX 989-846-9231
1-800-248-0278 www.globesprinkler.com
JULY2010 PRINTEDU.S.A. BULLETIN GL5641, REV #14
i
�
Bulletin 016�e�.H
Model DH56 HSW W
� 4 Model DH56 HSW Recessed �.
� �
Modef DH56 HSW Concealed �
Quick Response, �
�
Extended Coverage Dry Sprinklers =
For coverages up to 28 feet wide and �I
10 feet long�'�. 250 psi (17,2 bar) rated. ����. _ �
Features: ��Y�:��� ` �
1 Coverage for long and narrow spaces such as hallways, �'� ` ���
� ���� �`� �
corridors, decks and rooms u p to 28 feet wide and 10 t �_;� � 4;����
"{sx�-,.w,
feet long,�'> ���.�, -�
' 2. Deflector to ceiling dimensions are•
4"(102mm)min.to 12" (305mm)max. DH56 HSW(See Fig 4)
y 3. Minimum spacing between sprinklers 16 feet(4.9m).�'�
4. Polyester Coated or Electroless Nickel PTFE (Teflon°)* �:�'�� �'�,
Plated Corrosion Resistant Sprinklers. € ,., �,
#-:<
�Concealed Sprinkler is not corrosion resistance. `4�-��`
5. UL Listed for extended coverage, light hazard applications. ` f����
6. 5.6 K Factor. .�����;. r-,
,��� ,z ..�.�„
y tf � .*,;� �.
7. Sprinkler is approved for t-;;.�__ r� �
250 psi(17,2 bar)applications. ���`
8. Quick response performance.
9. �z" (13mm)adjustment of escutcheon and cover. DH56 HSW/HB(See Fig 5)
10 Concealed cover plate can prevent the sprinkler from being ,�
�sed for unintended purposes. No exposed thermal element " �=�
with the concealed version. ��
�.,..y ;:
11.Push-0n/thread-0ff sturdy convenient escutcheon for recessed - ;.����`-�` .
and cover for concealed. ',`a �
>� :i�' F
12.Factory assembled sprinkler&cup,shipped complete with {. V�� +T=��E��,
bulb protector for concealed and FP recessed versions, ��
kt����.
13.Sprinkler & cup assembly and escutcheon or cover are
14 iseparately packaged. DH56 HSW FP Recessed(See Fg.6)
Available in a variety of plated and painted finishes
�'�5ee Fig. 9. ��t� ..
����—
Approval Organizations `=� :�a --}.��j�
1. ,Listed by Underwriters Laboratories Inc. and �.=�r
_ �UL certified for Canada(cULus) `,�
2. �NYC MEA 258-93-E '
I ��-
Patents
� US;Patent No. 7,841,418 DH56 HSW Concealed
Otlier Patents Pending with SWC coverplate(See Fg. 7)
The SWC cover plate and FP recessed escutcheons have
Products Description '/z" adjustment. The SWC cover plate is attached with 135
The Model DH56 are quick response extended cover- & 165 degree solder. In the event of a fire the rising ambient
age sidewall dry sprinklers for use in light hazard applica- temperature melts the solder and the cover plate is ejected
tions. The Model DH56 dry sprinkler with SWC cover plate away by springs exposing the 3mm frangible glass bulb.
is a concealed sprinkler that uses Reliable's push on/thread The use of a 3mm bulb allows quick response which enables
off sidewall cover This sprinkler has the cup factory mounted the sprinkler to apply water to a fire sooner than standard
and is shipped with a bulb protector that protects the 3mm response sprinklers of the same temperature rating.
frangible glass bulb during shipping and post installation fin- Model DH56 dry sprinklers are intended for use in dry
ishing operations. The DH56 can be combined in the field and preaction systems to protect areas subjected to freez-
with the FP Escutcheon to make a recessed dry sprinkler. ing temperatures and unheated portions inside and outside
� buildings. See Fig. 1 for guidelines on using dry sprinklers in
"DuPont Registered Trademark Wet Systems.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
I
Environments wherein dry sprinklers are employed can DH56 HSW Recessed with FP Escutcheon
be corrosive. For this reason, Model DH56 dry sprinklers To install the DH56 HSW dry sprinkler with the FP Escutch-
have a special wax fillet placed in the gap between the eon as a recessed sprinkler cut a 25/s" diameter hole in the
cup that supports the bulb and the wrenching boss. This wall as shown in Fig, 6. Temporarily remove the plastic pro-
wax will not interfere with the operation of the sprinkler, and tective cap, and then use the Model XL02 wrench' (see I
it prevents contaminants from entering the internal portion Fig. 2)to tighten the sprinkler until it is secured in the sprin-
of the drop nipple. The wax must not be removed. kler fitting Note: The Model XL02 wrench has a notch in it
to accommodate the deflector top. This wrench can only
AppIlC�tl011 be inserted one way. Care must be taken not to damage
The Model DH56 is a horizontal sidewall dry sprinkler the deflector during tightening. Apply a Teflon* based seal-
intended for installation in light hazard occupancies in ac- ant to the sprinkler threads before installing in the sprinkler. �
cordance with NFPA 13. These sprinklers are designed to It is recommended that the sprinkler be protected during
provide fire protection in long and narrow spaces such as plastering and painting operations by reinstalling the plastic
hallways, corridors, decks and rooms up to 28 feet (8,5m) protective cap. Installation is completed by removing the _
wide and 10 feet(3m)long. They are rated for 250 psi (17,2 protective cap and inserting the push-on escutcheon.Turn _
bar) and can be mounted between 4 and 12 inches (102 clockwise to adjust the escutcheon against the wall.
and 305mm) down from the ceiling.
DH56 HSW Concealed with SWC Cover Plate
General Installation Instructions To install the DH56 HSW dry sprinkler with the SWC cover-
Model DH56 dry sprinklers must be installed only in stan- plate as a concealed sprinkler, cut a 2'/s" diameter hole into
dard (ANSI B 16.3 class 150 and ANSI B 16,4 class 125) the wall as shown in Fig 7. Temporarily remove the plastic
pipe tees in the horizontal position,even at branch line ends. protective cap, and then use the Model XL02 wrench' (see �
They should not be installed into elbows or pipe couplings Fig 2)to tighten the sprinkler until it is secured in the sprin-
located on drop nipples to the sprinklers. For these and kler fitting. Note: The Model XL02 wrench has a notch in it
other fittings including CPVC, the dry sprinkler should be to accommodate the deflector top. This wrench can only
installed into a fitting to allow protrusion into the fitting in ac- be inserted one way. Care must be taken not to damage
cordance with the diagrams. The "A" dimension of the dry the deflector during tightening. Apply a Teflon* based seal-
sprinkler, which extends into a freezing zone from wet pipe ant to the sprinkler threads before installing in the sprinkler.
systems, should be selected to provide, as a minimum, the It is recommended that the sprinkler be protected during
specified lengths in inches shown in Fig. 1. plastering and painting operations by reinstalling the plastic
Caution: protective cap. Installation is completed by removing the
Do not install Model DH56 HSW Dry sprinklers into CPVC protective cap and inserting the coverplate. Coverplate as-
adapter fittings or tees that have an internal obstruction. semblies provide '/z" (13mm) of adjustment. Final adjust-
This will damage the sprinkler and/or the fitting. Refer to ment is made by turning the coverplate clockwise until the
Fig. 8 skirt flange makes full contact with the wall surface Cover
DH56 HSW removal requires turning in the counter-clockwise direction
Concealed coverplate assemblies are listed only for use
To install the DH56 HSW dry sprinkler cut a 2'/s" diameter With specific sprinklers.The use of any other concealed wall
hole in the wall as shown in Fig.4. Use the Model F3 instal- sprinkler or the use of the SWC coverplate on any sprinkler
lation wrench (see Fig 3) on the square boss to tighten the With which it is not specifically listed will void all guarantees,
sprinkler until it is secured in the sprinkler fitting'. Apply a Warranties, listings and approvals.
Teflon*based sealant to the sprinkler threads before install- Note: DH56 and DH56 Recessed Sprinklers have orange
I ing in the sprinkler Installation is completed by removing bulb protectors to minimize bulb damage during shipping, �
the orange glass bulb-protector and assembling the slip-on handling, and installation REMOVE THIS PROTECTION AT
escutcheon to the sprinkler's can THE TIME THE SPRINKLEFi SYSTEM IS PLACED IN SER-
VICE FOR FIRE PROTECTION. Removal of the protectors k
DH56 HSW/HB � before this time may leave the bulb vulnerable to damage.
To install the DH56 HSW/HB dry sprinkler cut a 2/z" di- �ASCO wrenches are designed to install sprinklers when
ameter hole in the wall as shown in Fig. 5. Use the Model covers are in place. REMOVE PROTECTORS BY UNDO-
F3 installation wrench (see Fig 3) on the square boss to ING THE CLASP BY HAND. DO NOT USE TOOLS TO RE-
tighten the sprinkler until it is secured in the sprinkler fitting'. MOVE THE PROTECTORS.
Apply a Teflon" based sealant to the sprinkler threads be-
Ifore installing in the sprinkler. Installation is completed by
removing the orange glass bulb-protector and assembling
the slip-on escutcheon to the sprinkler's can.
' Installation Wrenches:
Throughout this technical bulletin,Reliable has specified specific installation wrenches for use on each version of our sprinklers.A pipe wrench may also
be used to install a dry sprinkler provided that it only interfaces with the steel outer tube of the assembly(Item#8 on fig 10). Keep in mind that a�pe
wrench will incoroorate a lar�e amount of torqye into the final assembly This torque will have to be matched or exceeded u�on the sprinkler's removal at
a later date.
`DuPont Registered Trademark
2.
RECOMMENDED MINIMUM EXPOSED BARREL LENGTH BASED ON AMBIENT TEMPERATURE IN THE PROTECTED AREA
(STANDARD DH56 HSW DRY SPRINKLER SHOWN)
owosEo eu�
N�IFItT NIBIFM TFJ�QtANRE
TEIIPERANRE
OF PRd1ECfm �W'F 4C SO'F 1PC BOF 1SC
ARFA�AT THE EXPOSID 1alUMUW BMitEL LENCIFip
D6CFIARCE FND
OF 7HE SPRMKLER (FICE OF TEE TO TOP OF CEILING)
IN. M. IN. 4
�0'F(4C) 0 0 0
SOF(-t'C) 0 0 0
20'F(-TC) 4(101) 0 0
ivF(-�rc) e(sos) i (zs.�) o �"�
DIMEl6ID!
oF(-ie�c) is(sos) a hs) o �� �H�
-10'F(-2SC) 14(358) 4(701) 7 (25.1) �TM
-20'F(-2YC) 14(3S6) 6(162) 3(7S) ����
-avF(-asc) te(�oe) a(� a(�oi�
-+oF(-+ac) �a(u� e(20� 4(iot)
_ -svF(-�ac) so(sas) �o(as~) a(iaz) a+ear�n a�
-evF(-src) so(:sae) io(as4) e(��) �
... ............
•Itr+e aRo�crm u�r�Fxs ro n��eaow n�co�wc. 3,
T}fE AYBIEM TEIlPQU7URE IS 7HE 1F31PQtANRE AT TFE DISC4IARCE - ----_---_—_— ---' --
� FND OF THE SPPoNq.FR. �N'
FOR PROfECIED ARf11 TE7IPERANR6 THAT OCCUR BETWEQ�1HE VNL6
i.USE 1HE lEXT COOLER TE]1PERANRE
�!iFE YIN.RFAUIRFD BNtRE1 LEHCIH IS NOT THE SNIE AS THE'A DINENSON.
NOIE:D�OSm MIlllWM BARREL lFNf7IHS ME IlM1115ME UP 70 3011PH PI�PE
YAI�\�ELOCli16 BI i}iE PROIECR�D AF�A O'ROiECTED AREA)
NS7ALL 7 Ilkxi NPf 7}QiEIOm , �
EHD OF IXZ'f PE?aFM SPPoNIQER
IMU 7HE 1 INCH NPf SmE OURET
PFR bl B�S(�C1A4�100�o VALI.
OR CASf IRON 7HRFJIDm TFE FrtTNG
PER ANSI 7&4(ClASS 173)OILY.
ItW1U7ED FR�i
OR COOIER SIRUCfURE
�ru�m wm ror�r+�nrr�n��mrtrr� oR ocmiaR twwmo
cnu�s cumo+s�rroi m+n�owosEn mr
�RII�FR.CUISIDER VRAPPING THE D(POSm
BARREL VIiH IHSULATmN.FOIW IISILATIIIG
TAPE Qi ECUNALENT.
SEAL TF�CI.EMANCE SPACE
AR�UtD TF�SPRIIU(LER 7I1 AV�
I.EAK{WE�AIR LfTD TFE PROTECTm
AREA AND LQUEGI.E]�fi FQiNAI'IIN ff
C@�ENSATE ARIIUND T}f FRAI£.VFRCH
COULD INQBIT�ERATIW Qt CAUSE
PI2FlIATIl2E�ERATIIlL SEE BELD1/F'Qi
RECDUEI�m ME�F�S
RECOMMENDED DRY SPRINKLER SEAL ARRANrFMFN'rs
(STANDARD DH56 HSW DRY SPRINKLER SHOWN)
�mm�u�
owns�n a.FN+�wcE �m+iM
-snKKaa., � �
�TM aaRa�
cs�naavo �
cs�nsovo
PtSIDE FACE ���
IN WLD AREA F� DRf SPPoNIO.Q2
IN COID M61
� QIEATED AREIU
61EATED AFtEN
. I
"� -- —_-- _ - - -------- --
�
.J /
/
VET P ��J
IFE
VET P
IPE
�QTECTED AREN
DF]CKITfE FLtiSF11Nfi
R/SCO/4003910 INSUU7fD FR�,
(REC011YENOED) OR COOLER SIRUCNRE
OR EXIERpR FTtNAING
016RiD1A
I
Fig. 1
�
!
� 3 I�
I
Technical Data: Maintenance
K Factor Temperature Sprink�er Model DH56 Quick Fiesponse Dry Sprinklers should be in-
Thread Rating Maximum �dentification spected and the sprinkler system maintained in accordance
size SW� Ambient Number with NFPA 25. Do not remove the factory applied thermally
US Metric Sprinkler Cover Temperature �g�N� sensitive wax fillet between the bulb supporting cup and the
155°F 135°F ioo°F wrenching boss. Do not replace this wax with a substitute
(ss°c) (5�°c) (3a°c) substance. An alternate substance may interfere with proper
175°F 165°F 75o°F operation of the sprinkler. Do not clean sprinklers with soap
5.6 80 1" ��goC) (74°C) (66°C) RA1664 and water, ammonia or any other cleaning fluids. Remove
2oo°F 165°F 15o°F dust by using a soft brush or gentle vacuuming. Remove any
(ss°c) (�a°c) (66°c) sprinkler which has been painted(other than factory applied)
or damaged in any way. A stock of spare sprinklers should
be maintained to allow quick replacement of damaged or
Covera e Area operated sprinklers. Prior to installation, sprinklers should be
Maximum Coverage Flow Rate Pressure maintained in their original cartons and packaging until used
Area Width x Length 9pm(Umin) psi(bar) to minimize the potential for damage to sprinklers that would
ftxft mxm
28 x 8(8,5 x 2,4 23 87,1) 16.9(1,2 cause improper operation or non-operation,
28 x 10(8,5 x 3) 28(106 25�1,�) Model DH56 Quick Response
Approval Type: Extended Coverage Horizontal
• Quick Response, Extended Coverage. Sidewall Dry Sprinkler Specification
• Approved for installation in accordance with NFPA 13 Sprinklers shall be a [quick response —cULus Listed] ex-
for light hazard occupancies. tended coverage horizontal sidewall sprinkler for light hazard
occupancies. Sprinklers to be of bronze frame construction
Step 1 with a special deflector capable of providing a discharge over
� _ _�,F,�_._ � .. ._- a coverage area of 28 ft. (8,5m) wide, and 10 ft. (3m) long
�=' � � = �= "�`�� �.;�; _��-� horizontal throw.Water seal assembly shall consist of a Teflon*
t-d—z F.. m s C,' , 4` 1i,.,
''"��="-�—��%,r--� ����''j"" coated Belleville spring washer Installation shall permit sprin-
�=�"`"""�- ��m kler deflectors to be positioned 4" (102mm) to 12° (305mm)
below the ceiling. Sprinklers shall have a nominal K-factor
Step 2 of 5 6 (80), and 1" NPT thread. Sprinkler temperature rating
__ :{t?�- �.�:��=:� shall be [155°F(68° C)] and [200°F(93°C)] Rated working
-_ � - t r�_ �;->=--==�. _:�
Y � � -� 5��;. q.� ;:..�
HI - � -., ,. � _., �__ ;`"� pressure shall be 250 psi (17.2 bar). Standard finish. [white]
----��:-- - _�-�_._; �"t.����,.—._�---��-'�-'
�.--� �.� -�--.---. [chrome][bronze][Special finish— specify]. Quick response
� � extended coverage horizontal sidewall dry sprinklers shall be
Reliable Model DH56, SIN RA1664(Bulletin 016).
Step 3 For recessed EC horizontal sidewall sprinklers: Replace
"horizontal sidewall"with"recessed horizontal sidewall." Add.
`� - = --`'�j(=� -�- ,--� (1) Recessed escutcheon assembly shall be a two-piece es-
�.�jx " ` , �;:.. �-y .
w-=4� - ; ���;�;,��- � �'_, cutcheon of push-on and thread off design with '/z" (13mm)
�----==y �.���; adjustment.Standard finish shall be chrome,white and brass.
�— Quick response recessed horizontal sidewall sprinklers shall
Fig.2-XL02Wrench be Fieliable Model DH56, SIN FiA1664(Bulletin 016).
For concealed EC horizontal sidewall sprinklers� Replace
�:Y;��, "horizontal sidewall" with "concealed horizontal sidewall." ;
'`�==� Add: Cover plate assembly shall consist of a brass cover
�a:�;°; I
= `�.=A�-� plate and copper alloy retainer flange Method of attaching
_ , the cover plate to the sprinkler cup shall be a push-on and
' thread-off design allowing a'/z" (13mm) cover plate adjust-
;=a`=f; ment. Cover plate temperature rating shall be 135°F (57°C)
�� for 155°F (68�C) dry sprinkler and 165°F (74°C) for 200°F
,,��p (93°C) dry sprinkler. A bulb protector shall be provided and
�"'� facto installed inside the s rinkler cu to rotect the lass
��-,i" ry P P P J
���„ bulb from damage, which could occur during construction
'I �3'I before the cover plate is installed.Standard cover plate finish. �
r� ;�•
.a��` [white] [Custom Color— specify]. Quick response extended
Fig.3-F3 Wrench coverage concealed horizontal sidewall dry sprinklers shall
*DuPont Registered Trademark be Reliable Model DH56, SIN RA1664(Bulletin 016).
4.
� DH56 HSW DRY SPRINKLER
1 1/2" [38.10mm]
Total Adjustment _______g_______�
� i r Ceilin �'
� � � - �-----------------��
�,_J G�_J
1 7�4" [31 75mm] 4" [101 60mm] Min.
Escutcheon Adjustment� 12" [30h.80mm] Max.
'� - Ir- 1�4" [6.35mm]
S stem Tee � ' Escutcheon Adjustment
y f�
1" NPT �
I i ii`� i ii� 1 1 S/1 6'�
��_ --+ u � -+ p ��+ [53 18mm]
��__1-� H i ii
i
'..: �� � u i �u - -
i ru� � `� i i� i u -- _
�n-�{- n -- , -- 3" Dio
�
�`���`\�%ii i " - - [76.20mm]
�' '�__,_J II I
_ '`-j-' _ r_ �
2 1/8" Dia.� I a �'�
[53.98mm] ' z I
Hole in Wall �'"�`" _1�4'� [6.35mm]
, Sprinkler Can Protrusion
"A" Dimension — �
Adjustment Nominal Position
Range - 1/4" [-6.35mm] of Escutcheon
asFco•�n + 1 1/4 [+31 75mm]
Al/,4/LABLE 'A" DIM. lS 2" TO 48" (S�MM TO �219MM) lN 1/4" (6MM) INCREMENTS
Note: The Sprinkler Can protrudes �in"when escutcheon is in nominal position. Escutcheon adjustment provides
- �i4��3(-6mm) to +1�i4�� (+32mm) "A" dimension adjustment range.
Fig. 4
DH56 HSW DRY SPRINKLER
1" [25 4mm] —�
Total Adjustment
-------------------------r
Ceiling �'
1/2" [12Jmm] � ---------------'7-
Escutcheon Adjustment � _-- 4" [101 GOmm] Min.
�'^ 12" [304.80mm] Max.
1�2" [12Jmm] -
Escutcheon Adjustment r 1 15/16"
System Tee I o� [53.18mm]
' s '
1" NPT i
�-�.. _.r�� __ _ 1
• �iii'� � \_
�: — ..—...... �—
��«_�_ �� � 13/64" � ,
-'-nr �� I -------- --- --- - - [SS.SSmm] �88.9r m]
�����
`�"��:<� -_ _ Dia.
1_ Escutcheon Dia.
� �--t� 1
��-� �-
z ,,2�� o�a. j — —
[63.Smm] ' 0 1-1/4" [31 75mm] Nominal
Hole in Wall
l.- Protrusion
Sprinkler Can
—"A" Dimension- Esculcheon
oisFcose Adjustment Nominal Position
Range + 1/2" [+12.7mm] of Escutcheon
- 1/2" [-12.7mm]
A�AILABL E 'A" DlM /S 2" TO 48" (5 J MM TO 1219MM) lN l/4" (6MM) INCREMENTS
Note: The Sprinkler Can protrudes 1'/n" when escutcheon is in nominal position. Escutcheon adjustment pro-
vid�es - 'h" (-12.7mm) to +'/2" (+12.7mm) "A" dimension adjustment range.
Fig. 5
5
DH56 HSW RECESSED DRY SPRINKLER
Ceiling
Escutcheon I > >�2
[38.1 mm]
4" [101 6mm]Min
- System Tee �U� 5 12" [304 8mm]Max.'k
1" NPT
- _. � 3 7/32" D�a
' _ [81 8mm]
2 5/8" Dia _.._ �
[66 68mm] _ .
Hole in Wall � Nominol Position
of Escutcheon
2 9/32" Dia.
[57 94mm] — 1�4" Dia.
Escutcheon Adjustment
"A" Dimension — 1�2" Dia [12 7mm]
Adjustment Range Escutcheon Adjustment
016FG06A t 1�4"
[±6 35mm] —► — �/4" Dia
Escutcheon Adjustment
A l/AILABLE 'A" DIM. lS 3- �/2" TO 48" (89MM TO 12�9MM) lN 1/4" (6MM� INCREMENTS
Note: Do not install the Model DH56 Dry EC Horizontal Recessed Sidewall Sprinkler in walls which have positive
pressure in their side space.
Fig 6
DH56 HSW CONCEALED DRY SPRINKLER
Hole in Wall
I�I i I �itn9
I I � I I �VSH ON COVER.iNEN
NRN f0 ApJU$1 lINi1L
— Syalem Iee PGH�ACNNSi WPLL. I
�-I==� �
� _I a'�` a'fa 12'
$�3 (I01.6 l0 S09.B)
�i'NP!
I� I �r'AP1
_ + ' �����
�� I ....�........— t
� _ _ _ __ _ _ }—— — J 5/I6'
2 9/J2" (Ba.liJ V
II I5>.9iJ - (`
I� — _ _ plp, _ �
— -J
��—— FECONN£NOCO I
WALL IIOLE ���f I
�T 2 3/B'(66.6tlJ
I� � �� ON4fEiER �3� I 9/i6'� I
I I '� I I �--� (J9.6oJ
SJl6'(4.)6mmJ
� —I.I — A'Oimensfon ` Coverpinla Adjusfinenf
„� Mjwmanl Ronye
♦1/?"—0'
(s11.)mm—Omm] Nnnlnul FovNon
oI Coverpla(e
� 3/ib"(a.l6mrnf _
� OI6FC07B OINENS/OA5 IN B21CKE(5 AFF W MlLlIMERFS(NMJ Caverplvte AN'ustmvnl
I/2'[I2.%J
' AOJUS�.IENI'
A l//ILABLE 'A" DIM. lS ,3- 1/2" TO 48" (89MM TO 12�9MM) lN 1/4" (6MM) INCREMENTS
' Fig. 7
6,
*CAUTION*
DO NOT INSTALL MODEL F3, MODEL F3QR OR MODEL DH56 HSW DRY SPRINKLERS INTO
CPVC ADAPTER FITTINGS OR TEES THAT HAVE AN INTERNAL OBSTRUCTION. THIS WILL
J DAMAGE THE SPRINKLER AND/OR THE FITTING.
CPVC ADAPTER FITTINGS AND TEES WITH INTERNAL OBSTRUCTIONS ARE ALSO COMMONLY
FOUND DURING THE RETROFITTING PROCESS OF RELIABLE'S OLDER MODEL G3 DRY
SPRINKLERS.
INTERNAL NO
OBSTRUCTION INTERNAL
OBSTRUCTION
- I
�
i
i
FEMALE � FEMALE �
PIPE PIPE .
THREAD THREAD
INCORRECT CORRECT
CPVC ADAPTER CPVC ADAPTER
FITTING OR TEE FITTING OR TEE
�' I 1
SHORTER LONGER
INLET - -�-- - INLET - - � -
� �
MALE ' MALE �
PI�PE ' PIPE
THREAD THREAD
�
I MODEL F3-PL.
'' MODEL F3QR-PL OR STANDARD
MODEL DH56 HSW-PL MODEL F3.
DRY SPRINKLER MODEL F3QR OR
MODEL DH56 HSW
DRY SPRINKLER
BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR
APPLICATION
� 016fgO8A
� Fig.8
7
� �
I � '
Ordering Information � Installation Wrench' �
Specify• Model XL02 Sprinkler Wrench (Recessed & Concealed)
1, Sprinkler Type (select one): Model F3 Sprinkler Wrench
(a)Model DH56 Dry EC HSW Note: A leak tight 1" NPT sprinkler joint can be obtained
(b)Model DH56 Dry EC HSW/HB with a torque of 20-30 ft-Ibs (27.1 - 40.7 N-m). Do not
(c)Model DH56 Dry Recessed EC HSW/FP tighten sprinklers over maximum recommended torque.
(d)Model DH56 Dry Concealed EC HSW It may cause leakage or impairment of the sprinklers.
2. Sprinkler Temperature Rating. ESCutCheOn Data:
3. Sprinkler Finish. , ,
4. Cover Plate/Escutcheon Finish FP cup/escutcheon assembly- /�' (13mm) adjustment
5. Length. "A" Dimension (face of tee to face of ceiling or Finishes �'�
wall) in '/4" (6mm) increments.
Standard Finishes�'>
Notes: S rinkler Escutcheon Cover Plate
1 The "A" dimension is based on a nominally gauged pipe White or Black Polyester�2j Brass�3�
thread "make-up" of 0.600" (15mm) per ANSI B2.1 [7'/z Chrome White White "
threads approximately] Bronze Chrome
2. All platings and paintings are decorative and intended for
interior use. S ecial A lication Finishes
Sprinkler HSW/HSW HB '
UL Listing Category Escutcheons
Sprinklers, Automatic and Open. Elec[roless Nickel PTFE Teflon�)'�'-� Electroless Nickel PTFE Teflon�)`
QUICk R2S OnSe S rinklers. �'� Other colors and finishes are available. Consult factory for details.
p p �2J cULus listed Corrosion Resistant
�3J Not available for HB escutcheons.
Note:Paint or any other coatings applied over the factory finish will void
all approvals and warranties.
�
\� 16' (4 9m� Min�mum Spoc�nq
28' �8.5m� Maxrmum Spaang
�
�
�
�� MODEL DH56 DRY SF'RINKLER
` I \
� �
� �� WALL
� �
� �
�� �
� r= 0� // �
,'�/ '� 4" (IOOmm] min From Ce�ling
�'� � 17_" �305mm] max From Ceiling
�/ / �j J
�
�/ /
28' �8.5m] �� / �
/
� 10' �rym]
�
016FG09A
Fig.9
' Installation Wrenches: �
Throughout this technical bulletin,Reliable has specified specific installation wrenches for use on each version of our sprinklers.A pipe wrench may also
be used to install a dry sprinkler provided that it only interferes with the steel outer tube of the assembly(item#8 on fig 16),Keep in mind that a pipe wrench
will incorporate a large amount of torque into the final assembly.This torque will have to be matched or exceeded upon the sprinkler removal at a later date.
'DuPont Registered Trademark
8.
� '
MATERIAL SPECIFICATIONS �'
�4
12 13
ITEM# DESCRIPTION MATERIAL SPECIFICATION ,
1 FRAME BRASS PER UNS C83600
2 DEFLECTOR BRONZE PER UNS C51000
�o �� 3 LOAD SCREW BRASS PER UNS C22000
4 SEAT ADAPTOR BRASS ALLOY PER UNS C36000
5 BULB INSERT COPPER ALLOY PER UNS C331400
6 GLASS BULB GLASS W/GLYCERIN SOLUTION
7 ORIFICE ADAPTOR BRASS ALLOY PER UNS C36000
8 OUTER TUBE GALVANIZED STEEL
�
9 INNER TUBE BRASS ALLOY PER UNS C23000
10 YOKE BRASS ALLOY PER UNS C38000
11 INLET BRASS ALLOY PER UNS C35330
15 12 CAP BRASS ALLOY PER UNS C54400
13 SPRING WASHER/SEAL TEFLON COATED BERYLLIUM NICKEL
� 14 FLIP DISK BRASS ALLOY PER UNS C54400
9 15 CAN/ESCUTCHEON PAINTED OR PLATED MILD STEEL
----� (PIPE WRENCN MAY ONLY BE USED ON OU7ER S7EEL PIPE OF SPRlNKLER)
7
5 O 16fg 10
153f916
157(g 16
4
�
� 3
(j>___ APPEARANCE OF DEFLECTOR MAY �ARY DEPENDING ON MOD_FL
� — �� Z ..
Fg. 10
��
9.
Rel iable. . . For Com lete Protection
p
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
• Automatic sprinklers • Deluge valves
• Flush automatic sprinklers • Detector check valves
• Recessed automatic sprinklers • Check valves _
• Concealed automatic sprinklers • Electrical system
y
• Adjustable automatic sprinklers • Sprinkler emergency cabinets
• Dry automatic sprinklers • Sprinkler wrenches
• Intermediate level sprinklers • Sprinkler escutcheons and guards
• Open sprinklers • inspectors test connections
• Spray nozzles • Sight drains
• Alarm valves • Ball drips and drum drips
• Retarding chambers • Control valve seals
• Dry pipe valves • Air maintenance devices
• Accelerators for dry pipe valves • Air compressors
• Mechanical sprinkler alarms • Pressure gauges �
' • Electrical sprinkler alarm switches • Identification signs
�
• Water flow detectors • Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory
Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recyciea
_ O (800)431-1588 Sales Offices ' � Paper
��''��'� (800)848-6051 Sales FaX Revision lines indicate updated or new data.
(914)829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.02/15 P/N 9999970308
��.d=
�'� I s--..,��,.4,+_' ��'�.��� ��.;� .;;.----:,: ����� ����� �
� a � �� . ?..� }-
���� A UTOMATI C SPR/NKLEI�S
� -� � - � GL SERIES
�� �� �� �. ��� � � _ � � D�Y
DESCRIPTION AND OPERATION TYPE
The Globe Quick Response GL Series Dry Type Pendent
Sprinkler is designed for use in special applications such as
freezing environments and conditions where sediment or foreign
materials might accumulate in ordinary drop nipples.
The Globe Quick Response GL Series Dry Type Pendent
Sprinkler utilizes a 3mm frangible glass ampule as the
�'� �`
- thermosensitive element. This provides sprinkler operation ap- ���
proximatel six times faster than ordinar s rinklers. At the �:�, ���
� , y Y p .�...- �,���
ampule s rated temperature, the sprinkler opens releasing the ;'"'�
> bulb seat, causing the inner tube assembly to move, allowing the � _x j
spring assembly to pivot alongside the inner tube. At this time, t: ' � ¢ _ ��
waterflows through the sprinkler and is distributed by the deflector r�'--�,"���.�
in an approved discharge pattern. It can be installed wherever �- �'�'` � `��"`�
standard spray sprinklers are specified but offers the additional '� �
feature of greatly increased safety to life. Quick Response �j4 �
Sp�rinklers should be used advisedly and under the direction of � � '
approving authorities having jurisdiction. ��--� �h-�
�The heart of Globe's Model GL Series sprinkler proven actu- suRFACE SLEEVE
ating assembly is a hermetically sealed frangible glass ampule MOUNT 8�SKIRT
that contains a precisely measured amount offluid. When heat is
ab'sorbed, the liquid within the bulb expands increasing the
internal pressure. At the prescribed temperature the internal
pressure within the ampule exceeds the strength of the glass
causing the glass to shatter. This results in waterdischarge which ��
is tlistributed in an approved pattern. ��
���
TECHNICAL DATA #,�=�: �..
� See reverse side for Approvals and Specifications. ���' a �; �� ;
-�. , ;
� �' i
� �emperature Ratings - 135°F (57°C), 155°F (68°C), 175°F ��� � ' �� �,' ���
(79°C), 200°F (93°C), 286°F (141°C) �i:�_ -� � - ;
�...��r�. � i � ;
� Water Working Pressure Rating - 175 psi (12 Bars) ` _ .
� Factory tested hydrostatically to 500 psi (34 Bars) � �� '�
, ° Maximum low tem perature gl a s s b u l b r a t i n g i s -6 7°F (-5 5°C) -.f` �� r� ���6�^<�'�
� � o -_� _ ��
Frame - bronze Deflector - brass � Screw - brass
� Bulb seat - brass o Spring - teflon coated nickel alloy EXTENDED RECESSED
' o Retainer- brass � Pin - stainless steel �Torsion spring - stainless
steel o Bulb - g lass wi t h a lco ho l based solution, 3mm
� Orifice insert - brass � 3/4" NPT or 1" NPT
� Outer tube - galvanized steel pipe o Inner tube stainless steel
° �PR/NKLER TEMPERATURE RATING/CLASSIFICATION and COLOR COD/NG
ICLASSIFICATION AVAILABLE SPRINKLER gULB COLOR N.F.P.A. MAXIMUM
TEMPERATURES CEILING TEMPERATURE
� ORDINARY 135°F/155°F 57°C/68°C ORANGE/RED 100°F 38°C
� INTERMEDIATE 175°F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C
I HIGH 286°F 141°C BLUE 225°F 107°C
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 � FAX 989-846-9231
JULY 2010 A-55 BULLETIN GL5635, REV.#13
�
�
��� ��� � �
A UTOMATI C SPRIN�CLERS
GL SERIES
DRY TYPE SPECIFICAT/ONS
NOMINAL"K"FACTOR THREAD SIZE LENGTH FlNISHES
cULus Variable Factory Bronze
5.6 (80 metric) 3/4"or 1"NPT to 48" Satin Chrome'
Bright Chrome
White Polyester2
8.1 (116 metric) 1"NPT FM Variable glack Polyester'•Z
to 36"
Lead Coated'�3 -
NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER.
zcULus LISTED CORROSION RESISTANT
POLYESTER MUST BE SPECIFIED ON ORDER. .
APPROVALS 'LEAD COATED IS UL APPROVED ONLY
SME SIN MODEL KFACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F .� cULus �GDOB MEA
57°C 68°C 7g°C 93°C 141°C 101-92-E
GL5635 5.6 1"NPT X X X X X X X X
PENDINT GL5636 5.6 3/4"NPT X X X X X - X X
GL8135 8.1 1"NPT X X X X X - X X
GL5635 5.6 1"NPT X X X X X X X X
RECESSm
P�p�. GL5636 5.6 3/4"NPT X X X X X - X X
GL8135 8.1 1"NPT X X X X X - X X
NOTE: LISTED FOR ALL HAZARDS
'PENDENT STYLE-FM APPROVED 155°F,200°F,AND 286°F IMPORTANT INSTALLATION DATA
'RECESSED PENDENT STYLE-FM APPROVED 155°F AND 200°F
Globe GL Series Dry Pendent sprinklers should be installed
in accordance with the requirements set forth in NFPA 13.
CROSS SECTIONS These sprinklers are to be installed using a pipe wrench
applied to the outer tube. When this is not possible,the proper
..�a�a���,u�a�i;�- ;; "`"�"`�'�-� ------Y� sprinkler head wrench may be used with extreme care for
---------Y,
,e��„soa
�w9 BI6�CL�SS�t5 r �� �µ51 8�6.�GASS I±5 i� �i
�u<� �� `� F =� " '� lengths up to approximately 18" Excessive force may distort
��� �'� �� ����---�� the frame thus destroying the unit.
,•�, ow When installed in a wet system extending into a freezing
��.�'�,.,�� ��.«�x�
��.�w.��P� � �-� z ,_ � area see chart on Dry Caution Sheet for minimum exposed
� -�f�::���� �',�;=;;;:- _,,."�w.,��P: barrel length to prevent ice plugs. Please refer to our Dry
� ..... _._
�,i=�J — � � I—�o�w���;����
Caution sheet for further important installation data.
�� ORD�'RING 1 NFORMATION
no M� � �.-.w.
,,��a;-,;_� �=
�`L�CO Fire & Building
Products
Technical Services:Tel:(800)381-9312/Fax:(800)791-5500
Model 513 (13) Riser Manifold
1� 1/2 thru 6 I nch (DN40 thru DN 150)
. For NFPA 13 Sprinkler Systems
: General Technical -n-,�;
���.: ��
Descri ption Da ta �-= ���
The� Figure 513 (13) Riser Manifolds Approvals
described in this technical data sheet The Figure 513 (13) Riser Manifolds
provide the necessary waterflow with a cover tamper switch for the wa-
alarm, pressure gauge, alarm test ori- terflow alarm switch are UL Listed,
fice� drain, and sight glass equipment ULC Listed, and FM Approved. ` ��� •` .f
in ar single assembly for use in NFPA �q .
The Figure 513 (13) Riser Manifolds ��}
13 sprinkler systems as follows: � �-�t
� without a cover tamper switch for the �.� , 1�s��= �
NFPA 13* waterflow alarm switch are UL Listed �-� ��"
and FM Approved. ��
• 1I1/2 Inch (DN40) - _=_�"�
N�ale Thread x Female Thread Maximum Working Pressure
• 1�1/2 thru 6 Inch(DN40 thru DN150)
175 psi (12,1 bar) ��
Groove x Groove Test Orifice
I 5.6K(80K)
*Although the Riser Manifold described in Assembly nections and/or listed mechanical
thisldata sheet is intended for NFPA 13 The manifold bod ofthe Fi ure 513 is
sprinkler systems,it may be used for NFPA y 9 grooved ConneCtions, as applicable
13D� or 13R residential sprinkler systems, ductile iron, whereas the manifold Ste 2. Connect the drain line, and
where a test orifice of 5.6K(SOK)is accept- body of the Figure 13 is cast iron.The p
able. two assemblies are completely inter- then close the drain valve.
changeable in function, application, Step 3. Refer to Figure 3 for wiring
Th I variety of sizes and grooved end and end-to-end laying length. guidance. All wiring must be per-
connections allow cost effective and Finish formed in accordance with the Author-
easy transition to check valves,control Red painted. ity Having Jurisdiction and/or the Na-
valves, and system piping. The Riser tional Electrical Code.
Manifolds may be installed in eitherthe i- i- Step 4. Refer to Figure 4 for optional
hor'zontal(flow switch on top)or verti- I I1 S l.a I I a L IOI7 relief valve.
' cal�(flow going up) for both single
sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5. Place the system in service by
rises. in either the horizontal (flow switch on filling the system with water.When fill-
w � top) or vertical (flow going up). The ing the system, partially open the con-
WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill-
The Riser Manifolds described herein rectly connected to a shut-off control ing the system slowly will help avoid
must be installed and mainfained in valve. damaging fhe waterflow alarm switch.
compliance with this documenf, as
well as with fhe applicable standards NOTES After the system is fully pressurized,
of the National Fire Protection Asso- Where applicable pipe thread sealant completely open the control valve.
ciation, in addition to the standards of is fo be applied sparingly. Use of a Step 6. Secure all supply valves
any' other authorities having jurisdic- non-hardening pipe thread sealant is open.
tio►�. Failure to do so may impair fhe recommended.
pe�ormance of fhese devices. Never remove any piping componenf
The owner is responsible for maintain- nor correct or modify any piping defi-
ingl fheir fire protection system and de- ciencies wifhout first depressurizing
vices in proper operating condition. and draining the system.
The installing confractor or sprinkler Step 1. Install the manifold body with
manufacturer should be contacted the flow arrow pointing in the down-
with any questions. stream position using threaded con-
,
Page 1 of 6 APRIL, 2006 TFP962
i
�
Page 2 of 6 TFP962
NO. DESCRIPTION QTY. P/N
1 1-1/2"Manifold Body,
Male x Female NPT .. 1 N/A NOTES:
Groove x Groove . 1 N/A 1 Approximate weight,11.2 Ibs.(5,1 kg).
2 WaterflowAlarm Switch: 2. ULC Listed Manifolds are equipped with
VSR-SF with Paddle, Cover Tamper Switches installed internal
UL/FM .... 1 971-096-00 to the WatertlowAlarm Switches.
VSR-SF with Paddle and 3. CH:Common Hardware
Cover Tamper Switch,
ULC/FM.. ... 1 976-519-02
3 300 psi/2000 kPa
Water Pressure Gauge 1 2341
3 -
10"(254,0 mm) �P �
14-1/4" Male x Female NPT,
(362,0 mm) Groove x Groove
Manifolds �p
� �
m
11-1/8"(282,6 mm) Inspector's Test �
Male x Male NPT &Drain Valve � Drain Valve
(Normally set (Normall
Manifolds to"Drain") Closed)y
O �
� 2
3/4" ��� �.f— 5-3/16" 3-1/2"
(19,1 mm) NPT (131,8 mm) (88,9 mm)
6-1/8„
(155,6 mm)
12-5/8"
(320,7 mm)
FIGURE 1
1-1/2 INCH(DN40)RISER MANIFOLD ASSEMBLYAND DIMENSIONS
I
TFP962 Page 3 of 6
I
, 2 INCH(DN50)MANIFOLD 41NCH(DN100)MANIFOLD 6 INCH(DN150)MANIFOLD
NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N N0. DESCRIPTION QTY P/N
1 2"Manifold Body, 1 4"Manifold Body, 1 6"Manifold Body,
Groove x Groove .... 1 N/A Groove x Groove...... 1 N/A Groove x Groove ..... 1 N!A
2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch: 2 Waterflow Alarm Switch:
VSC with Paddle, VSC with Paddle, VSC with Paddle,
UUFM .... . ..... 1 976-357-01 UL/FM . ...... . 1 976-357-04 UUFM ... . .... 1 976-357-05
VSC with Paddle and VSC with Paddle and VSC with Paddle and
Cover Tamper Switch, Cover Tamper Switch, Cover Tamper Switch,
ULC/FM ......... 1 976-520-01 ULC/FM........ .... 1 976520-04 ULC/FM ........ . 1 976-520-05
. 3 ' 300 psi/2000 kPa 3 300 psi/2000 kPa 3 300 psi/2000 kPa
I Water Pressure Gauge . 1 2341 Water Pressure Gauge 1 2341 Water Pressure Gauge .. 1 2341
1
% I 2-112 INCH(DN65)MANIFOLD Manifold Nominal Installation Dimensions in Inches and mm Drain Size Weight
N0. DESCRIPTION (�Ty, p/N Size A B C D E F G H Ibs.(kg)
21nch 163/4 13 9/16 5-3/8 6-3/8 13-1/16 3-1/2 13.5
1 2-1/2"Manifold Body, DN50 425,5 330,2 14,3 136,5 161,9 331,8 gg�g 1"NPT 6�
Groove x Groove... . 1 N/A 2_�/Z Inch 17-3/16 13 1 5-3/4 6-7/8 13-3/4 3-1/2 16.8
2 WaterFlow Alarm Switch: DN65 436,6 330,2 25,4 146,1 174,6 349,3 gg,g �-��4"NPT �6
VSCwithPaddle, 31nch 17-3/16 13 1 6 7-1/8 141/4 3-1/2 18.7
UL/FM .... .... . . 1 976-357-02 DN80 436,6 330,2 25,4 152,4 181,0 362,0 gg,g �-1/4"NPT 8 5
VSC with Paddle and
Cover Tamper Switch, 41nch 20-1/2 13 45/16 7-9/16 9-1/16 16-5/S 41/2 2�NPT 32.7
ULC/FM . . . .... 1 976-520-02 DN100 520,7 330,2 109,5 192,1 230,2 422,3 114,3 14,8
3 300 psi/2000 kPa 6 Inch 20-1/2 13 45/16 8-1/2 10 18-1/2 6-5/8 2�NPT 41.6
Water Pressure Gauge .. 1 2341 DN150 520,7 330,2 109,5 215,9 254,0 469,9 168,3 18,9
I
I3 INCH(DN80)MANIFOLD
N0. DESCRIPTION QTY. P/N
1 3"Manifold Body,
1 3
Groove x Groove.. . 1 N/A
2 WaterflowAlarm Switch:
VSC with Paddle,
UUFM ..... ... 1 976�57-03
VSC with Paddle and Drain Valve �b
Cover Tamper Switch, (Normally D Q �
ULC/FM .. .... 1 976-520-03 Closed) �P
3 300 psi/2000 kPa
Water Pressure Gauge . 1 2341
NOTES: q � z
1 ULC Listed Manifolds are equipped with � ''`o
Cover Tamper Switches installed intemal B � �
to the WaterflowAlarm Switches.
2. CH:Common Hardware
. �
r � �
C �p Test
&Drain Valve G
(Normally set
E to"Drain")
H
F
I FIGURE 2
I2 fhru 6 INCH(DN50 thru DN150)R/SER MANIFOLD ASSEMBLYAND DIMENSIONS
�
I �
Page 4 of 6 TFP962
SWITCH TERMINAL CONNECTIONS
UNINSULATED CLAMPING SEVERED
LOOPED SECTION CAUTION: PLATE STRIPPED
SINGLE An uninsulated section of a TERMINAL ENDS
CONDUCTOR single conductar is not SEPARATE
permitted to be looped around �� CONDUCTORS
CLAMPING the tertninal and serve as two
PLATE separate connections.The
TERMINAL wire must be severed to serve INCOMING
as two separate connections,
�J thereby providing supervision
of the connection in the event
that the wire becomes
dislodged from the terminal.
OUTGOING
IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD �
WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS �
CONTACTS .... SPDT(Form C) LOCAL END OF LINE
CONTACT RATING . 5A @ 125 VAC
SIGNAL RESISTOR
2.5A @ 30 VDC DEVICE
NC
NO NC NO
NO• �G NC COM
1 COM
COM CONTROL
POWER PANEL
NO FLOW NON-SUPERVISED STYLE B/CLASS B
CONDITION CIRCUIT SUPERVISED CIRCUIT
(SEE NOTE)
NOTE:
For supervised circuits,see"Switch Terminal Connections"above.The WaterFlow Alarm
Switch has two switches,one can be used to operate a central station,proprietary or remove
signaling unit,while the other contact is used to operate a local audible or visual annunciator.
COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY)
CONTACTS ...... SPDT(Form C)
CONTACT RATING . . 3A @ 250 VAC
5A @ 125 VAC
1 mA @ 5 VDC min.
NO� • NC
COM
CONTACTS SHOWN �
WITH COVER IN PLACE
FIGURE 3
WIRING GUIDANCE
TFP962 Page 5 of 6
� 1-7/2"(DN40)Manifold Only:
NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY P/N To install optional Pressure Relief Trim on
1 3/8"Copper Tubing, 2 Pressure Relief Valve, a 1-1/2"(DN40)Manifold,a 1/2"NPT ouUet
2"(DN50)Manifolds . 1 971-124-01 175 psi,Nonadjustable . 1 198-066-00 must be provided by the installer on the
2-1/2"(DN65)and 3 90"Compression Fitting system outlet piping,and a connection back
3"(DN80)Manifolds .. 1 971-124-02 Fitting to the manifold drain trim must be fabricated
...2 CH
4"(DN100)and 4 1"x 1/2"Reducing Hex with installer supplied 3/8"copper tubing.
6"(DN150)Manifolds . . 1 971-124-03 Bushing ........ . . 1 CH Discard unused trim components.
CH:Common Hardware
3 1/2"NPT Instalier
Outiet Provided
1 3 4 System Outlet
Piping
Installer
Fabricated 2 �
' D Q 3/8"Copper
2 �P Tubing
3
� 2"(DN50),2-112"(DN65), D Q
3"(DN80),4"(DN100),or
6"(DN150)Manifold ��
3
o Manifold �
Drain Trim
O p
1-1@"(DN40)
O Manifold
O
FIGURE 4
OPTIONAL PRESSURE RELIEF VALVE
C� Riser Manifold component in the�eld. Alarm/Flow Test Procedure
�a re a n d Only fhe pressure gauge, waterflow
alarm swifch, or relief valve can be Step 1. Place the test&drain Valve in
11/laintenance replaced. lf any other problems are the"tesY' position.
encountered the entire riser manifold
The following inspection procedure must be replaced. Step 2. Fully open the drain valve.
must be performed as indicated,in ad- Make certain that drainage water will
dition to any specific requirements of The alarm/flow test procedure will re- not cause any damage or injury.
thel NFPA, and any impairment must sult in operation of the associated
be �mmediately corrected. alarms. Consequently, notification Step 3. Verify operation of associated
must be given to the owner and the fire alarms.
The owner is responsible for the in- department, central station, or other Step 4. Close the drain valve.
spection, testing, and maintenance of signal station to which the alarms are
their fire protection system and de- connected, and notification must be Step 5. Place the test 8�drain Valve in
- vices in compliance with this docu- given fo the building occupanfs. the "drain" position.
ment, as well as with the applicable Step 6. Verify that the residual (flow-
standards of the National Fire Protec- Before closing a fire protection system �ng) pressure indicated by the pres-
tion Association (e.g., NFPA 25), in control valve for inspection or mainte- sure gauge is no less that originally
addition to the standards of any nance work on the fire protection sys- recorded for the system when it was
aut ority having jurisdiction. The in- tem that it controls,pe�mission to shut first installed.
sta�ling contractor or product manufac- down the effecfed fire protection sys-
turer should be contacted relative to tem must first be obfained from the Step 7. Close the drain valve.
an�questions. proper authorifies and all personnel Step 8.Verify that the static(not flow-
� who may be affected by this action
It is recommended that automatic must be noti�ed. ing) pressure indicated by the pres-
sprjinkler systems be inspected, sure gauge is no less that originally
tested, and maintained by a qualified After placing a fire protection system recorded for the system when it was
Inspection Service in accordance with �n service, notify the properauthorities first installed.
local requirements and/or national andadvisethoseresponsibleformoni-
codes. toring proprietary and/or central sta-
� tion alarms.
NOTES
Noiattempt is to be made to repairany
Page 6 of 6 TFP962
Limited Ordering
Warranty Information
Products manufactured by Tyco Fire& Riser Manifold:
Building Products (TFBP) are war- Specify; Size (specify), Figure 513,
ranted solely to the original Buyer for (specify connection type inlet x outlet)
ten(10)years against defects in mate- Riser Manifold (specify - without or
rial and workmanship when paid for with) a cover tamper switch for the
and properly installed and maintained waterflow alarm switch, P/N (specify).
under normal use and service. This
warranty will expire ten (10) years NOTES
from date of shipment by TFBP. No Orders for Figure 513 may be filled
warranty is given for products or com- with a Figure 13. The two assemblies .
ponents manufactured by companies are completely interchangeable in
not affiliated by ownership with TFBP function, application, and end-to-end
or for products and components which laying lengfh.
have been subject to misuse,improper �f a ULC Listing is required, the Riser `
installation, corrosion, or which have Manifold must be ordered with a cover
not been installed, maintained, modi- tamper switch for the waterflow alarm
fied or repaired in accordance with ap- switch.
plicable Standards of the National Fire
Protection Association, and/or the
standards of any other Authorities UL/ULC/FM Assemblies
Having Jurisdiction. Materials found With Cover Tamper Switch
by TFBP to be defective shall be either 1-1/2 Inch(DN40)
repaired or replaced, at TFBP's sole MT x FT .. . .. P/N 4086
o tion. TFBP neither assumes, nor 1-1/2 Inch(DN40)
p MT x MT... . P/N 4087
authorizes any person to assume for it, 2 Inch(DN50)
any other obligation in connection with G x G ......... P/N 4090
the sale of products or parts of prod- 2-�/2 incn(�NsS)
ucts.TFBP shall not be responsible for G x G .... . .. P/N 4091
s rinkler s stem desi n errors or inac- 3 incn(oNao)
P Y 9 G x G P/N 4092
curate or incomplete information sup- a incn(oN�oo)
plied by Buyer or Buyer's repre- �x� ........ PiN aos5
sentatives. s ir,�n(oNtSo)
G x G ....... P/N 4096
In no event shall TFBP be liable, in
contract, tort, strict liability or under
any other legal theory, for incidental, UL/FM Assemblies
indirect,s ecial or conse U@fltl8l d8R1- W�thout Cover Tamper Switch
P 4 1-1/2 Inch(DN40)
ages, including but not limited to labor MT x FT. ...... P/N 4055
charges, regardless of whether TFBP 1-1/2 Inch (DN40)
was informed about the possibility of MT x MT... P/N 4056
such damages, and in no event shall 2 InG x(GN50) p/N 4060
TFBP's liability exceed an amount p_�/21nch(DN65)
equal to the sales price. c x� ... ....... PiN aos�
The foregoing warranty is made in lieu 3 InG x(GN80)
. ....... P/N 4062
of any and all other warranties. ex- 4 Inch(�N�oo) '
press_or imnlied. including warranties G x G .......... . P/N 4065
of inerchantability and fitness for a� 6 Inch(DN150)
ticular�ur�ose. c x� .. . P�N aoss a
This limited warranty sets forth the ex-
clusive remedy for claims based on Optional Pressure Relief Valve:
failure of or defect in products, materi- Specify: Operational Pressure Relief
als or components, whether the claim Valve and Trim for use with (specify
is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser
or any other legal theory. Manifold, P/N (specify).
This warranty will apply to the full ex-
tent permitted by law.The invalidity,in 1-1/2��or z" . . ...... P/N 4063
whole or art, of an ortion of this 2-�i2��or s".. . . P/N 4072
P y P 4"or 6" .. .. . .. . P/N 4073
warranty will not affect the remainder.
Replacement Parts:
Specify: (description)for use with Fig-
ure 513 or 13 Riser Manifold,P/N(Ref.
Figure 1 or 2, as applicable).
7'YCO FIRE 8�BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446
i
� GUARDIAN
� FIREEQUIPMENT,wc. DETAIL AND SUBMITTAL SHEET
MIAMI, FL
I Ph.800.327.6584•Fax 800.827.3869
1 �� �Q���
111 • .
ProjectlLocation: Date:
Architect/Engineer: Qty:
I Contractor:
C•�1Appropriate Selection
, Female x Male Angle Valves -Used as fire hose outlet connections. Female NPT inlet x Male hose thread
outlet, 300 PSI, cast brass A—�
..• . ..- � . ..
❑ 5010 1'/z��X�,�" 4,� �3�" 2,�" 2�� 2,�° B p
�', 5015 2'/"x 2'/z" 5'/a" 11° 3'/a„ 2%„ 3,/z"
Optional Finish: ❑-B Polished Brass ❑-C Rough Chrome Plated ❑-D Polished Chrome Plated
Threads:0 NST ❑Other �
5010/5015
Female x Female Angle Valves - Used with hose rack assemblies. Female NPT inlet and outlet, 300 PSI,
castbrass A
�
..- . ..- � . ..
❑) 5020 1'/"x 1'/z,� 4,� �3�" 2,�„ 2,� 2��� B D
❑� 5025 2�/z"x 2'/z" 5,/a° 11" 3'/a" 2%" 3'/z"
Opi ional Finish: ❑-B Polished Brass ❑-C Rough Chrome Plated ❑-D Polished Chrome Plated
Female x Male Pressure Restricting Angle Valves-Used as fire hose outlet connections. Field-adjustable �
restricting mechanism reduces water pressure under flowing conditions (175 PSI max. iniet). When fuil flow 5020/5025
is required, restriction can be over-ridden by trained personnel. Female NPT x Male hose thread outlet, 175
PSI, cast brass. a--I
.. • . •.- � . ..
❑� 5030 1'/z°x 1�/2" 4" 8" 2,��� 2" 2,�2� B p
❑� 5035 2'/i'x 2�/z'> 5,/a" 11'/z" 3'/a" 2'/a" 3'/z"
Op�tional Finish: ❑-B Polished Brass ❑-C Rough Chrome Plated ❑-D Polished Chrome Plated
Thi eads:❑NST ❑Other
5030/5035 C
Female x Female Pressure Restricting Valves-Used with hose rack assemblies.Field-adjustable restricting
. meichanism reduces water pressure under flowing conditions(175 PSI max.inlet).When full flow is required, A� �
restriction can be over-ridden by trained personnel. Female NPT inlet and outlet, 175 PSI, cast brass.
, ' ..- . � •.- � . '.• I
B I
❑ 5040 1'/z��X�,�° 4�� $° 2,�2, 2" 2,�" �
❑ 5045 2'/z"x 2'/z" 5'/z° 11,/" 3,/z° 2,/z° 3%z" �
Optional Finish: ❑-B Polished Brass ❑-C Rough Chrome Plated ❑-D Polished Chrome Plated �
� 5040/5045
Cabs with Chains-Caps with Chains-Used to protect hose Reducer- Used to change outlet size. Rigid pin
thread outlets on valves and hydrants. lug',female x male threads.
Cast brass caps (pin lugs)*or red plastic caps(rocker lugs). ��_ � Threads:
.� . , �. Threads: ❑NST
� ❑ 3315 2'/z"x 1'/"
� 5515 1%z" Brass ❑NST Optional Finish: ❑Other
, ,� ❑Other -B Polished Brass
� 5515P 1/ Plastic ❑
� 5525 2'/z" Bfass ❑-C Rough Chrome Plated
-D Polished Chrome Plated
� 5525P 2%Z" Plastic
*Optional:0-RL Rocker lugs
Optional Finish:❑-B Polished Brass ❑-C Rough Chrome Plated
-D Polished Chrome Plated
*Optional:�-RL Rocker lugs
� sr� ���
�� S��so��� -
,�.
�.
.-�t
WFD Series � `� #�
,
Waterflow Detector `
�-�.
��R���ii
System Sensor's WFD series is compatible �`_-- , �= �� .
�
with schedule 10 through 40 steel pipe,sizes :°".";�
2"through 8',and can be mounted in a vertical � �
�d:
,�;�,.
orhorizontal position.
Features Robust Construction.The WFD series consists of a rugged, I
NEMA 4 rated enclosure.Designed for both indoor and outdoor
•Two-inch conduit openings in new WFD30-2 models use,the WFD series operates across a wide temperature range,from I�
•UL listed models are NEMA 4 rated 32°F to 120°F.
•Sealed retard mechanism immune to dust and other contaminants Reliable Performance.UL listed models are equipped with
•Visual switch activation tamper resistant cover screws to prevent unautliorized entry Inside,
' two sets of SPDT(Form C)synchronized switches are enclosed in a
•Field replaceable retard mechanism and SPDT switches durable terminal block to assure reliable performance.
•Rugged,dual SPDT switches enclosed in a durable terminal block
FalseAlarm Immunity.The WFD series incorporates a mechanical
•Accommodates up to 1�AWG wire retard feature,which minimizes the risk of false alarm due to
ressure sur es or air tra ed in the s rinkler s stem.In addition
I P 9 Pp P Y
•Designed for both indoor/outdoor use '
the mechanical retard's unique sealed design is immune to dust and
•100 percent synchronization activates both alarm panel and other contaminants.
local bell
•Tamper resistant cover screws Simplified Operation.The WFD series is designed to simplify ,
installation.Two conduit openings permit easy attachment to the
local alarm system.The retard mechanism and dual SPDTswitches „
are field-replaceable.
Agency Listings
�� U�C i�� MEA FM '
LISTED O approved A„O ,
5739 CS169 7770 1204140 1G1-93�E 14V9A2�V-I �
� • , , �
' ' i
Waterflow Detector Specifications
i� Vane-type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein.Detectors shall mount on any
' cle�r pipe span of the appropriate nominal size,either a vertical upflow or horizontal run,at least 6"from any fittings which may change water direction,
il Flo`'�'rate,or pipe diameter or no closer than 24"from a valve or drain.Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a
statf c pressure rating of 450 psi'for 2"—8"pipes.The detector shall respond to waterflow in the specified direction after a preset time delay which is field
adj�stable.The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation.The actuation mechanism shall include
a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism.OutpuCs shall consist of dual
SPDT switches(Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors.
A g�ounding provision is provided.Unless noted,enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc.All detectors shall be listed by
Underwriters Laboratories Inc.for indoor or outdoor use.
i
Static Pressure Rating 450 PSI* Qperating Temperature Range 32°F to 120°F(0°C to h9°C)
Maximum Surge 18 Feet Per Second(FPS) Enclosure Rating'� NEMA 4—suitable for indoor/outdoor use
= Triggering Threshold 4-10 GPM CoverTamper Switch Standard with ULC models,optional for UL
Baridwidth(Flow Rate) models,part no.546-7000
Conduit Entrances Two openings for Yz"conduit. Service Use Automatic Sprinkler:NFPA-13
One open,one knock-out type One orTwo Family Dwelling:NFPA 13D
Residential Occupancies up to 4 Stories:NFPA 13R
National Fire Alarm Code:NFPA-72
Co�tact Ratings Two sets of SPDT(Form C) U.S.Patent Numbers 3,845,259
10.0 A,Y HP @ 125/250 VAC 4,782,333
2.5 A C�6/12/24 VDC 5,213,205
Compatible Pipe Steel water pipe,schedule 10 through 40 Warranty 3 Years
WFDE Field Wiring Diagram Delay Adjustment Dial Overall Dimensions,lnstalled
�
y��g�qcG ].75"-w
Dela
^� � Comm�maMBmmmm¢ dusMBnt ���oE,nv� Ecy��s��
�,,.,.,.� I�dmeMknwree CONTACTqATIN6S dial �
doArcL,vl.lo..Mw�v.a�e�h �pyyypy�C O�MP�
�a�•.na �mNi�y'piwlswddimyu mt ppV[lC PSAMi'� �
a�� WMmnOmetl y�o Mod¢I Wid� MOEaI WiJ1�
y�qbMedar. }P' VIFIYN a.u° wrwo U�
wcm.s a.c wr'oso �.a
� wFo w�o y" I wFaws s.r wF[wa e.v
'_'_I""'__ ' • • WF0.�5 ,S.T WF[I80 10.6
� x n n n GS L
To n re�rcmlN abdamo
g mw �y�r U boll nul 1.6•
NG�IotlfACV cou com i
I _""'_'_____'_ PlPesadAle
iypical Facp connomon NOTE:Relard Gme may exceed BO secwWa
IAE�ust aM verAy that tima does rol excead BO sewnds
r� I I p��
i� local I Plesllcvone
�mNMll �uu �OII Biwikvnreassh brvi�erri.dan
wmmanm.DU NOT allaw
� �p{W wire leapf ie a'iuN UryaW
TYP�1 Laal Beil ConneeUan �M1o�seq W NOT bep vnma. U boll
sxi��auembty
WIAth:SaeTabie
•
UL�Vlodel ULC Model Pipe Size Hole Size Shipping Weight
WFp20 WFD20A 2"" 1�/n' 4.21bs.
, WFD25 WFD25A 2Yz" 1'/a' 431bs.
,
WFD30-2 WFD30-2A 3"" 2' 4.51bs.
, WFp35 WFD35A 3Yz" 1'/n" 4J Ibs.
WFD40 WFD40A 4" 2' S.21bs.
, WFDSO WFDSOA S" 2" 631bs.
WFD60� WFD60A 6"" 2" 6.81bs.
, WFD80* WFD80A 8" 2" 7.51bs.
Ac4essories
A3Q08-00 Retard mechanism
A77,-01-02 Terminal block
54$-7000 Tamper proof switch kit
WFpW Tamperproofwrenchforcover
WFbN4 Gasket kit
*Mai imum pressure rating 400 psi as approved by Factory Mutual.
(�� ���� G�:W75y>temSensor.
�`i 3825 Ohio Avenue•St.Charles,IL 60174 Pm;uctspzofiuWnsmbiEtilNchange�whoutnoiice�i�itsystemsensorcom a
�� ������ Phone:800-SENSOR2•Fax:630-377-6495 �'Re^Ipraductin'an�auon,mdudin9lhelaastver4rno(8iisdarashxc
A05�0180 071•3/07 81676
�
� sr�
�� ��� � �; _
_ _��.
_ :��
.��
SSM/SSV Series ��� _� � ��
Alarm Bells ' `�
� �
_ .�
,�,r� -:,����-- ,�� �
�-�.� .
��
Sysrem Sensor's SSM and SSV series alarm bells are '�� �` �
�n
�.-
low current,high decibel notification appliances for i
�a '. �
use in fire and burglary systems or other signaling ���
-- �;
applications.
Features Reliable Performance.The SSM and SSV series provide loud
•Approved for indoor and outdoor use resonant tones.The SSM series operates on�4VDC and are motor
driven,while the SSV series operates on 120VAC utilizing a vibrating
•Low current draw mechanism.
•High d6 output
•Available in six-inch,eight-inch,and ten-inch sizes Simplified Installation.For indoor use,the SSM and SSV series
mount to a standard four-inch square electrical box.For outdoor
•AC and DC models applications,weatherproof back box,model number WBB,is used.
•DC models polarized for use with supervision circuitry
•Mount directly to standard four-inch square electrical box indoors The SSM and SSV series come pre-wired,to reduce installation time.
The SSM series incorporates a polarized electrical design for use with
•SSM and SSV series come pre-wired supervision circuitry
A�c ency Listings
u� U�C F M r>��� MEA
LISTED O AO ' a roved
PROE Pp
S-0O11 C5519 30052>5 7135-1653.0?17 331-01-E
SSM/SSV Specifications
Mo�el shall be a SSM or SSV Series alarm bell.Bells shall have underdome strikers and operating mechanisms.Gongs on said bells shall be no smaller than
nor�inal 6%8%10"(specify size)with an operating voltage of 24VDC or 120VAC(specify by part number).Bells shall be suitable for surface or semi-Flush
' mounting.Outdoor surface mounted installations shall be weatherproof(using optional WBB weatherproof electrical box).Otherwise bells shall mount to
a st�andard 4"square electrical box having a maximum projection of 2%z"Bells shall be located as shown on the drawings or as determined by the Authority
Having Jurisdiction.Bells shall be listed for indoodoutdoor use by Underwriters Laboratories and the California State Fire Marshal,and approved by Factory
, Mutual and MEA.
� •.
OpgratingTemperatureRange , —31°Fto140°F
Operating Voltage SSM series:24VDC
� SSV series:120VAC
Ter{nination Provided with 2 sets of leads for in/out wiring
Ser;vice Use Fire Alarm,General Signaling,Burglar Alarm
' Warranty 3 years
Midel Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output(dBA)
(inches) Limit
SS�y1246 6 Regulated 24VDC 16 to 33VDC DC-31 1 mA/FWR-53.5mA 82
SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/FWR-53.SmA 80
SSM24-10 10 Regulated 24VDC 16 to 33VDC DC-31 1 mA/FWR-53.5mA 81
SSV120-6 6 Regulated 120VAC 96 to 132VAC 53mA 85
SSV120-8 8 Regulated 120VAC 96 to 132VAC 53mA 82
SSV120-10 10 Regulated 120VAC 96 to 132VAC 53mA 82
*Sound output measured at Underwriter Laboratories,as specified in UL464
Ordering Information
a.
SSf�24-6 ,, SSM24-6A ' Bell,6;24VDC,Polarized,82dBA
SSM24-8 SSM24-8A Beli,8;24VDC,Polarized,80dBA
� SSN124-10 SSM24-10A Be11,10;24VDC,Polarized,81 dBA
SSY120-6 SSV120-6A Bell,6;120VAC,85dBA
SSV120-8 SSV120-8A Be11,8;120VAC,82dBA
' SSY120-10 SSV120-10A Be11,10;120VAC,82dBA
WBB Weatherproof back box for SSM and SSV series,when installed outdoors
��q ���� m2U11 Sys[em Sensor II
� 3825 Ohio Avenue•St.Charles,IL 60174 Produasp�ficanonsscb;eatochangeKuhoutno�iceN4lsystemsenxu<cmfor
i� ������� PflOf12:800-$ENSOR2•FdX:630-�77-6495 �unenlproducUnfo�manon.indudingthelate;tve�vqioftlirsda[asheet
AUS-C?6P010•08/11 92870
I
� I
INSTALLATION AND MAINTENANCE INSTRUCTIONS (��� S�/ST�M
V!/�B �'�� �F�/�►�R�
VUeatherproof Ba�k Box 3g2S Ohio Avenue, SL Charles, Illinois C,0174
Accessory 1-S00-SENSOR2, Ft1X: 630-377-6495
www.systemsensor.com
Specifications This accessory is UL listed for use with:
Dimetisioiis. • H12/Z4K, S12�4MCK, P12Z4MCK, and P12015K series
Box: 4.33"L x 1.55"W x 4.33"H SpectrAlert° wall horn, strobe and horn/strobe models
Foam gasket: 0.125" ttiick, adheres to box top • SSM24 and SSV120 series alarin bells
Conduit opening: (2) '/" NPT, fully threaded with
(2) '/z" NPT plug, (1) '/s" knockout plug Refer to specific model installation instructions for weath-
Rear motinting tabs with 0.25" diameter eyelets erproof rating, temperature operatitig range, indoor and
Top mounting holes, tt8-32 x 0.50" DP outdoor application information. �
Mounting Instructions
Figure 1: SpectrAlert horn, strobe, and horn/strobe Figure 2: Typical SSM and SSV bell weatherproof `
(`K' suffix models) mounting with universal plate installation
GASKET yy��
�WBB Plate
Flat Head � �
�Screw(4 total)
m
0 �
0 �
�� o
CONDUIT
ENTRANCE
Gasket
Conduit
Entrance Slot PAN HEAD SCREW
Paper Liner Locking Rib (4 TOTAL)
For Plate
Gasket woisaoi
Au�a�o� 1. Mouiit back Uox in desired location (See Figure 2).
1. Mount back box in desired location (See Figure 1) 2. Install '/" NPT plug into unused conduit opening.
2. Install '/" NPT plug into uriused coiiduit opening 3. For SSM24 and SSV120 alarm bells, remove gong (refer
3. For SpectrAlert models, mount plate to back box using 4 to SSM and SSV bell series installation manual) and
#8-32 x '/" screws (Figure 1)supplied with product. complete field wiring.
4. Coinplete field wiririg. 4. Mount bell to WBB with 4 #8-32 x `/�" screws (Figure 2)
5. Remove paper liner on plate gasket-NOTE:Perform elec- supplied witti product.
trical tests first, then remove liner. Paper liner must be Figure 3• Knockout plug removal
removed from gasket before final installation. 1. If a rear conduit ecitry `
C. Insert locking rih into slot on plate. �
is required, remove the o
7. Press into plate; the SpectrAlert model will make a lmocicout pltig using a
"click" wtieii it }ias locked iilto place. flat blade screwdriver as m �
NOTE: The weatherproof or outdoor notification appli- sliowii iti Figure 3. Strike
ance must be used with the System Sensor sharply with a hammer � �
WBB back box when installed in applications to pierce the wall of the o
requiring the appliance to be weatherproof or knockout plug. Move to A0134-00
outdoor-listed. In such applications, using a Uack an adjacent wall section
box other than the System Sensor WBB will void and repea[ until the plug falls out. Malce sure that the
the UL designation. back box is supported adequately during this operation
NOTE: All System Sensor weatherproof wall-mount to avoid injury.
horns and horn/strobes can be surface mounted 2. To meet weatherproof or outdoor listing, the conduit
or flush mounted when used with the System entrance inust be gasketed.
Sensor WBS. 3. Install /_ NPT plugs (2) into unused conduit openings
D770-41-DO 1 I56-18)3-005
02004 System Sensor
1 . ' 1 ' " . 1
�°x;
. �:�� �:�,
Stora e Cabinet � _ -
9
�_.
.€ ���.
a��
,���
��:�
' Description
Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are
` designed to allow for spare sprinkler head storage as required by Specifications '
NFPA guidelines. The Spare Sprinkler Head Cabinets are avail- �
able in four configurations. Three head, six head, six head ESFR Material: �
and twelve head.All four styles are manufactured with "knockouts" Painted plain steel ,
to accommodate the most common size sprinklers. The shelf is
located to allow for the storage of a typical sprinkler head wrench. Finish:
Each cabinet is finished with a red enamel finish. Each spare head Red enamel �
cabinet comes with a hinged door which remains closed to protect styles:
the spare sprinklers from the elements and features two holes on 3 Spare sprinklers,
the back panel to allow for attachment to most surfaces utilizing the 1/2 or 3/4
appropriate fasteners. Not intended for exposed or harsh environ- 6 Spare sprinklers, -
ments. 1/2 or 3/4 �
Installation ed, installation is accomplished 6 Spare, ESFR, _ '
Select the correct Spare by inserting the corr.ect fastener 1/2 , 3/4 or �"
Sprinkler Head Cabinet in � in each of the two holes inside 12 Spare sprinklers ,
accordance with the Automatic the cabinet, securing the cabinet 1/2 or 3/4
Sprinkler Systems Handbook. securely to the wall. The insert -
As per the 1989 Edition the the correct number and type of
correct number of spare sprinklers in accordance with the
� sprinkler is as follows: "handbook".
_ *Final determination is subject to approval
" "0-300 sprinklers, not less than 6 by the AHJ.
300-1000, not less than 12
1000 or more, not less than 24.
Stock of spare sprinklers shall
include all types and ratings
installed."*
Once the correct Spare Sprinkler
Head Cabinet has been select-
i
Fire Protection Products, Inc
y M 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541
02000-2007 Fire Protection Products,Inc(FPPI) �„o�.,x�,,.�. For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com
3M Brand Fire Barrier CP-25WB+ 06/20/14
Safety Data Sheet ,
Copyright,2014,3M Compiny. I
All rigl�ts reserved.Copying 1nd/or downloading of this inforn�ation for the pu►pose of properly utilizing 3M products is
allowed provided that:(1)the information is copied in full with no changes unless prior written agreement is obtained from ,
3M,and(2)neither the copy nor the original is resold or otherwise distributed with the intention of earning a profit thereon.
Document Group: 09-5451-1 Version Number: 26.00
Issue Date: 06/20/14 Supercedes Date: 08/18/13 �
SECTION 1: Identification
1.1.Product identifier
3M B►•and Fire Barner GP-25WB+
Product Identification Numbers
42-0016-4710-R,42-0016-4715-7,42-OO1C-4716-5,98-0400-5380-7,98-0400-5381-5,98-0400-5382-3,98-0400-5383-1,98-
0400-5406-0,98-0400-5456-5,98-0400-5562-0,98-0400-5573-7,98-0400-5610-7,9R-0400-5629-7
1.2.Recommended use and restrictions on use
Recommended use
, Fire Protection,Used as Firestop in buildings.
1.3.Supplier's details
MANUFACTURER: 3M
DIVISION: Industrial Adhesives and Tapes Division
ADDRESS: 3M Center,St.Paul,MN 55144-1000, USA
Tele�hone: 1-888-3M HELPS(1-888-364-3577)
1.4.Emergency telephone number
1-800-364-3577 or(651)737-6501 (24 hours)
SECTION 2: Hazard identification �
' 2.1.Hazard classification
Serious Eye Damage/Irritation: Category 2B "
2.2.LaUel elements
Signal word
Warning
Symbols
Not applicable
Pictograms
Not applicable
Hazard Statements
Page 1 of 11
i
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3M Brand Fire Barrier CP-25WB+ 06J20/14
Causes eye irritation.
P�ecautionary Statements
General:
Keep out of reach of children.
Prevenhon:
Wash thoroughly after hlndling.
Response:
I i IN EYES: Rinse cautiously with water for scveral mmutes. Remove contact lenses,if present and easy to do.
� Continue rinsing.
If eye iiritation persists: Get medical advice/attention.
�
2.3.Hazards not otherwise classified
None.
25%of the mixture consists of iugredients of unknown acute dermal toxicity. '
�
SECTION 3: Com osition/information on in redients ��
I �
� In redient C.A.S.No. % b Wt
Zinc Borate 2335 1382C5-88-0 10- 30 Trade Secret*
Pol mer JTS Re .No.04499600-7270) Trade Secret* 10- 30 Trade Secret*
VVater 7732-18-5 10- 30 Trade Secret*
' Sodium Silicate 1344-09-8 10- 30 Trade Secret*
Ethylhexyldiphenyl phospl�ate _ 1241-94-7 3 - 7 Trade Secret*
Oxide glass chemicals 65997-17-3 l - 5 Trade Secret�
Ir,on oxide 1309-37-1 1 - 5 Trade Secret*
Pol eth lene GI col 25322-68-3 1 - 5 Trade Secret* ;
Tii hen 1 hos hate 115-86-6 < 1 0 Trade Secret*
Di-2-etl� lhexl henyl hos l�ate 16368-97-1 < ].0 Tr1de Secret* �
Pol ox eth ]ene monooctyl hen I ether 9036-19-5 < l.0 Trade Secret* I,
3(2H)-Isotl�iazolone,5-chloro-2-methyl-,inixt.with 2- 55965-84-9 <0.001 Trade Secret*
nieth 1-3 2 -isothiazolone
�
NJTS or NJTSRN:New Jersey Trade Secret Registry Number.
a I ��
�The specific chemical identity and/or exact percei�tage(coucentration)of this composition has been withheld as a trade I
e�cret
s .
�
� SECTION 4: First aid measures
�
4.�.Description of first aid measures
Inl�alation:
R�move persou to fresh air. If you feel unwell,get medical attention.
Skin Contact:
Wash with soap and wlter. If signs/symptoms dcvelop,get niedical attention. �
Eye Contact:
Flush with large amounts of water. Remove contact lenses if easy to do Continue rinsing. If signs/symptoms persist,get
niedical attention.
�
�
IPage 2 of 11
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3bi Brand Fire Barrier CP-25WB+ 06/20/lA
If Swallowed:
Rinse mouth. If you feel unwell,get medical attention.
' 4.2.Most important symptoms and effects,Uoth acute and delayed
See Section I l.l.Infonnation on toxicological effects.
' 4.3.Indication of any immediate medical aittenrion and special treatment required
Not applicable
SECTION 5: Fire-fi htin measures
,
, 5.1.Suitable estinguishing media
' Non-combustible.Use a fire fighting agent suitable for surrounding fire.
5.2.S�eciail hazards arising from the substance or mixture
None inherent�n this product.
' S.3.Special protective actions for fire-figliters
No special protective actions for fire-fighters are anticipated.
SECTION 6: Accidental release measures �
6.1.Personal precautions,protective equipment and emergency procedures
Evacuate area. Ventilate tl�e area with fresh 1�r. Refer to otl�e►•secttons of this SDS for information regarding physical and
health hazards,respiratory protection,ventilation,and personll protective equ�puieut.
6.2.Environmental precautious
Avoid release to the environmeut.
6.3.1Vletliods and material for containment and cleaning up
Collect as u�uch of the spilled matetial as possible. Place iu a closed container approved for transportation by appropriate
authorities. Cleau up residue. Seal the cont�iner Dispose of collected material as soon as possible.
SECTION 7: Handlin and stora e
7.1.Precautions for safe handling
Avoid eye contact. Keep out of reach of children. Avo�d brclthin�dusdfume/gas/mist/vapors/spray. Do not eat,drink or ,
� smoke wl�en using this product. W1sh thorougl�ly after handliug. Avoid release to thc environment.
7.2.Conditions for safe storage including any incompatiUilities �
, Keep cool. Store away fi•om heat. Store away from areas where product may come into contact with food or
pl�ain�aceuticals. Store in a d�y place.
, SECTION 8: Ex osure controls/ ersonal rotection
8.1.Control parameters
Occupational exposa►•e limits
� InQredient C.A.S.No. A enc Limit t e Additional Comments
Tri heu 1 hosphate 115-86-6 ACGIH TWA3 m /m3
Tri heny] hos hate 115-86-6 OSHA TWA:3 m /m3
Page 3 of 11
31VI Brand Fire Barrier CP-25WB+ 06/20/14
I
I�on oxide 1309-37-1 ACGIH TWA(respirable fraction):5
m /m3
Ixon oxide 1309-37-] OSHA TWA(as fiime :10 m /m3
'OUG� 1309-37-1 OSHA TWA(as total dust):15
� mg/m3;TWA(respirable
fi•action):5 m /m3
Piolyethylene Glycol 25322-68-3 AIHA TWA(as particulate):10
m m3
, ixide glass chemicals 65997-17-3 Manufachirer TWA(as dust):10 mg/m3
detern�ined
ACGIEi:American Conference of Governmental Industrial Hygicnists
AIHA.American lndushial Hygiene Association
� CIv1RG.Chcmical Manufacturer's Recommended Guidclincs
OSHA:United States Department of Labor-Occupationa]Safety and Hcalth Administration
TWA.Timc-Wei�litcd-Avcragc
ST'GL:Shori Term Exposurc Limit
CGIL:Ceiling
8I2.Exposure controls
8.2.1.Engineering controls
Use general dilution veutilation and/or local exhaust ventilation to control airborne exposures to below relevant Exposure
Limits and/or control dust/fi�me/gas/mist/vapors/spray.If ventilation is not adequate,use respiratory protection equiptnent.
8.2.2.Persoual protective equipment(PPE)
Eye/face protection
S�lect and use eye/face protection to prevent cont�ct based on the results.of�n exposure assessment. The following eye/face
protection(s)are recommended:
Iidirect Vented Goggles
Skin/hand protection
Select and use gloves and/or protective clothing approved to relevant local standards to pcevent skin coutact based on the
r�sults of an exposure assessment.Selection should be Uased on use factors such as exposure levels,concentration of the
substance or mixhire,fi•equency and duration,physical challenges such as temperature extremes,and other use conditions.
Consult with your glove and/or protective clothing manufacturer for selection of appropriate compatible gloves/protective
cl�othmg.
Gloves uiade from the following mater�al(s)are recomuiended: Butyl Rubber
Nieopreue I,
� Nitrile Ri�bUer
Respiratory protection
:
An exposure assessment may be needed to decide if a respirator is required. If a respirator is needed,use respirators as part of
a fi�ll respiratory protection program. Based ou the results of the exposure assessment,select fi�om the following respirator
type(s)to reduce inhalation exposure:
lalf facepiece or fiill facepiece air-puiifying respirator suitable for particulates
Fi r questions about suitability for a specific application,cousult with your respirltor manufacturer.
SECTION 9: Ph sical and chemical ro erties �
9.1.Information on Uasic physical and chemical properties
General Physical Form: Solid
Specific Physical Form: Paste I
� Odor,Color,Grade: Red with negligible odor �
Page 4 of 11
3M Brand Fire Barrier CP-25WB+ 06/20/14
Odor threshold No Dnta Availab/e
Melting point No Dnta Availnble
Flash Point No flash point
Flammability(solid,gas) Not Classified
Flammable Limits(LEL) NotApplicable
Flammable Limits(UEL) Not A��plicable
Specific Gravity 1.35 [RefStd. WATER=1]
Solubility in Water Complete
Solubility-non-water No Data Ai�ailuGle
Autoigi�ition temperature NotApplicable
Decomposition temperature No Datu Available
Volatile Organic Compounds < 1 g/I
VOC Less H20&Exempt Solvents < 1 g/1
SECTION 10: Stabilit and reactivi
10.1.Reactivity
This cnaterial is considered to be non reactive under normal use conditions.
10.2.Chemical stability
' Stable.
10.3.Possibility of hazardous reactions
Hazardous polymerization will not occur.
t0.4.Conditions to avoid �
�I
None known.
.
10.5.Incompatible materials
None known.
10.6.I-Iazardous decomposition products
Substance Condition
Carbon mouoxide Not Specified
CarUon dioxide Not Specified
� Oxides of Phosphoius Not Specified _
� SECTION 11: Toxicolo ical information
� The information below may not be consistent with the material classification in Section 2 if specific ingredient
Page 5 of 11
3M Brand Fire Barrier CP-25WB+ 06/20/14
�
classifications are mandated by a competent authority. In addition,toxicological data on ingredients may not be
reflected in the material classification and/or tl�e signs and symptoms of exposure,because an ingredient may Ue �
present below the threshold for labeling,an ingredient may not be available for exposure,or the data may not be
relevant to the material as a wliole.
11.1.Information on Toxicological effects
Signs aud Symptoms of Exposure
' c B I sed on test data and/or information on the components,this material may produce the following healtl�effects:
, Inhalation:
Respiratory Tract Irritation: Signs/symptoms may include cough,sneezing,nasal discl�arge,headache,hoarseness,and nose
aid throat pain.
Skin Contact:
Mild Skin Itritation:Signs/symptoms may�nclude localized reduess,swelling,itchmg,and dryness.
Eye Contact:
�oderate Eye Irritation: Signs/symptoms may include redness,swelling,pain,tearing,and blurred or hazy vision.
Ingestion:
' May be l�armfiil if swallowed.
Gastrointestinal Irritation:Sigus/symptoms may include abdommal pain,stomach upset,nausea,vomiting and diarrhea.
Toxicological Data
I 1a component is disclosed in section 3 but does not appear iu a tlble below,either no data are available for that endpoint or
t�e data are not sufficient for classification.
Acute Toxicity
' �Vamc Route S ecies Value
Overall roduct Dem�al No data available;calculatcd ATE>5,000 mQ/kg
i verall product Ingcstion No data available;calculated ATE 2,000-5,000
mq/l:�
Polymer(NJTS Re*.No.04499G00-7270) In�estion Rat LD50>2,000 mg/l:g
Zinc Boratc 2335 Dcmial RabUit LD50>10,000 m�/ko
Zinc Boratc 2335 Ing�stion Rat LD50>I0,000 mg/k�
' Sodium Silicatc Dcnna] Rabbit LD50>4,G40 m� oa
' Sodium Silicatc In�cstion Rat LD50 500 mJl:
Ethylhcxyldiphenyl I�osphltc Dcmial RabUit LD50>7,940 mg/kg
_ Eth ]licx ldi henyl pl�osphatc Ingestion Rat LD50>24,000 mg/k�
Iron oride Denna] Not LD50 3,100 mg/kg a
availaUlc
[ron oxidc Ingestion Not LD50 3,700 mg/kg
` � available
Po] eth lene GI col Dermal Rabbit LD50>20,000 mo ��
Polyctliylcne Glycol In�cstion Rat LD50 32,770 m�/Ic�
Oside lass chemicals Demial LD50 estimatcd to be> 5,000 m*/k*
pxidc glass chemicals Ingestion LD50 esqtnatcd to bc 2,000-9,000 mg/kg
�'ol ox eth Icne monooct 1 hen 1 cther Dcrmal Rabbit LD50>3,000 m
�'olyox eth lene monooc I hcn 1 ethcr In estion Rat LD50>500 mo �
'�'riphen 1 l�os hate Demial Rabbit LD50>7,900 mg/!:�
�nphenyl phosphatc Inl�alation- Rat LC>0>50 mg/l
Dust/Mist
j (4 hours)
Triphenyl plws hate Ingcstion Rat LD50>3,000 mg/k�
�I �(21-n-]sotliiazolonc,5-chloro-2-methyl-,mixt.with 2-methyl- Dcnnal Rabbit LD50 87 mg/kg
�(2H)-isothiazolonc
3(2II)-Isothiazolone,5-chloro-2-med�yl-,mist.witU 2-metl�yl- Inhalation- Rat LC50 0.33 m�/1
3(2H)-isotl�iazolonc DusdMist
� (41�ours)
I
�
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3M Brand Fire Barrier CP-25WB+ 06/20/14
3(2H)-]sothiazolone,5-chloro-2-methyl-,mixt.with 2-methyl- Ingestion Rat LD50 40 mg/l:g
3(2H)-isothiazolone
ATE=acute toxicity estimate
� Skin Corrosion/Irritation
Name S ecies Vnlue
, Polymcr(NJTS Rcg.No.04499600-7270) Rabbit Minimal initation
Sodium Silicatc Rabbit Corrosive
' lron oxidc RaUUit No si�nificant irritation
Pol etl� ]cnc Gl col RaUUit Minimal irritation
Oxide ]ass chcmicals No si�iificant irritation �
3(2I-�-Isothiazolone,5-cliloro-2-methyl-,mixt.with 2-methyl-3(2H)- Rabbit Corrosive
isothiazolone
Serious E e DamaQe/Irritation �
Name S ecies Valuc
Pol mcr JTS Re .No.04499G00-7270 Mild irritant
(T`1
Sodium Silicatc Rabbit Corrosive
Iron oxidc RaUbit No si�nificant irritation
Pol etl� ]cnc Gl col Rabbit Mild irritant
Oxidc glass chemicals No significant irritation
3(2H)-IsotUiazo]one,5-chloro-2-mcil�yl-,mixt.with 2-mcthy]-3(2H)- Rabbit Conrosivc
isothiazolone
Skin Sensitization
I Name S ecies Value
Sodium Silicate Mouse Not sensitizin
Iron uxide Hmnan Sume positive data cxist,but the data are not
su�cicnt for classification
PolycUrylcnc Glycol Guinca Not sensitizing
i
3(2fI)-Isothia•r_olonz,5-cUloro-2-methyl-,mixt.with 2-mcthyl-3(2FI)- IIuman Scnsitizing
isothiazolonc and
animal
� Pliotosensitization
Name S ecies Value
3(21n-]sothiazolonc,5-chloro-2-methyl-,mixt.with 2-mcthyl-3(2EI)- Human Not sensitizing
isothiarolonc aud
animal
Res irator Sensitization
Name S ecies Value
r
I Germ Cell MutaQenicity
N�me Route Value ,
Sodium Silicatc In Vitro Not nmta�enic
Sodium Silicatc In vivo Not muta�enic
Iron o�ide In Vih�o Not mutagenic
Polyeth lene GI col ln Vitro Not mutaoenic
Pol oth lene Gl col In vivo Not nmta enic
Oxidc glass chemicals In Vitro Some positivc data exist,but the data arc not
sut�icicnt for classitication
3(2H)-Isothiazolone,5-chloro-2-medryl-,mixt.with 2-methyl-3(2H)- In vivo Not mutagenic
isothiazolonc
3(2H)-Isothiazolone,5-chloro-2-methyl-,mixt.witli 2-methyl-3(2H)- In Vitro Some positivc data exist,but the data are not
isuthiazolonc sufficient for classification
Carcino enicit
Name Route S ecies Valuc
Iron oride Inhalation Human Some positive data exist,but the data are not
�
Page 7 of I1
3M Brand Fire Barrier CP-25WB+ 06/20/14
�
( sufficicnt for classification
P,o] eth Iene GI col In cstion Rat Not carcino*cnic
c�de glass chemicals Inhalation Multiple Somc positivc data exist,Uut the data arc not
� animal sufficicnt for classification
s ecies
3�(2H)-Isothiazolone,5-chloro-2-med�y]-,mixt.wiil�2-methy]- Dermal Mouse Not carcinogenic
3,(21�-isotl�i azo lonc
3�(21�-Isothiazolone,5-chloro-2-mctlryl-,mixt.with 2-methyl- Inges[ion Rat Not carcinogenic
3,(2H)-isotl�iazolonc
� Rlproductive Toxicity
Re roductive and/or Develo mental Effects �I
, �ame Route Value Species Test Result Exposure '
, � Duration
Sodium Silicatc Ingestion Somc positive devclopmental data exist, Mouse NOA�L 200 during I
but fl�e data are not sufficicnt for rog/kg/day gestation �
classificati i
oi
Polycthylenc Glycol Ingestion Not toxic to fomalc reproduction Rat NOAEL during
1,125 gestation
m �/da
Polycthylenc Glycol Ingcstion Not toxic to malc rcproduction Rat NOA�L 5699 5 days
+/-1341
m� da
Polycthylenc Giycol Not Some positivc NOEL N/A
Specified reproductive/developmental data cxist,
but the data are not sufficient for
classification
Polyethylene Glycol In�cstion Some positive devclopmental data exist, Mouse NOAEL 562 during
but Nic data arc not sufficicnt for mg/animal/da gestation
classification y
3�(2H)-lsothia•r.olone,5-chloro-2-methyl-, Ingestion Not toxic to femalc rcproduction Rat NOA�L 10 2 generation
mixt.witU 2-meth 1-3(2H-isothiazolone m�/kQ/da
3(2H)-Isothiazolone,5-cliloro-2-methyl-, Ingcstion Not toxic to male reproduction Rat NOAEL 10 2 generatiun
mict.with 2-methyl-3(21�-isothiazolonc m day
3(2Fn-Isothiazolone,5-cliloro-2-methyl-, Ingcstion Not toxic to devclopment Rat NOA�L I S during
�trt.with 2-metUy]-3(21�-isothiazolonc m�/Ic,,r/day organogenesi
s
Ti rget O►•gan(s)
S ecific TarQet Or an Tosicity-sinQle ex osure
Name Route Target Organ(s) Value Species Test Result Exposure
� Duration
. �odium Silicatc Inha]ation respiratory in•itation May causc respiratory in•itation ofticial NOAEL Not
classifica availablc
tion
Rolyethylenc Glycol Inhalation respiratory imtation Somc positivc data exist,Uut the Rat NOAEL 2 wecks
data arc not sufticient for 1.008 mg/1
, classification
'� 3(2En-Isothiazolone,5- Inhalation respiratory imtation Somc positivc data exist,Uut the similar NOAEL Not
chloro-2-methyl-,�nixt. data aro not sufticient tior health available
with 2-meU�y]-3(21�- classification hazards
i�,sotl�iazolonc
S�ecific Tar et Or an Toxici -re eated ex osure
�ame Route Target Organ(s) Value Species Test Result Esposure
Duration
Sodium Silicate Ingcstion kidncy and/or Some positivc data exist,but the Dog LOA�L 4 wecks
Uladdcr data arc notsufficientfor 2,400
classification m /k da
Sodium Silicate Ingestion cndocrine systcm Some positivc data exist,but thc Rat NOA�L 804 3 months
data arc not sufficicnt for mg/kg/day
I� classification
� Sodium Silicate Ingestion Ulood All data are negative Rat NOAEL 304 3 months
I
� Page 8 of I1
3M Brand Fire Barrier CP-25WB+ 06/20/14
mo/l.�da
Sodium Silicatc [ngestion hcart�livcr All data arc ncgativc Rat NOAEL 8 wccks
1,259
m�/k�da
Iron oxidc Inl�alation pulmonary fiUrosis� Somc positivc data exist,but tl�c EIwnan NOACL Not occupational
pncumoconiosis data arc not sufficicnt for availaUlc cxposi�rc
classification
Polyethylenc Glycol Inhalation respiratory system Some positive data cxist,but dic Rat NOAGL 2�vccks
data arc not sufficicnt for 1.008 m�/I
'� classification
Polycthylcne Glycol Ligcstion kidney and/or Somc positivc data exist,but thc Rat NOAEL 13 wcelcs
bladdcr data are not sufficicnt for 5,64U �
classification m�/l:�da
Polyethylene Glycol Ingcstion hcai�t�endocrine All data arc ncgative Rat NOA�L 13 weeks
system� 5,64U �
hematopoietic mg/kg/day
system�livcr�
nervous s stcm
Oxidc glass chemicals Inhalalion respiratory systcm Somc positivc data cxist,but il�c Iluman NOAEL not occupational
data are not sufficicnt for availaUlc cxposurc
classification
II As iration Hazard
IName V�lue
Please contact the address or phone number listed on the first page of the SDS for additional toxicological information
� on tl�is material and/or its com onents.
P
SECTION 12: Ecolo ical information
� Ecotoxicological information
Q
Test Or_anism Test Tvae Result
Water tica,Dapl�nia magna 48 hours A�uatic Toxicity-Acute 27 ma11
' Green alaae,Pseudokirchneriella subcapitata 72 hours Ac�uatic Toxicity-Cl�ronic 2.6 mg/1
Please contact the address or phone vumber listed on the tirst page of the SDS for additional ecotoxicoloaical inforn�ation on this material
and/or its components.
Chemicll fate information
Please contact tlie address or phone number listed on the first page of the SDS for additional chemical fate infonnatiov on tliis material
ancllor its components.
� SECTION 13: Dis osal considerations
I
�
� 13.1.Disposal methods '
Dispose of contents/container in accordance with the localhegional/national/international regulations.
Dispose of waste product i►�a pennitted iudustrial waste facility. As a disposal alternative,mcinerate in a permitted waste
incineratiou facility. Proper destiuction may require the use of additional fuel during incineration processes. �mpty
drums/bairels/contaiuers used for transporting and handling hazardous cheuiicals(cheuiical suUstances/mixtures/preparations
classified as Hazardous as per applicable regulations)shall be considered,stored,treated&disposed of as hazardous wastes
unless otherwise defined Uy applicable waste regulations. Consult with the respective regulating authorities to determine the
available treatment and disposal facilities.
EPA Hazardous Waste Number(RCRA): Not regulated
SECTION 14: Trans ort Information
�I
Page 9 of 11
3M Brand Fire Barrier CP-25WB+ 06/20/14
For Transport Inforn�ation,please visit httq://3M.com/Transportinfo or call 1-800-364-3577 or 651-737-6501.
�
SECTION 15: Re ulator information �
15.1. US Federal Regulations
Contact 3M for more information.
31,1/312 Hazard Categories:
Fiie Hazard-No Pressure Hlzard-No Reactivity Hazard-No Iuimediate Hazard-Yes Delayed Hazard-No
' Section 313 Toxic Chemicals subject to the reporting requirements of that section and 40 CFR part 372(EPCRA):
InQredient C.A.S.No %bv Wt
Zinc Borate 2335(ZINC COMPOiJNDS) 138265-38-0 10- 30 I
15.2. State Regulations I
1�.3. Chemical Inventories '
The components of this material are in compliance with the provisions of Australil National Industrial Chemical Notification
and Assessment Scheme(NICNAS). Certain restrictions may apply.Contact the selling division for additiona]information.
The components of this product are in couipliance with the new substance notification requirements of CEPA.
The components of this mateiial are in compliance with the Chiva°Measures on Environmental Mana�ement of New �
C�emical Substance".Cert�in restrictions may apply.Contact the selling division for additional infonnation. '
Tlle components of this material are in compliance with the provisions of the Korean Toxic Chemical Control Law.Certain
restnctions may a ly.Contact the sellinR division for additional infonnation. ,
PP b
I The components of this product are in compliance with the chemical notification requirements of TSCA. I
15.4.International Regulations
This SDS has been re ared to meet the U.S.OSHA Hazard Communication Standard,29 CFR 1910.1200.
.
SECTION 16: Other information
N�'PA Hazard Classilication
� Health. 1 FlammaUility. 1 Instability: 0 Special Aazards: None
� N tional Fire Protection Association(NFPA)hazard ratiugs are designed for use by emergency respouse personnel to address
th�e hazards that are presented by short-term,acute exposure to a material under conditions of fire,spill,or siinilar '
etxlergencies.Hazard ratings are primarily based on the inherent physical and toxic properties of the material but also inchide
thle toxic properties of contbustion or decomposition products that�re known to be generated in significant quantities.
Hv1IS Hazard Classification
�
i '�
Y
Page 10 of 11
• , , . ,. -
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3M Brand Fire Barrier CP-25WB+ 06/20/14
Healtl�: 2 Tlammability: 1 Pl�ysical Hazard: 0 Persoual Protection:X-See PPE section.
Hazlydous Material Identification System(HMIS�III)hazard ratings are designed to mform employees of chemical hazards
in the workplace.These ratings a►•e based on tl�e inherent properties of the material under expected conditions of noinial use
and are not inteuded for use in emergency situations.HMIS�III ratings are to be used with a fiilly implemented HMIS�III
program.HMIS�is a re;istered mark of the American Coatmgs Association(ACA).
Document Group: 09-5451-1 Version Number: 26 00
Issue Date: 06/20/14 Supercedes Date: 08/18/13 ,
DISCLAIMER:The inforu�ation in this Safety Data Sheet(SDS)is believed to be correct as of the date issued. 3M MAKES
NO WARRANTIES,�XPR�SS�D OR IMPLIED,INCLUDING,BUT NOT LIMITED TO,ANY IMPLIED WARRANTY
OF MERCHANTABILITY OR FITN�SS FOR A PARTICULAR PURPOSE OR COURSE OF PERFORMANCE OR ^
USAGE OF TRADE. User is responsible for deterniinmg whether the 3M product is fit for a particular pu►pose and suitable
for usec's method of use or application. Giveu the variety of factors that can affect tl�e use and application of a 3M pcoduct,
some of which are uniquely within the user's knowledge and control,it is essential t1�1t the user evaluate the 3M product to
detertnine whether it is fit for a particular purpose and suitable for user's method of use or application.
3M provides informat�on�n electronic form as a service to its customers. Due to the remote possibility that electronic transfer
may have resulted in etrors,omissious or alterations in this infonnatiou,3M makes no representations as to its completeness
or accuracy. In additiou, information obtaiued fi•om a dat�base m1y not be as cu�reut as the information in the SDS availaUle
directly froin 3M
31VI USA SDSs are available at www.3M.com
:
`
Page 11 of 11
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Oa0 NS and 10U3 SL '�3� ��
FreP�otectian MeetsAPl�kage
Req�i¢em�rts
Pr+oduc� Data Shee� SOl1NDBARRIFA ELASI'OMERIC
1 . Product Description �� ���° ,
hSRC5fr2te+1 Mavemeart
WaIfA55em6fy CapabiGh'
3M�`Fire Batrier Water Tight Sealants I OOfl NS and 1003 SL are ready-to-nse,single component,nentral cure,silicone Wp�R B�p��
' sealants that cure upon exposure to atrnospheric humidity to fornl a flexible firestop seal.3M"'Fire Barrier Water Ti�ht �
Sealan�s heip contral the spread of fire,smake and noxioas gasses before,during and afier expos�ue to a fire when installed � �
Y in�accordance with a listed through penetration or fue-resistive jaint assernbiy. �g��9
ULWaterlEalq�e
3TXi' Fire}3arrier Water Tight Seaiant 1 Q04 NS is a non-slunip firestop used primarily on vcrtical sttrfaces while 3M"Fire
Bamer Water Tight Sealant 1003 SL is a seif-leveling firestop ideal for floor applicarions.Thcse firestop seatants aiso meets ��.pss�F�F'o .
UL Water Lelkage Test,W Rating—Class 1 requirements for systems tested and listed in accordance with ANSI/[JL 1479 u�
B th products are etastameric,are ready-to e�se and exhibit esceIlent weatherability. � •
Fu i,van aa ravm nu�
lOQO NS and 1Q43 SL �Li ht Gra �A�"EMJOPITSYSTEMSANO
'- . �� g Y nwa�x.rEr�mnnoxw�srars+s��r.+s
�u�Aae�,wce ou�crrnrr
8R57
- ' ,if SYG7EMfAMPATI6LE Product Features �o �
i ~'m;!�,�„�.,b,�° •Firestop tested np to 3 honrs in �Excellent ad(iesion � r-..r �, �`�
;, ; _.'.:'°�-t#=: ---� - accardance with AS1'M�814 •Re-enterable/repairable tntertek usr�o
��T: `` `' /ITL1479}&CANIULGSItS •Excellent�veathenbili}�� F"`�Y°ro�"�""'
��2� .: 1 J `l Fl(iESNPSYSiH+iS MJ.7ERLS,^>
.�. �-�`:, s;_._,-,,::,�;-- SEEPffEftfIXD61ECfOM 8fl57
� �:.�: �`�` •Joint 3ystem Fire Resistance tested upon cure
�rt a,�. � _;, 1
}�--......�rt�: a �' in aeeordance with ASTM E 1466 •Paintable�vith pnmer � Y
a»n�.u�*,�-,,
'�-����� "`""'`"�gy ; (I7L 2079}&CANItTLC-St I5 •Helps minimize sound transfer*
� J ��� ' '� •Meets IJL Water Leakage Test, •Halogen-free,law VOC**
S� .. .�;,.
,� ;`a:� ''�= , W R a k i n g—C l a s s I re t�u i r e m e n t s •E x c e 1 1 e n t c a u l k r a t e—
� "�>';�: �: •Compression/axtension capabiliry app(ied�vith conventional
���- '�.����„„ ��
�ri��"�� of t 3 J°lu ca2ilking equipment
"`Minimize,r noise h�a�ujer--STGRating�/'SG ti��hen tested in STC 56-rate�f�G�a!!usseinbly.
NigYrperfotmance sifiCone seai8nt provides �*C'cmrptics x•ifh t17e itifrut of LE�D�NGEQ Cr�etlit 4 I forLmi�Gr»iuing tLfate3•icrls.Rdkesii�es artdSrnlants,contnirrs<��0�=Il.
a barrier against fire,water and sound YOC cnntetus(Icss H�Q and exrmpt solver2c per SCAQ�LID Rul�I168).
{
G. Ap p I i eati o ns 3M"Fire Bairier Water Tight Sealant I OOONS and 3M"Fire Barrier Water Tight Sealant 1003SL are Yised
to firestop blank openings,dynamic�nd static construetion joints and die following penetrarin�items that pass throu�h fire-rated flaor or wall assemblies.
nietal(ic pipes,non-metaIlic p�pes,cabtes,cable tray,insutated pipes,cambos and other miscellaneous mechat�ical penetrations.For vertical firestop applications
' u�e 3M"Fire Bairier Water Tiaht Sealant 1000 NS(non-sliunp)and far liorizonli�l applications use 3M"'Fire Banier Water Tight Sealant]003 SL(self-levelin�).
I
y �. Specifications 'I�picallySpecifiedMasterFormat(2004)
� Section 01 S4 00-Firestoppino
3�v1"Fire Tiarrier Water Tight Sealant]000 NS and 1003 SL nre ready-to-use, ge�dted Sections
smgle component,neuh•al cnre,non-slumping(1000 NS)or self-leveling(1003 Section�7 27 00-Air Bacriers
S�,),silicone sealants.The seal-ants shall be listed by independent test ageneies Section 07$416-Annutar Space Protectian
s'�ch as UL,ULC,Intertek or FM.3M'"Fire}�amer Water Tight Sealants 1000 5ection 07 R4 43-Fire-Resistant Joint Scalants
S and 1003 SL shali be tested to ancl pass the criteria of ASTM E 814(tJL 1474} Section 47 S6 00-Smoke Seals
S andard Test Method for Fire Tests of Penetration Firestop Systems,ASTM E Section 07 S7 00-Smoke Containment Barrier�
1 66(UL 2079)Standard Test Method for Fire Resistive Joint Systems,CAN/ ��ction 07 92 l3-�lastomeric Joint Sealants
LC-S I t 5 Standard Method of Fire Tests of Firestap Systems.These sealants
Section 07 9219-Acoiistical Joiat Sealants
i Section 21 00 00-Fire Suppression
sl�all meet UL W-Rating Class 1 requirements for wateitightness.3M"Fire Section?2 00 00-Plumbing
Barrier Water Tight Sealant I OOQ NS and 1003 SL shali rneet the requirements Section 23 OQ 00-Hearing,Venrilating and Air Conditioning{1-NAC)
ofNEC(NPPt170),IBC,IFC,IRC,NBCC,NFPt�I QI and NPPA 5000. Section?6 00 00--Glectrical
For technical suppprt relating to 3M'"Fire Protection Products and Systems,eall:1-8U0-328-1687
Fi r more informa6on on 3M'",fire Pratecfion Products,visi#:www.3M.comJfirestop
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4. Performance &Typical Physical Properties
Color: Light Gray Hardness(ASTM C 66 Shore A): 2�25(1000 NS)
Elongation at Break(ASTM D 412): 600% _ 10-15(1003 SL)
Service Temperature Range: -60°F to 300°F(-51°C to 149°C) , Tensile Strength: 85 psi(0.59 MPa)
STC(ASTM E 90 and ASTM E 4l3): 56 when tested in STC 56 rated�vall VOC Less H:O and Exempt Solvents: <250g/L
assembly Cure:Under typical cure iate conditions of 77°F(25°C)and 50%RH,sealaut becomes
Surface Burning(ASTM E 84 Mod): Fl�une Spread 0,Smoke Development 0 tack-free in about ten minutes,dry-to-touch in 30 to 60 minures and obtains full-cure
- adhesion in 14-21 days.Full cive depencLc upon abient conditions and voltune of sealant.
Typical ciue rate is approsimately 1/R inch(3uvn)per day.
Unit Voliune:]0.1 fl.oz.tube(298.7cc,IS.2 in'),20 fl.oz.saasa;c(591.Scc,36.1 in.'),4.S gal.pail(.017m',1039.5 in.')
N/ecls the intent ofLEEU°VOC environmuulal quulity req��iren7entc.
5. Packaging, Storage, Shelf Life
Packaging: Product packaged in cartridge or pail is enclosed in HDP�plastic containers,sausage is packaged in lluminum foil wrap.
Storage: 3M`"Fire Barrier Water Tight Sealants should be stored indoors in dry conditions behveen 40°F and 90°F(4°C and 32°C). `
Avoid repeated fi•eeze/thaw exposures of the 3M'"Fire Batrier Water Tight Sealants while still in the packa�ing.
Shelf Life: 3M"Fire Bairier Water Tight Seallnt 1000 NS and 1003 SL she]f life is 18 months m oiiginal unopened containers _
from date of packaging when stored between 40°F and 90°F(4°C and 32°C).Normal stock rotation is recommended.
Lot numbering:First to s�cth digit=Date of Production(MMDDYY),Scvettth indicator=dash symbol(-),Eighth digit=shit�number
Coi:s:�lt n 3MAirlhorized Fire Pr•otectro��Products IJistributor/Dealer or Sales Reprrsentatii�e for
6. InstallationTeehniques ApplicableUL,cUL, ULC,Lnertekorollrerlhircl�rn�lyclrmvingsnndsystemdetails.
Prepacatory Work: The surface of the opemng and any penetrating items should be clean and free of dirt and debris to allow for the proper adhesion of 3M"Fire
Ban-ier Water Ticht Sealant.Do not use alcohol to clean surfaces m penetration or joint opening,instead use a commercial solvent such as
mineral spirits,xylcne,toluene or methyl ethyl ketone(M�K).Ensnre that the surface of the substrates are not wet and are frost free.Sealant
can be mst�llled with a standard caulking gun,pncumaric pumping equipment or it can be easily applied witli a putty knife or trowel.
Installation Details: Install the applicable depth of Uacking material,if required,as detailed within the applicable UI,,cUL,iJLC,Intertek or other third-party listed
system.Cut the end of the 3M'"'Fire Barricr Water Tight Sealant tube spout to achieve the desired beadwidth.Install the applicablc depth of
3M"Fire Banier WaterTight Sealant into the opening flush witli the surface of the subsh-ate,or as detailed within the applicable listed system,at
the required depth for the assembly and rating that is specified.Tool within 5 minutes.Clean a(I tools immediate]y after use with a commercial
solvent such as mineral spirits,xylene,toluene or methyl ethyl ketone(MEK).
Limitations: Do not apply 3M"Fire Bamer Water Tight Sealants 1000 NS or]003 SL(Note:once applied,sealant may be exposed to intennittent water—
exhibits excellent weatherability when fully cured)or tiost-coated,in unvented spaccs where sealant is not exposed to ahnosphenc moisture,
in areas where abrasion or physical abuse of the sealant are]ikely and/or whcre pamting of sealant is required.Do not apply 3M"'Fire Banier
Water Ti;ht Sealants]000 NS oc 1003 SL to polycarbonates or to buildmg mateiials that bleed oil,plasticizers or solvent(e.g.impregnated
wood,oil-based sealants,or green or partially wlcauized rubber).
Note:In confined cure conditions there may be discoloration of brass,copper or other sensitive metals.
7. M ai nten an ee No maintenance should be required when inst�llled m accordance with the applicable UL,Intertek,FM or other third-party listed
system.Once mst��lled,if any section of the 3M'"Fire Bamer Water Tight Sealant is damaged,the following procedure will apply remove and reinstall thc damaged
section in accordance with the applicable listed system,with a minimum 1/2 in.(12.7mm)overlap onto tlie adjacent material.
8. Avai I ab i I ity 3M'"Fire Barrier Water Tight Sealant 1000 NS and 1003 SL are available from 3M Authonzed Fire Protection Products
Distributors and Dealers in 10 1 fl.oz.cat�hidges(12/case},20.0 oz.sausages(l2/case)and 4.5 gallon pails(1/case);light gray-colored sealant For ldditional technical ,
and purchasing infonnation regarding 3M Fire Protection Products,please call:1-800-328-1687 or visit w�vw.3M.com/firestop.
9. Safe H an d I i n g I nfo rm ati o n Con,cult p�•oducl Nlatericrl Sa(ety Dnta Sheet(NISDS)prior to handling and clis�osnl.
Important Notice to User: I
Technical Information:The technical information,recommendations and other statements contained in this document are based upon tests or experience that 3M believes are �
reliable,hut the accuracy or completeness of such information is not guaranteed.Product Use:Many factors beyond 3M's control and uniquely within user's knowledge antl ,
conVol can affect the use and performance of a 3M product in a particular application.Given me variety of factors that can affect the use and performance of a 3M product,
user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for user's meUiod of application.Warranty
and Limfted Remedy:3M warrants that each 3M Fire Protection Product will be free from defects in material and manufaciure for 90 days from the date of purchase from
3M's authorized distributoc 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES,INCLUDING ANY IMPLIED WARRANiY OF MFRCHANTABILffY OR FffNESS FOR A
PARTICUTAR PURPOSE.If a 3M product does not conform to this warranry,the sole and exclusive remedy is,at 3M's option,replacement of the 3M product or refund of the
purchase price.Limitation of Liahility:Exceptwhere prohibited by law,3M will not be liable for any loss or damage arising from the 3M product,whether direct,intlirect,special,
incidental or consequenGal,regardless of ine legal theory asserted.
3M Building and Commercial
Services Division 3M is a trademark of 3M.Usetl under license in Canada.LEED is a trademark of U.S.Green Building Council Non-Profit Corporation.The FBC System
3M Center,Building 223-2N-21 Compatible logo indicates that a�3M product has been tested and is monitored on an on going basis to assure chemical compatibility with FlowGuard
St.Paul,MN 55144-1000 USA Gold ,BlazeMaster�and Corzan pipe antl fittings.FBC is a registered trademark and FlowGuard Gold,BlazeMaster and Corcan are trademarks of
Lubrizol Advanced Materials,Inc.O Lubrizol Advanced Materials,Inc.All other trademarks are the property of their respective owners.
1-800-328-1687
www.3M.com/firestop Please Recycle.Printed in U.S.A.OO 3M 2014.All rights reserved.Reference Number 98-0213-4330-0 RevB
� System No.C-AJ-1552
s June 25,2010
p F Rating-3 Hr
c T Rating-0 Hr
� W Rating-Class i(See Item 4)
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SECTION A-A
1 Floor or Wall Assembly-Min 2-1/2 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 ka/m')concrete.
Floor assembly may also be coiistructed of any min 6 in.(152 mm)tliick UL Classified hollow-core Precast Concrete Units*.Wall may also
� be consh-ucted of any UL Classified Concrete Blocks*.Max diam of opening 26 in.(660 mm)in solid concrete or concrete blocks.Max
� diam of opening in floor constructed of hollow-core precast concrete units is 7 in.(178 nml).
O
Q See Concrete Blocl:s(CAZT)and Precast Concrete Units(CFTV)categories in Fire Resistance Directory for names of inanufacturers.
C1� 2 Steel Sleeve-(Optional)-Nom 26 in.(660 mm)diam(or smaller)Scliedule 10(or lieavier)steel sleeve cast or grouted into slab,flusli with
� Uottom of floor.Sleeve may extend a max of 2 in.(51 mm)above top surface of floor or both surfaces of wall.
(D 3 Through-Penetrant-One metallic pipe or tubing installed conceutiically or eccentrically within opening.Annular space between penetrant
�' and sleeve or periphery of opening shall be min of 0 in.(0 mm,point contact)to inax 1-3/8 in.(35 mm).Penetrant to be rigidly supported on
bodi sides of floor or wal]assemUly.The following types and sizes of penetrants may be used:
A. Steel Pipe-Nan 24 in.(610tntn)diam(or smaller)Schedule 10(or heavier)steel pipe.
B. Iron Pipe-Nom 24 in.(610 inm)diam(or smaller)cast or ductile iron pipe.
C. Conduit-Nom 6 in.diam(152 mm)(or smaller)steel conduit or tiom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing.
D. Copper Tubing-Nom 6 in.(152 mm)diam(or sinaller)Type L(or lieavier)copper tubing.
E. Copper Pipe-Nom 6 in.(152 mm)diatn(or smaller)Rcgular(or heavier)copper pipe.
4. Fill,Void or Cavity Materials*-Caulk or Sealant-Min 1-1/2 m.(38 mm)thickness of caulk applied within the annulus,flush witl�
� bottom or top surface of floor or with botli surfaces of wall or hollow-core floor.
p 3M COMPANY-CP 25WB+,IC 15WB+caulk or FB-3000 WT sealant
n Note:W Rating applies only when FB-3000 WT is used.
�p *Bearing the UL Classificatiai Mark
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� Reprinted from tlie Online Certifications Directory with permission from Undei�vriters Laboratories Inc.
Copyright�2010 Underwriters LaUoratories Inc.� c �L us
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System No.W L-2264 N ',
November 20,2009 �
F Ratings—1 and 2 Hr(See Item I) �
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T Ratings—0,1 and 2 Hr(See Item 2) �
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SECTION A-A �'
— m ard/stud wall assemblies shall Ue constructed of the materials and in the manner
1. Wa11 Assembly The 1 and 2 hr fire rated gypsu Uo N
specified in Uie individuaL U300,U400 or V400 Seiies Wall and Partition Designs in die UL Fire Resistance Directory and shall inchide the N
following construcrion feattires: �
A. Studs—Wall framing may consist of eitlier wood studs or steel channel studs.Wood shids to consist of nom 2 by 4 in.(51 by 102 mm) c/�
lumber spaced 16 in.(406 mm)OC.Stcel shids to be min 3-1/2 in.(89 mm)wide and spaced max 24 m.(610 mm)OC. p
� B. Gypsum Board*—'Thickness,type,number of layers and fasteners as required in the individual Wall and Partition Design.Diam of �
opening shall be I in.(25 mm)larger than nom pipe diam. N
The hourly F Rating of the firestop system is equal to the hot►rly fire rating of the wall assembly in which it is installed.
2. Tlirough Penetrants—One nonmetallic pipe or conduit to be installed either conccntrically or eccentrically witliiii tlle firestop system.Tlie
annular space beriveen the pipe or conduit and pei�iphery of opening sh�ll be min of 0 in.(0 mm,point contact)to max 5/8 in.(16 mm).Pipe
or conduit to be rigidly supported on botli sides of wall assembly.The following types and sizes of nonmetallic pipes or conduits may be used.
A. Polyvinyl Chloride(PVC)Pipe—Nom 2 in.(51 itun)diam(or smaller).Schedule 40 solid core or cellular coce PVC pipe for use in
closed(process or supply)or vented(drain,waste or vent)piping systems.
B. Chlorinated Polyvinyl Chloride(CPVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)SDR13.5 CPVC pipe foruse in closed(process
or supply)piping systems. �
C. Rigid Nonmetallic Conduit+—Nom 2 in.(51 mm)diam(or smaller).Schedule 40 PVC conduit installed in accordance witli the
National Electrica]Code(NFPANo.70). �
D. Acrylonitrile Butadiene Styrene(ABS)Pipe—Nom 2 in.(51 mm)diam(or s�naller).Schedule 40 solid core or cellular core ABS pipe ;�
for use in closed(process or supply)or vented(drain,waste or vent)piping systems. �
The hourly T Rating of the firestop system is 0 Hr when pipes are used in vented(drain,�vaste or vent)piping systems.The hourly �
T Rating of the�restop system is equal to the hourly fire rating of the wall assembly in which it is installed when pipes are used in
closed(process or supply)piping systems.
3 Fill,Void or Cavity Materials*—Caulk or Sealant—Min thickness of 5/8 in.(16 mm)of caiilked applied within annulus between pipe or
conduit and periphery of the opening,flusll with Uoth surfaces of wall assembly.At the point contact location between pipe or conduit and
gypsum boarcl,a min 1/2 in.(l3 mm)di�iin bead of caulk or putty shall be applied at the pipe or conduiUgypsum Uoard interface ou botli
surfaces of wall asscmbly.
3M COMPANY—FireDam 150+,CP 25WB+,IC 15WB+caulk or FB-3000 WT sealant.
(Note:CP 25 WB+and FireDam 150+not suitable for use with CPVC pipes.)
*Bearmg the UL Classification Mark
Reprinted from tlie Online Certifications Directory with pern�issio�i from Undenvriters Laboratories Inc.
Copyright �O 2011 Undeiwnters Laboratories Ine.�
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� System No.W L-2299
�- May 19,2005
p F Ratings—1&2 Hr(See Item 1)
C T F�lting—0 Hr
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1. Wall Assembly—The 1 or 2 hr fire rated gypsum board/stud wall assemUly shall be conshucted of the materials and in the manner described
in the individual U300,U400 or V400 Series Wall or Partitioti Design in tlie UL Fire Resisl�lnce Directory and shall include the following
N constniction features:
OO A. Studs—Wall framing may consist of either wood studs or stee]channel studs.Wood studs to consist of nom 2 in.by 4 in.(51 mm by 102
� mm)IumUer spaced 16 in.(406 mm)OC.Steel studs to Ue min 3-1/2 in.wide(89 mm)spaced max 24 in.(610 mm)OC.
� B. Gypsum Board*—The gypsum board type,tliickness,number of layers,fastener type and sheet orientation shall be as specified in the
�p individual U300 or U400 Senes Design in the iJL Fire Resistance Directory.Max diam of opening is 3-1/2 in.(89 mm).
�' The l�ourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.
�' 2. Througlt Penetrants—Oite nonmetallic pipe or conduit installed eccenh-ically or conceittrically within opening.Annular space between
penetrant and peripl�ery of opening to be min 0 in.(point contact)to max 1-1/8 in.(0�mn to max 29 mm).Penetrant to be rigidly supported
on both sides of wall.The following types and sizes of penetratits may be used.
A. Polyvinyl Chloride(PVC)Pipe—Nom 2 in.(51�mn)diam(or smaller)Schedule 40 solid core or cellular core PVC pipe for use in
closed(process or supply)or vented(drain,waste or vent)piping system.
B. Cl�lorinated Polyvinyl Chloride(CPVC)Pipe—Nom 2 in.(51 mm)diam(or smaller)SDR13.5 CPVC pipe for use in closed(process
or supply)piping systems.
C. Rigid Nonmetallic Conduit+—Nom 2 in.(51 mm)diam(or smaller)Schedule 40 PVC conduit installed in accordance withArticle 347
of the National Elecri�ical Code(NFPA No.70).
� D. Acrylonitrile Butadiene Styrene(ABS)Pipe—Nom 1-1/2 in.(38 mm)diam(or smaller)Schedule 40 solid core or cellular coreABS
� pipe for use in closed(process or supply)or vented(drain,waste or vent)piping systems.
� E. Electrical Nonmetallic'Ilibing(ENT)+—Nom I-1/4 in(32 mm)diam(or smaller)ENT installed in accordance with Article 33 I of the
e National Elechical Code(NFPA No.70).
3 See Electrical Nonmetallic Tubing(FKHU)category in the�lecri7cal Construction Materials Directory for names of manufacturers.
3. Fill,Void or Cavity Material*—Caulk or Sealant—Miu 5/8 in.(l6 mm)thickness of caulk applied within amiulus,flush with Uoth
surfaces of walL Min 1/4 in.(6 mm)diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides
of wall.
3M CONIPANl'—IC 15WB+,CP 25WB+caulk or FB-3000 WT sealant
(Note:CP 25WB+not swtable foruse with CPVC pipes.) ,
i Bearing the UL Classification Marking
+Bearing the UL Lisring Mark
Reprinted from the Online Certifications Directoiy with permission from Undeiwriters Laboratories Inc.
i Copyright OO 2011 Undenvriters Laboratories Inc.� I
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311A Fire Protection Prod"ucts ` �� � r P�odo�t sopPort u�e �
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CALCULATION SUMMARY
Project Name:Summerset Apartments Project Location: 6627 Fort Kings Road
Drawing No.: City: Zephyrhills, FL
Design Areas
Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To
Name (Model) Application Source Density Pressure Flow Heads Streams � Source
�ftZ) �9Pm) �PS�) �9Pm/ftZ) �PS�) �9Pm) #' �9Pm) �PS�)
1 Demand (HW) Residential 600 70,1 Required 0.052 12 17 4 0 12.2
50.7
2 Demand (HW) Residential 600 69.6 Required 0.052 12 17 4 0 15.1
47.9
3 Demand(HW) Residential 600 75,g Required 0.052 12 17 4 0 8.5
54.4
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 � r Copyright O 2oo2-zo12 Tyco Fire Protection Products � ., Page 1
, i
HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Summerset Apartments
Contract No.: City: Zephyrhills, FL
' Project Location: 6627 Fort Kings Road Date:4/12/2016
Contractor Information
Name of Contractor: Swanson Fire Protection
Address: 2220 County Road 210 City: Jacksonville,, FL 32259
. Phone Number: 904 529 5257 E-mail:
Name of Designer: FPG
" Authority Having Jurisdiction: Local
Design
Remote Area Name 1
Remote Area Location Fourth Floor
Occupancy Classification Residential
Density(gpm/ftz) 0.052
Area of Application(ft2) 600
Coverage per Sprinkler(ft2) 324
Number of Calculated Sprinklers 4
In-Rack Demand(gpm) 0
Special Heads
Hose Streams(gpm) p
Total Water Required(incl.Hose Streams)(gpm) 70.1
Required Pressure at Source(psi) 50.7
Type of System Wet
� Volume-Entire System (gal) 984.1 gal
Water Supply Information
' Date 03/21/2016
Location City Connection
Source W
Note�s
, � File:D•\DWG\16035\Dwgs\FP2.dwg
, Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 2
i �
Job:Summerset Apartments Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 1
(nntimi�pd Hvdraulic Simnlifipol
�•
�s
.��-�r
.�'�
�. --__ -
�.�= -
--=_-� ..-0-=--_
_�.-=- _- =-
_-_= t==-= - __ _____-
�.=., _ -- _=== _ -----
_�---- �__-- -
�" "� �-.;,-_
�,:--- •,..
__- `��� a...� �-� ---
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_ - �� ._� ._� �,-.;_.:
. �,. � �
�°�' �` -,�'°���.- -
`�.� __,�=.� ��-
..�, _� _
o. �; _
File:D•\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products � Page 3
M �
Job:Summerset Apartments
Hydraulic Analysis for : 1
Calc�lation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F(15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ftz) N/A for Hazen-Williams calculation.
Water Supply Parameters
Supply 1 :W Flow m Pressure si
0 63
1220 54
Supply Analysis
Static Pressure Residual Flow Available Total Demand Required Pressure
Node at Source Pressure Pressure
� �ps�� �PS�) (9Pm) �ps�� �9Pm) �PS�)
W 63 54 1220 63 70.1 50.7
Hoses
Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkler Flow(gpm) 70.1
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
Total Sprinkler Flow(gpm) 70.1
Other
Required Margin of Safety(psi) 0
� BOR1 -Pressure(psi) 45.5
BOR1 -Flow(gpm) 70.1
Demand w/o System Pump(s) N/A I
File:D:\DWG\16035\Dwgs\FP2.dwg li
Date 4/21/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 4
Job:Summerset Apartments
Hydraulic Analysis for : 1
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 5
• c � •
Job:Summerset Apartments
Hydraulic Analysis for : 1
Graph Labels
Label Description Values
� Flow (gpm) Pressure (psi)
S1 � Supply point#1 -Static 0 63
S2 � Supply point#2-Residual 1220 54
D1 � Elevation Pressure 0 17.7
D2 � System Demand 70.1 50.7
� Cunre Intersections & Safety Margins
Curve Name Intersection Safety Margin
, Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
Supply 62.9 83.1 12.2 70.1
Open Heads
, Required Calculated
Head Ref. Head Type Coverege K-Factor
Density Flow Pressure Density Flow Pressure
�ftZ) �9Pm/PsiYz) �9Pm/ftz) (9Pm) �PSO �9Pm/ftZ) �9Pm) (PS�)
A1 �verhead 324 4.9 0.05 16.2 12 0.053 17.2 12.3
I Sprinkler
AZ Overhead 324 4.9 0.05 16.2 12 0.055 17.8 13.2
I Sprinkler
A3 Overhead 324 4.9 0.05 16.2 12 0.056 18.1 13.6
I Sprinkler
Ai Spe kletl 324 4.9 0.05 16.2 12 0.052 17 12
I
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 6
Job:Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
• Node Data
Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
ft psi gpm gpm/psi'/z gpm psi
0001 38.91 NODE 12.5
0002 38.91 NODE 12.8
0010 38.91 NODE 13
0014 38.91 NODE 14.7
0016 38.91 NODE 14.8
0019 38.91 NODE 16.1
0020 38.91 NODE 18
0024 38.91 NODE 18.2 -
0026 28.88 NODE 23.5
0028 38.91 NODE 18.4
0031 19.04 NODE 28
0037 9.17 NODE 32.7
0041 9.17 NODE 32.9
0061 9.17 NODE 34.9
0062 9.17 NODE 34
0063 9.17 NODE 35.6
0065 9.17 NODE 37.3
0067 9.17 NODE 38.7
0068-I 6.42 NODE 41
0068-0 6.98 NODE 39.8
0069-I 5.39 NODE 41.8 I
0069-0 5.53 NODE 41.4
0071 4.5 NODE 43
0077-I 9.17 NODE 41.1
0077-0 9.17 NODE 41.1
� 0388-I 4.56 NODE 44
0388-0 5.37 NODE 43.4
0389-I 2.65 NODE 44.8
0389-0 3.03 NODE 44.6
0391 -3 NODE 47.3
1407 28.88 NODE 24.5 �
1408 19.04 NODE 28.9 I
1599 28.88 NODE 23.8 �
1603 28.88 NODE 23J �
1136 9.17 NODE 37.2
1205 19.04 NODE 29
1206 28.88 NODE 24.7
1268 38.91 NODE 19.9
1305 38.91 NODE 18.3
1410 19.04 NODE 28.9
1489 19.04 NODE 28.2
1768 28.88 NODE 24.4
2436 9.17 NODE 32.8
2457 38.91 NODE 13.4
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 CopyrightO2002-2012 Tyco Fire Protection Products Page 7
Job•Summerset Apartments Hydraulic Calculations/Fluid Delivery.Time Analysis
Node Data
Node�k Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
I ft psi gpm gpm/psi�/z gpm psi
1847�� 28.88 NODE 23J ,
19551 19.04 NODE 28.3 �,
1959, 19.04 NODE 28.2 �i
2390I 38.91 NODE 13.9 i�
A1 I 37J4 HEAD 12.3 17.2• 4.9 16.2 12 �
A2 I 37.74 HEAD 13.2 17.8 4.9 16.2 12
A3 I 37.74 HEAD 13.6 18.1 4.9 16.2 12
' A4 I 37.74 HEAD 12 17 4.9 16.2 12
BORlI 1 NODE 45.5
UG1-I -3 NODE 47.3
UG1-O -3 NODE 47.3
UG2 I -3 NODE 47.3
UG3-I -3 NODE 50.7
UG3-O -3 NODE 47.3
UG4-I -3 NODE 50.7
UG4-O -3 NODE 50.7
W I -3 SUPPLY 50J -70.1
I
�
� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 8
�
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
A4 37.74 4.9 17 .75 lx(BM.Tee-Run)=1 5.67 150 12
0010 38.91 17 0.874 1x(BM.Tee-Br)=3 4 0.154 -0.5
9.67 1.5
0010 38.91 2.2 .75 ix(BM.Tee-Run)=1 3.63 150 13
0014 38.91 19.2 0.874 lx(BM.90)=4 5 0.1933 0
8.63 1.7
0014 38.91 0 1.5 ix(BM.Tee-Run)=1 9.59 150 14.7
0016 38.91 19.2 1.598 lx(BM.90)=8 9 0.0102 0 -
18.59 0.2
0016 38.91 26.6 1.5 2x(BM.Tee-Run)=2 14.46 150 14.8
0019 38.91 45.8 1.598 lx(BM.90)=8 10 0.0512 0
24.46 1.3
0019 38.91 24.3 1.5 lx(BM.Tee-Br)=8 8.71 150 16.1
0020 38.91 70.1 1.598 8 0.1127 0
16.71 1.9
0020 38.91 -22.7 1.5 lx(BM.Tee-Run)=1 12.25 150 18
0026 28.88 47.4 1.598 1x(BM.90)=8 9 0.0546 4.3
21.25 1.2
0026 28.88 -14.8 1.5 ix(BM.Tee-Run)=1 9.83 150 23.5
0031 19.04 32.6 1.598 1 0.0273 4.3
10.83 0.3
0031 19.04 -13.5 1.5 5x(BM.Tee-Run)=5 27.25 150 28
0037 9.17 19.1 1.598 1x(BM.90)=8 13 0.0101 4.3
40.25 0.4
0037 9.17 -1.5 1.5 4x(BM.Tee-Run)=4 12.48 150 32.7
0041 9.17 17.6 1.598 4 0.0087 0
16.48 0.1
0041 9.17 1.5 1.5 20x(BM.Tee-Run)=20 87.54 150 32.9
0062 9.17 19.1 1.598 20 0.0101 0
107.54 1.1
0062 9.17 32 1.5 1x(BM.Tee-Br)=8 7.15 150 34
0061 9.17 51.1 1.598 8 0.0627 0
15.15 0.9
0061 9.17 19 1.5 2x(BM.Tee-Run)=2 4.41 150 34.9
0063 9.17 70.1 1.598 2 0.1127 0
6.41 0.7
0063 9.17 -4.6 1.5 2x(BM.Tee-Run)=2 14.99 150 35.6
0065 9.17 65.5 1.598 2 0.0995 0
16.99 1.7
0065 9.17 4.6 1.5 1x(BM.Tee-Run)=1 5.11 150 37.3
0067 9.17 70.1 1.598 1x(us.90)=5.82 6.82 0.1127 0
11.94 1.3
0067 9.17 0 2 lx(coupling)=1.23 2.19 120 38.7
0068-0 6.98 70.1 2.157 1.23 0.0395 0.9
3.42 0.1
0068-0 6.98 0 2 0.56 0 39.8 CV-1 FR
0068-I 6.42 70.1 0 0 1.7332 0.2 Check
0.56 1 ***
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 9
Job•Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
I
K-F 2 -
Node 2 Elev 2 actor Total flow (Q) Actual ID quantity x (name) - length F Pf per ft elev (Pe) NOTES
I T frict(Pf)
I (ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi) �
Pathl No: 1
0068�I 6.42 0 2 ix(coupling)=1.23 0.82 120 41
0069�O 5.53 70.1 2.157 1.23 0.0395 0.4 ,
2.05 0.1 I
0069�O 5.53 0 2 0.14 0 41.4 BtfIyJMA '
� 0069i I 5.39 70.1 0 0 2.1778 0.1 ***
0.14 0.3
0069�I 5.39 0 2 ix(us.Tee-Br)=12.31 2.41 120 41.8
" 0071 4.5 70.1 2.157 lx(us.90)=6.15 18.46 0.0395 0.4 '
20.87 0.8 �
0071 4.5 0 4 lx(coupling)=1.32 12.53 120 43
0077i 0 9.17 70.1 4.26 ix(us.90)=13.17 40.82 0.0014 -2
1x us.Tee-Br =26.33 53.34 0.1
0077�0 9.17 0 4 0.38 0 41.1 BFV-N
0077i I 9.17 70.1 0 0 0.0559 0 ***
0.38 0.0
0077�I 9.17 0 4 lx(coupling)=1.32 369.85 120 41.1
0388i O 5.37 70.1 4.26 4x(us.90)=52.67 106.65 0.0014 1.6
2x us.Tee-Br =52.67 476.51 0.7
0388�O 5.37 0 4 0.8 0 43.4 CV-1 FR
0388�I 4.56 70.1 0 0 0.2378 0.3 Check
I0.8 0.2 ***
0388�I 4.56 0 4 ix(coupling)=1.32 1.53 120 44
0389i O 3.03 70.1 4.26 1.32 0.0014 0.7
2.85 0
0389�O 3.03 0 4 0.38 0 44.6 BFV-N
0389i I 2.65 70.1 0 0 0.0559 0.2 *** '
0.38 0.0
0389�I 2.65 0 4 ix(coupling)=1.32 1.65 120 44.8 �
BOR� 1 70.1 4.26 1.32 0.0014 0.7
� 2.97 0 '
BOR� 1 . 0 6 lx(us.Tee-Br)=37.72 4 120 45.5
0391 -3 70.1 6.357 37.72 0.0002 1.7
41J2 0
0391 -3 0 6 ix(coupling)=1.53 19.8 150 47.3 I
UG1-0 -3 70.1 6.08 1.53 0.0002 0 �
I 21.33 0
UG1-i0 -3 0 6 0.88 0 47.3 Gate A2360
UG1-I -3 70.1 0 0 0.0009 0 ***
� � 0.88 0
UG1- -3 0 6 lx(u5.90)=21.4 1.49 150 47.3
UG2 -3 70.1 6.08 21.4 0.0002 0
22.89 0
UG2 -3 0 8 lx(coupling)=2.86 120.64 150 47.3
UG3-O -3 70.1 7.98 lx(us.90)=25.72 35.01 0.0000 0
� lx elbow.22.5 =6.43 155.65 0
UG3-i0 -3 0 8 4.38 0 47.3 Ames3000SS
UG3-I -3 70.1 0 0 0.7868 0 ***
� � 4.38 3.4
I
I
I
I File:D:\DWG\16035\Dwgs\FP2.dwg
Date i/21/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 10
�
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
UG3-I -3 0 8 ix(coupling)=2.86 81.76 150 50.7
UG4-0 -3 70.1 7.98 lx(us.90)=25.72 28.58 0.0000 0
110.33 0
UG4-O -3 0 8 0.96 0 50J Gate A2360 ,
UG4-I -3 70.1 0 0 0.0005 0 *** '
0.96 0
UG4-I -3 0 8 1.26 150 50.7
W -3 70.1 7.98 0 0.0000 0 `
1.26 0
W 50.7
Path No: 2 �
A1 37.74 4.9 17.2 .75 ix(BM.Tee-Br)=3 1.17 150 12.3
0001 38.91 17.2 0.874 3 0.1578 -0.5
4.17 0.7
0001 38.91 -8.4 .75 lx(BM.Tee-Run)=1 15.97 150 12.5
2457 38.91 8.8 0.874 lx(BM.90)=4 5 0.0454 0
20.97 1
2457 38.91 17.8 .75 ix(BM.Tee-Br)=3 1 150 13.4
0016 38.91 26.6 0.874 3 0.3538 0
4 1.4
0016 14.8
Path No: 3
A2 37.74 4.9 17.8 .75 lx(BM.Tee-Br)=3 1.17 150 13.2
2457 38.91 17.8 0.874 3 0.1685 -0.5
4.17 0.7
2457 13.4
Path No: 4
A3 37.74 4.9 18.1 .75 ix(BM.Tee-Br)=3 1.17 150 13.6
2390 38.91 18.1 0.874 3 0.1734 -0.5
4.17 0.7
2390 38.91 6.2 .75 1x(BM.Tee-Br)=3 4.46 150 13.9
0019 38.91 24.3 0.874 3 0.2993 0
7.46 2.2
0019 16.1
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 11
Job:Summerset Apartments Hydraulic Calculations
�I
� PIPE INFORMATION
i
PattiJ No: 5
0020i 38.91 0 1.5 4x(BM.Tee-Run)=4 15.15 150 18
0024� 38.91 22.7 1.598 4 0.014 0
I 19.15 0.3
0024� 38.91 -1.8 1.5 4x(BM.Tee-Run)=4 12.48 150 18.2
, 0028� 38.91 20.9 1.598 4 0.012 0
' 16.48 0.2
0028� 38.91 1.8 1.5 20x(BM.Tee-Run)=20 87.54 150 18.4
1268, 38.91 22.7 1.598 20 0.014 0
107.54 1.5
� 1268 38.91 -8 1.5 lx(BM.Tee-Run)=1 13.82 150 19.9
1407� 28.88 14.7 1.598 ix(BM.90)=8 17 0.0062 4.3
lx BM.Tee-Br =8 30.82 0.2
� 1407� 28.88 8.5 1.5 ix(BM.Tee-Run)=1 9.83 150 24.5 �
1408 19.04 23.2 1.598 1 0.0145 4.3 'i
10.83 0.2
1408� 19.04 8.8 1.5 1x(BM.Tee-Br)=8 13.66 150 28.9
I� 0062I 9.17 32 1.598 lx(BM.90)=8 16 0.0263 4.3
29.66 0.8
0062 34
Path;J No: 6
0026 28.88 0 1.5 5x(BM.Tee-Run)=5 17.37 150 23.5
1603, 28.88 14.8 1.598 ix(BM.Tee-Br)=8 13 0.0063 0
� 30.37 0.2
1603i 28.88 -1.2 1.5 4x(BM.Tee-Run)=4 12.48 150 23.7
1599; 28.88 13.6 1.598 4 0.0054 0
� 16.48 0.1
1599� 28.88 1.2 1.5 20x(BM.Tee-Run)=20 87.54 150 23.8
1768 28.88 14.8 1.598 20 0.0063 0
107.54 OJ
, 1768i 28.88 -6.3 1.5 2x(BM.Tee-Br)=16 3.79 150 24.4
1407i 28.88 8.5 1.598 16 0.0023 0
� 19.79 0.0
140j 24.5
� I
Path�No: 7
'I _ 0031' 19.04 0 1.5 5x(BM.Tee-Run)=5 17.37 150 28
i 1959 19.04 13.5 1.598 lx(BM.Tee-Br)=8 13 0.0054 0
i � 30.37 0.2
1959� 19.04 -1.1 1.5 4x(BM.Tee-Run)=4 12.48 150 28.2
` 1955j 19.04 12.5 1.598 4 0.0046 0
� 16.48 0.1
�
1955� 19.04 1.1 1.5 20x(BM.Tee-Run)=20 87.54 150 28.3
� 1410I 19.04 13.5 1.598 20 0.0054 0
107.54 0.6
1410� 19.04 -4.7 1.5 2x(BM.Tee-Br)=16 3.79 150 28.9
1408 i 19.04 8.8 1.598 16 0.0024 0
19.79 0.0
1408� 28,g
��
�
I i
; i File:D:\DWG\16035\Dwgs\FP2.dwg
i Date 4,/21/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 12
I
�
Job:Summerset Apartments ' Hydraulic Calculations '
� PIPE INFORMATION
Path No: 8
0037 9.17 0 .75 3x(BM.Tee-Run)=3 35.79 150 32.7
2436 9.17 1.5 0.874 2x(BM.Tee-Br)=6 21 0.0017 0
3x BM.90 =12 56.79 0.1
2436 9.17 0 .75 lx(BM.Tee-Run)=1 23.3 150 32.8
0041 9.17 1.5 0.874 1x(BM.Tee-Br)=3 4 0.0017 0
27.3 0.0
0041 32.9
Path No: 9
0063 9.17 0 .75 9x(BM.Tee-Run)=9 86.86 150 35.6
1136 9.17 4.6 0.874 2x(BM.90)=8 26 0.0135 0
3x BM.Tee-Br =9 112.86 1.5
1136 9.17 0 .75 ix(BM.Tee-Run)=1 8.67 150 37.2
0065 9.17 4.6 0.874 ix(BM.Tee-Br)=3 4 0.0135 0
12.67 0.2
0065 37.3
Path No: 10
0001 38.91 0 .75 lx(BM.Tee-Br)=3 4.09 150 12.5
, 0002 38.91 8.4 0.874 3 0.0421 0
, 7.09 0.3
0002 38.91 -2.2 .75 2x(BM.Tee-Run)=2 33.59 150 12.8
2390 38.91 6.2 0.874 ix(BM.90)=4 12 0.0239 0
2x BM.Tee-Br =6 45.59 1.1
2390 13.9
Path No: 11
' 0024 38.91 0 .75 lx(BM.Tee-Run)=1 11.83 150 18.2
1305 38.91 1.8 0.874 1x(BM.Tee-Br)=3 8 0.0024 0
1x BM.90 =4 19.83 0.0
1305 38.91 0 .75 3x(BM.Tee-Run)=3 47.26 150 18.3
0028 38.91 1.8 0.874 2x(BM.Tee-Br)=6 17 0.0024 0
2x BM.90 =8 64.26 0.2
0028 18.4
Path No: 12
1268 38.91 0 1.5 25x(BM.Tee-Run)=25 130.12 150 19.9
� 1206 28.88 8 1.598 lx(BM.90)=8 49 0.002 4.3
2x BM.Tee-Br =16 179.12 0.4
� 1206 28.88 6.3 1.5 1x(BM.Tee-Run)=1 9.83 150 24.7
1205 19.04 14.3 1.598 1 0.0059 4.3
10.83 0.1
1205 19.04 4.7 1.5 25x(BM.Tee-Run)=25 122.81 150 29
0061 9.17 19 1.598 lx(BM.Tee-Br)=8 41 0.0101 4.3
1x BM.90 =8 163.81 1.7
0061 34.9
' File:D:\DWG\16035\Dwgs\FP2.dwg
I
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 13
Job.Summerset Apartments Hydraulic Calculations
� PIPE INFORMATION
Path�No: 13
1603! 28.88 0 .75 1x(BM.Tee-Run)=1 11.83 150 23.7
1847; 28.88 1.2 0.874 1x(BM.Tee-Br)=3 8 0.0011 0
' lx BM.90 =4 19.83 0.0
�
1847' 28.88 0 .75 3x(BM.Tee-Run)=3 47.26 150 23.7
1599 28.88 1.2 0.874 2x(BM.Tee-Br)=6 17 0.0011 0
2x BM.90 =8 64.26 0.1
1599�! 23.8
io
Path�No: 14
a
1768 ; 2g.gg 0 1.5 3x(BM.Tee-Br)=24 120.09 150 24.4
1206 ; 28.88 6.3 1.598 24x(BM.Tee-Run)=24 48 0.0013 0
, 168.09 0.2
1206,' 24J
I
Path,�No: 15
1959 19.04 0 .75 ix(BM.Tee-Run)=1 11.83 150 28.2
� 1489. 19.04 1.1 0.874 ix(BM.90)=4 8 0.0009 0
� lx BM.Tee-Br =3 19.83 0.0
i 1489� 19.04 0 J5 3x(BM.Tee-Run)=3 47.26 150 28.2
1955 i 19.04 1.1 0.874 2x(BM.Tee-Br)=6 17 0.0009 0
� 2x BM.90 =8 64.26 0.1
,� 1955'I 28.3
� Path INo: 16
�
1410 ; 19.04 0 1.5 3x(BM.Tee-Br)=24 120.09 150 28.9
1205 19.04 4.7 1.598 24x(BM.Tee-Run)=24 48 0.0008 0
'� 168.09 0.1
1205� 2g
,�
Path�No: 17
0002 ! 38.91 0 .75 4x(BM.Tee-Run)=4 44.79 150 12.8
0010 38.91 2.2 0.874 2x(BM.Tee-Br)=6 14 0.0036 0
ix BM.90 =4 58.79 0.2
0030� 13
� * P�essures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 14.22 ft/s occurs in the following pipe(s): (0016-2457
)
I :
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this �eport, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
� loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
' are i irelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
' solel on the curve data.
,
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�
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'4 File:D•\DWG\16035\Dwgs\FP2.dwg
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Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 14
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Job:Summerset Apartments Device Graphs
Pressur�vs. Flor�rFunction
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Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 15
Job:Summerset Apartments Device Graphs
� F'r�ssur�Loss Funct�4ra
I D€�ign �,rea: 1; 11a�v� �e�'.: 3921 {Bt�ly,J��,�A, .Size=�j; Inlet P�ode: {}069-I; Out�et idode: �1Q6�-G
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' Date 4�/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 16
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� Job:Summerset Apartments Device Graphs
' Pressure Lass FuneEi�n
Design Area: '1; V�l�r� �e�:: 3�2� 4��v-ra, Si�e= 4�; Inl�t ��ode. {34Z7-I; dut1� �dc�de: QD77-C�
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design Ar�a: '1; V�I�e Ref.: 3926 {BFII-t�d, Size= 4�; Inlet Node: Q389-I; Outle# P�lade: 038S-�J
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 17
Job:Summerset Apartments Device Graphs
! �ressure Loss Functio�a
� Design 1�rea: "i; Va9ve F�e#.: 39��7 {CV-1 FF� Check, Size=�}; Infet 6°�ode: �388-I; {�utlet P�ode: Q3$8-Q
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� �esign Area: 1; Valve Ref.: 3928 (Gate A23�E0, Size= 6}; Inlet ���ode: UG1-I; Oudet P�ade: UG9-U
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Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 18
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Job:Summerset Apartments Device Graphs �I
�res��re Lass Fune�i�on
�e�ign �trea: '3; V�alve Ref.: 393Q [Gat�A2364, Size= ��; Iniet �ac�de: UG4-I; Ou�et C�tc�de: UG4-C}
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 19
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�
� HYDRAULIC CALCULATIONS
� for
Job Information
� Project Name:Summerset Apartments
iContract No.: City Zephyrhills, FL
I
iProject Location: 6627 Fort Kings Road Date:4/12/2016
Contractor Information
'I Name of Contractor. Swanson Fire Protection
j Address: 2220 County Road 210 City: Jacksonville,, FL 32259
i �� Phone Number: 904 529 5257 E-mail:
I
iName of Designee FPG
' i Authority Having Jurisdiction: Local
Design
i Remote Area Name 2
I
jRemote Area Location Fourth Floor
I
I Occupancy Classification Residential
I
� Density(gpm/ftz) 0.052
� Area of Application(ftZ) 600
Coverage per Sprinkler(ft2) 324
�
iNumber of Calculated Sprinklers 4
I In-Rack Demand(gpm) 0
� Special Heads
i
� Hose Streams(gpm) p
I
� Total Water Required(incl.Hose Streams)(gpm) 69.6
IRequired Pressure at Source(psi) 47.9
I Type of System Wet
„ i Volume-Entire System (gal) 977.8 gal
i
Wate,r Supply Information
` i Date 03/2U2016
Location City Connection
i Source W
Notes
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� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4%21/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 20
i� _ ,
Job:Summerset Apartments Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 2 '
((]ntimi�pd Hvrlraiilir_ Simnlifipol
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 21
„ , „ .
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I
Job:Summerset Apartments ,
�
� Hydraulic Analysis for : 2
Calculation Info
�
� Calculation Mode Demand
I Hydraulic Model Hazen-Williams
j Fluid Name Water @ 60F(15.6C)
I Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
i Fluid Dynamic Viscosity, (Ib•s/ftz) N/A for Hazen-Williams calculation.
i
Wate�Supply Parameters
' Supply 1 :W Flow m Pressure si
� 0 63
a
1220 54
Supply Analysis
� Residual Available
` Static Pressure Flow Total Demand Required Pressure
Node at Source Pressure Pressure
I �PS�) (PS�) (9Pm) �pSi� �9Pm) �PS�)
i) W 63 54 1220 63 69.6 47.9
�I
Hose�s
IInside Hose Flow/Standpipe Demand(gpm)
�
i Outside Hose Flow(gpm)
i
i Additional Outside Hose Flow(gpm)
I
� Other(custom defined) Hose Flow(gpm)
ITotal Hose Flow(gpm) .
�i
' Spri °klers
i
( Ovehead Sprinkler Flow(gpm) 69.6
i InRack Sprinkler Flow(gpm) 0
� Other(custom defined)Sprinkler Flow(gpm) 0
�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� Total Sprinkler Flow(gpm) 69.6
„ Othe�
�
I Required Margin of Safety(psi) 0
I
- j BOR1 -Pressure(psi) 42.7
I
� BOR1 -Flow(gpm) 69.6
i Demand w/o System Pump(s) N/A
i
�
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I
� .
� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 22
I
Job•Summerset Apartments
Hydraulic Analysis for : 2
,d ���ry �� sy�t��c�„ts�a
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�� ��. �:_.____�.._._. .________..�_.___..__.�__.._._,_� .____�..__._.r.__.._..___._.�._.__�_.__._.__..____�__ ____.__.__�__._.._�_
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.
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File:D:\DWG\16035\Dwgs\FP2.dwg
D2te 4/21/20'16 Copyright OO 2002-2012 Tyco Fire Protection Products E � Page 23
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Job:�Summerset Apartments
I Hydraulic Analysis for : 2
� (
,
Gra�h Labels
' I�abel Description Values
� Flow (gpm) Pressure (psi)
S1 i� Supply point#1 -Static 0 63
S2 j� Supply point#2-Residual 1220 54
�� D1 ;I Elevation Pressure 0 17.7
D2 �� System Demand 69.6 47.9
I� .
, Curve Intersect�ons & Safet Mar ins
�d y g
1� Curve Name Intersection Safety Margin
� Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) �
� Supply 62.9 86.5 15.1 69.6
�
I i
� Open Heads
�� Required Calculated
Heact Ref. Head Type Coverage K-Factor
�� Density Flow Pressure Density Flow Pressure
� (ftZ) �9Pm/Psi'/z) (9Pm/ft�) (9Pm) (PS�) (9Pm/ftZ) �9Pm) (PS�)
i
I�1 Overhead 324 4.9 0.05 16.2 12 0.053 17.2 12.3
Sprinkler
Overhead
BI2 324 4.9 0.05 16.2 12 0.052 17 12
� Sprinkler
Overhead
� Sprinkler 324 4.9 0.05 16.2 12 0.054 17.5 12.7
i
Overhead
B4 324 4.9 0.05 16.2 12 0.055 18 13.4
�I Sprinkler
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� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 24
Job:Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
I� Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
ft psi gpm gpm/psi'/z gpm psi
� 0022 38.91 NODE 15.3
0024 38.91 NODE 15.1
0026 28.88 NODE 21
0027 38.91 NODE 15.1
0028 38.91 NODE 15.1
0031 19.04 NODE 25.5
0037 9.17 NODE 30.1
0041 9.17 NODE 30.3 �
0061 9.17 NODE 32.2
0062 9.17 NODE 31.2
.
0063 9.17 NODE 32.9
0065 9.17 NODE 34.5
0067 9.17 NODE 35.9
0068-I 6.42 NODE 38.2
0068-0 6.98 NODE 37
0069-I 5.39 NODE 39
0069-0 5.53 NODE 38.6
0071 4.5 NODE 40.2
0077-I 9.17 NODE 38.3
0077-0 9.17 NODE 38.2
0388-I 4.56 NODE 41.1
0388-0 5.37 NODE 40.6
0389-I 2.65 NODE 42
0389-0 3.03 NODE 41.8
0391 -3 NODE 44.4
1407 28.88 NODE 21.7
1408 19.04 NODE 26.2
1599 28.88 NODE 21.2
1603 28.88 NODE 21.1
i 1136 9.17 NODE 34.4
i 1205 19.04 NODE 26.2 '
1206 28.88 NODE 21.9
1268 38.91 NODE 17.1 ,
1410 19.04 NODE 26.1
1489 19.04 NODE 25.6
1768 28.88 NODE 21.7
2418 38.91 NODE 12.1
2421 38.91 NODE 12.9
2436 9.17 NODE 30.2
1847 28.88 NODE 21.1
1955 19.04 NODE 25.7
' 1959 19.04 NODE 25.6
B1 37.74 HEAD 12.3 17.2 4.9 16.2 12
62 37.74 HEAD 12 17 4.9 16.2 12
I File:D•\DWG\16035\Dwgs\FP2.dwg
DBte 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 25
'
� I
Job.Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
( i
� ��
; Node Data
Nod�# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
J ft PS� 9Pm 9Pm/Psi�/z gpm psi
B3 II 37.74 HEAD 12.7 17.5 4.9 16.2 12
B4 jI 37.74 HEAD 13.4 18 4.9 16.2 12
BOR� 1 NODE 42.7
UG1�I -3 NODE 44.4
UG1�0 -3 NODE 44.4 ,
UG2� -3 NODE 44.5
UG3;y'I -3 NODE 47.9
i ' UG3�O -3 NODE 44.5
� UG4;I -3 NODE 47.9
, UG4-,p0 -3 NODE 47.9
W iI -3 SUPPLY 47.9 -69.6
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� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 26
� ��
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
B2 37.74 4.9 17 .75 ix(BM.Tee-Br)=3 1.17 150 12
2418 38.91 17 0.874 3 0.154 -0.5
4.17 0.6
2418 38.91 -6.9 .75 2x(BM.Tee-Run)=2 38.66 150 12.1
0028 38.91 10.1 0.874 2x(BM.Tee-Br)=6 12 0.059 0 �
lx BM.90 =4 50.66 3
0028 38.91 16.3 1.5 20x(BM.Tee-Run)=20 87.54 150 15.1
1268 38.91 26.4 1.598 20 0.0185 0
� 107.54 2
1268 38.91 -8.9 1.5 1x(BM.Tee-Run)=1 13.82 150 17.1
1407 28.88 17.6 1.598 1x(BM.90)=8 17 0.0087 4.3
1x BM.Tee-Br =8 30.82 0.3
1407 28.88 6.9 1.5 1x(BM.Tee-Run)=1 9.83 150 21.7
' 1408 19.04 24.5 1.598 1 0.0161 4.3
10.83 0.2
1408 19.04 7.8 1.5 lx(BM.Tee-Br)=8 13.66 150 26.2
0062 9.17 32.3 1.598 ix(BM.90)=8 16 0.0269 4.3
29.66 0.8
0062 9.17 18.1 1.5 1x(BM.Tee-Br)=8 7.15 150 31.2
' 0061 9.17 50.5 1.598 8 0.0613 0
15.15 0.9
' 0061 9.17 19.1 1.5 2x(BM.Tee-Run)=2 4.41 150 32.2
, 0063 9.17 69.6 1.598 2 0.1111 0
6.41 0.7
' 0063 9.17 -4.5 1.5 2x(BM.Tee-Run)=2 14.99 150 32.9
� 0065 9.17 65 1.598 2 0.0981 0
16.99 1.7
0065 9.17 4.5 1.5 1x(BM.Tee-Run)=1 5.11 150 34.5
0067 9.17 69.6 1.598 lx(us.90)=5.82 6.82 0.1111 0
11.94 1.3
0067 9.17 0 2 lx(coupling)=1.23 2.19 120 35.9
0068-0 6.98 69.6 2.157 1.23 0.039 0.9
3.42 0.1
0068-0 6.98 0 2 0.56 0 37 CV-1 FR
0068-I 6.42 69.6 0 0 1.7208 0.2 Check
0.56 1 ***
0068-I 6.42 0 2 ix(coupling)=1.23 0.82 120 38.2
0069-0 5.53 69.6 2.157 1.23 0.039 0.4
' 2.05 0.1
' 0069-0 5.53 0 2 0.14 0 38.6 BtfIyJMA
0069-I 5.39 69.6 0 0 2.1451 0.1 ***
0.14 0.3
0069-I 5.39 0 2 1x(us.Tee-Br)=12.31 2.41 120 39 �
0071 4.5 69.6 2.157 1x(us.90)=6.15 18.46 0.039 0.4
20.87 0.8
0071 4.5 0 4 ix(coupling)=1.32 12.53 120 40.2.
0077-0 9.17 69.6 4.26 ix(us.90)=13.17 40.82 0.0014 -2
ix us.Tee-Br =26.33 53.34 0.1
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 27
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Job:Summerset Apartments Hydraulic Calculations
� I
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� PIPE INFORMATION
� Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
� T frict (Pf)
I,I (ft) (9Pm/Psi�/z) �9Pm) ���)
(ft) (ft) (psi) (psi)
' Path�f No: 1
007Z'�O 9.17 0 4 0.38 0 38.2 BFV-N
0077III 9.17 69.6 0 0 0.0553 0 ***
� 0.38 0.0
� 0077;dI 9.17 0 4 ix(coupling)=1.32 369.85 120 38.3
� 0388'�O 5.37 69.6 4.26 4x(us.90)=52.67 106.65 0.0014 1.6
� 2x us.Tee-Br =52.67 476.51 0.7
0388i�0 5.37 0 4 0.8 0 40.6 CV-1 FR
• 0388fI 4.56 69.6 0 0 0.2361 0.3 Check
0.8 0.2 ***
0388iI 4.56 0 4 ix(coupling)=1.32 1.53 120 41.1
0389II0 3.03 69.6 4.26 1.32 0.0014 OJ
2.85 0
0389�;�0 3.03 0 4 0.38 0 41.8 BFV-N
0389=II 2.65 69.6 0 0 0.0553 0.2 ***
i 0.38 0.0
0389�I 2.65 0 4 lx(coupling)=1.32 1.65 120 42
BORl�I 1 69.6 4.26 1.32 0.0014 0.7
i� 2.97 0
BORT� 1 0 6 ix(us.Tee-Br)=37.72 4 120 42.7
0391� -3 69.6 6.357 37.72 0.0002 1.7
� 41J2 0
� 0391� -3 0 6 ix(coupling)=1.53 19.8 150 44.4
UG1-0 -3 69.6 6.08 1.53 0.0002 0
, �� 21.33 0
�
UG1-0 -3 0 6 0.88 0 44.4 Gate A2360
� UG1-� -3 69.6 0 0 0.0009 0 ***
I� 0.88 0
UG1- -3 0 6 lx(us.90)=21.4 1.49 150 44.4
� UG2 i -3 69.6 6.08 21.4 0.0002 0
� 22.89 0
UG2 �I -3 0 8 lx(coupling)=2.86 120.64 150 44.5
UG3-0 -3 69.6 7.98 lx(us.90)=25.72 35.01 0.0000 0
;I ix elbow.22.5 =6.43 155.65 0
' UG3-�0 -3 0 8 4.38 0 44.5 Ames3000SS
, UG3-I -3 69.6 0 0 0.7853 0 ***
�� 4.38 3.4
" UG3-I -3 0 8 lx(coupling)=2.86 81.76 150 47.9
UG4-0 -3 69.6 7.98 1x(us.90)=25.72 28.58 0.0000 0
�� 110.33 0
' UG4-�0 -3 0 8 0.96 0 47.9 Gate A2360
� UG4-I -3 69.6 0 0 0.0005 0 ***
j i) 0.96 0
UG4-� -3 0 8 1.26 150 47.9
' W II -3 69.6 7.98 0 0.0000 0
� 1.26 0
W �) 47.9
i
' ' File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 28
,�
I�
Job Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Path No: 2
B1 37.74 4.9 17.2 .75 2x(BM.Tee-Run)=2 14.33 150 12.3
0022 38.91 17.2 0.874 2x(BM.Tee-Br)=6 8 0.1575 -0.5
22.33 3.5
0022 38.91 25.9 1.5 3x(BM.Tee-Run)=3 17.39 150 15.3
0026 28.88 43.1 1.598 ix(BM.90)=8 li 0.0458 4.3
28.39 1.3
0026 28.88 -12.9 1.5 lx(BM.Tee-Run)=1 9.83 150 21
� 0031 19.04 30.2 1.598 1 0.0237 4.3
10.83 0.3
0031 19.04 -12.1 1.5 5x(BM.Tee-Run)=5 27.25 150 25.5 F
0037 9.17 18.1 1.598 1x(BM.90)=8 13 0.0092 4.3
40.25 0.4
0037 9.17 -1.4 1.5 4x(BM.Tee-Run =4 12.48 150 30.1
)
0041 9.17 16.7 1.598 4 0.0079 0
, 16.48 0.1
0041 9.17 1.4 1.5 20x(BM.Tee-Run)=20 87.54 150 30.3
0062 9.17 18.1 1.598 20 0.0092 0
107.54 1
0062 31.2
', Path No: 3
63 37.74 4.9 17.5 .75 1x(BM.Tee-Br)=3 1.17 150 12.7
i 2421 38.91 17.5 0.874 3 0.1621 -0.5
4.17 0.7
2421 38.91 6.9 .75 ix(BM.Tee-Br)=3 4.46 150 12.9
0024 38.91 24.3 0.874 3 0.2996 0
7.46 2.2
0024 38.91 1.6 1.5 2x(BM.Tee-Run)=2 10.02 150 15.1
', 0022 38.91 25.9 1.598 2 0.0179 0
12.02 0.2
0022 15.3
Path No: 4
B4 37.74 4.9 18 .75 ix(BM.Tee-Br)=3 5.63 150 13.4
0027 38.91 18 0.874 1x(BM.90)=4 7 0.171 -0.5
12.63 2.2
0027 38.91 -1.6 1.5 ix(BM.Tee-Run)=1 3.48 150 15.1
0028 38.91 16.3 1.598 1 0.0076 0 `
4.48 0.0
0028 15.1
' Path No: 5
2418 38.91 0 .75 lx BM.Tee-Run =1 1
( ) 5.97 150 12.1
' 2421 38.91 6.9 0.874 2x(BM.90)=8 9 0.0288 0
' 24.97 OJ
2421 12.9
, File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 29
II
Job.Summerset Apartments Hydraulic Calculations
� PIPE INFORMATION
Path�No: 6
1268� 38.91 0 1.5 25x(BM.Tee-Run)=25 130.12 150 17.1
1206 28.88 8.9 1.598 lx(BM.90)=8 49 0.0024 4.3
� 2x BM.Tee-Br =16 179.12 0.4
1206�I 28.88 6 1.5 1x(BM.Tee-Run)=1 9.83 150 21.9
1205� 19.04 14.9 1.598 1 0.0064 4.3
10.83 0.1
1205i 19.04 4.2 1.5 25x(BM.Tee-Run)=25 122.81 150 26.2
0061p 9.17 19.1 1.598 lx(BM.Tee-Br)=8 41 0.0101 4.3
� lx BM.90 =8 163.81 iJ
' 0061� 32,2
Path�No: 7
. 0063 9.17 0 .75 9x(BM.Tee-Run)=9 86.86 150 32.9
1136, 9.17 4.5 0.874 2x(BM.90)=8 26 0.0133 0
3x BM.Tee-Br =9 112.86 1.5
1136'I 9.17 0 J5 ix(BM.Tee-Run)=1 8.67 150 34.4
0065I 9.17 4.5 0.874 ix(BM.Tee-Br)=3 4 0.0133 0
12.67 0.2
0065 34.5
PatH No: 8
�
0026 28.88 0 1.5 5x(BM.Tee-Run)=5 17.37 150 21
1603 28.88 12.9 1.598 lx(BM.Tee-Br)=8 13 0.0049 0
30.37 0.1
1603, 28.88 -1 1.5 4x(BM.Tee-Run)=4 12.48 150 21.1
1599,' 28.88 11.9 1.598 4 0.0042 0
16.48 0.1
1599, 28.88 1 1.5 20x(BM.Tee-Run)=20 87.54 150 21.2
1768, 28.88 12.9 1.598 20 0.0049 0
107.54 0.5
1768 28.88 -6 1.5 2x(BM.Tee-Br)=16 3.79 150 21.7
1407; 28.88 6.9 1.598 16 0.0015 0
� 19J9 0.0
1407 Z1,7
Path No: 9
' 0031i 19.04 0 1.5 5x(BM.Tee-Run)=5 17.37 150 25.5
1959� 19.04 12.1 1.598 ix(BM.Tee-Br)=8 13 0.0043 0
30.37 0.1
1959' 19.04 -0.9 1.5 4x(BM.Tee-Run)=4 12.48 150 25.6
1955 19.04 11.1 1.598 4 0.0037 0
�
16.48 0.1
1955, 19.04 0.9 1.5 20x(BM.Tee-Run)=20 87.54 150 25.7
1410i 19.04 12.1 1.598 20 0.0043 0
! 107.54 0.5
�
1410 19.04 -4.2 1.5 2x(BM.Tee-Br)=16 3.79 150 26.1
1408 19.04 7.8 1.598 16 0.0019 0
19J9 0.0 '
1408 Z6,2
,�
� II
i �
,i File:D•\DWG116035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 30 I
i
� �
Job•Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Path No: 10
0037 9.17 0 .75 3x(BM.Tee-Run)=3 35.79 150 30.1
2436 9.17 1.4 0.874 2x(BM.Tee-Br)=6 21 0.0016 0
3x BM.90 =12 56.79 0.1
2436 9.17 0 .75 lx(BM.Tee-Run)=1 23.3 150 30.2
0041 9.17 1.4 0.874 ix(BM.Tee-Br)=3 4 0.0016 0
27.3 0.0
0041 30.3
Path No: 11 �
' 0027 38.91 0 1.5 3x(BM.Tee-Run)=3 9 150 15.1
0024 38.91 1.6 1.598 3 0.0001 0
12 0 i
' 0024 15.1
Path No: 12
1603 28.88 0 .75 1x(BM.Tee-Run)=1 11.83 150 21.1
1847 28.88 1 0.874 ix(BM.Tee-Br)=3 8 0.0008 0
lx BM.90 =4 19.83 0.0
1847 28.88 0 .75 3x(BM.Tee-Run)=3 47.26 150 21.1
1599 28.88 1 0.874 2x(BM.Tee-Br)=6 17 0.0008 0
2x BM.90 =8 64.26 0.1
1599 21.2
Path No: 13
1768 28.88 0 1.5 3x(BM.Tee-Br)=24 120.09 150 21.7
1206 28.88 6 1.598 24x(BM.Tee-Run)=24 48 0.0012 0
168.09 0.2
1206 21.9
Path No: 14
1959 19.04 0 .75 lx(BM.Tee-Run)=1 11.83 150 25.6
1489 19.04 0.9 0.874 1x(BM.90)=4 8 0.0007 0
lx BM.Tee-Br =3 19.83 0.0 i
1489 19.04 0 J5 3x(BM.Tee-Run)=3 47.26 150 25.6 ��
1955 19.04 0.9 0.874 2x(BM.Tee-Br)=6 17 0.0007 0
2x BM.90 =8 64.26 0.0
1955 25.7
Path No: 15 •
1410 19.04 0 1.5 3x(BM.Tee-Br)=24 120.09 150 26.1
1205 19.04 4.2 1.598 24x(BM.Tee-Run)=24 48 0.0006 0
168.09 0.1
1205 26.2
File:D•\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 31
i
i
Job:Summerset Apartments Hydraulic Calculations
� PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
iI �ft) �9Pm/Psi'/z) �9Pm) ���) �ft) �ft) �PS�) �PS�)
I�
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
�
* INaximum Velocity of 13 ft/s occurs in the following pipe(s): (0024-2421)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this�'kreport, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
� loss��per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
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;� File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 32
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Job:Summerset Apartments Device Graphs
�re�sur�vs. FI���Function
Desa�n Area: 2; S�upp�y fdef.: �1; Suppl�r P�ame:'JV
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Design Area: 2; BFP Ref.: 3929 (Ames3��QSS, Siz�= S}; Inlet Pla�1e: UG3-I; Outlet Pdr�d�: UG3-�
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 33
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Job:Summerset Apartments Device Graphs
i Rre��ure L�ss FunctiQn
� �e�ign Are�. �; �1a�rre Re#.: �92"� �BtfiyJP�9�, �ize = �); la�iet t�ode: t�t169-I; t�a�t��t�dad�: �1469-�?
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� Qe�ign A�re�: 2; ttalve Re�.: 3��� �CV-1 F� �heek, Size= 2}; In1� ��►��ds: �lt}68-I; Oa�1et Nc�de: �(��S-t7
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,P File:D:\DWG\16035\Dwgs\FP2.dwg
Date+4/21/2016 CopyrightOo 2002-2o12Tyco Fire Protection Products Page 34
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Job:Summerset Apartments Device Graphs
�ff.'SSl7fE.'Lt7S3 �UI�C����3
Des��n �re�: 2; V�lve �e�`.: 3923 {�F�-��, Si�e= ��; I�l�t ��ade: ��77-I; 0��� ��ade: �f��7-t�
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 35
Job:Summerset Apartments Device Graphs
! Pre�sure Lc�ss Fu�ctir�n
� Design Area: 2; 'Ualve Ref.: 3�27 �CV-'� F€t Check, Size= 4); Inlet ��ade: 0388-I; Qi.s�let Node: 0388-€)
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Date'�4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 36
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Job:Summerset Apartments Device Graphs
Pr�ssure Lass Functi4n
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Date 4l21/2016 Copyright02002-2012 Tyco Fire Protection Products Page 37
I
�� HYDRAULIC CALCULATIONS
�
� for
Job Information
i Project Name:Summerset Apartments
� Contract No.: City: Zephyrhills, FL
i Project Location: 6627 Fort Kings Road Date:4/12/2016
Cont°ractor Information
! Name of Contractor: Swanson Fire Protection
I
�� Address: 2220 County Road 210 City: Jacksonville,, FL 32259
�
. i Phone Number. 904 529 5257 E-mail:
' �I Name of Designer: FPG
' Authority Having Jurisdiction: Local
Desi'gn
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� Remote Area Name 3
i
� Remote Area Location Fourth Floor
I Occupancy Classification Residential
� Density(gpm/ft2) 0.052
� Area of Application(ftZ) 600
ICoverage per Sprinkler(ftz) 324
I
� Number of Calculated Sprinklers 4 I
i ( In-Rack Demand(gpm) 0 I
� I 'I
( Special Heads I
I i Hose Streams m 0 i
(9P )
� Total Water Required(incl.Hose Streams)(gpm) 75.8 I
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i Required Pressure at Source(psi) 54.4 '
I
i Type of System Wet
�� Volume-Entire System (gal) 979.5 gal
�
� Water Supply Information
' ! Date 03/21/2016
iLocation City Connection
� Source W
i
Note�s
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 38
I�
Job:Summerset Apartments Node Labels: Off 'I
Pipe Labels: Off
Diagram for Design Area : 3
(Ontimi�ed Hvclra��lic Simnlifipol
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Pa e 39
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Job:Summerset Apartments
��� Hydraulic Analysis for : 3
Calc;�lation Info
i Calculation Mode Demand
' Hydraulic Model Hazen-Williams
� Fluid Name Water @ 60F(15.6C)
! Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
� Fluid Dynamic Viscosity, (Ib•s/ft�) N/A for Hazen-Williams calculation.
I �
Water Supply Parameters
�
�
� Supply 1 :W Flow m Pressure si
� 0 63
• �
1220 54
, Supply Analysis
" Static Pressure Residual Flow Available Total Demand Required Pressure
Node at Source Pressure Pressure
I� �pS�� (ps�) (9Pm) �ps�� �9Pm) �PS�)
jl W 63 54 1220 62.9 75.8 54.4
� I
�!
Hoses
' Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
; Additional Outside Hose Flow(gpm)
I Other(custom defined) Hose Flow(gpm)
� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� Total Hose Flow(gpm)
I
Spri�nklers
� Ovehead Sprinkler Flow(gpm) 75.8
I InRack Sprinkler Flow(gpm) 0
, � Other(custom defined)Sprinkler Flow(gpm) 0
i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I Total Sprinkler Flow(gpm) 75.8
Other
- i
, i Required Margin of Safety(psi) 0
� I BOR1 -Pressure(psi) 49.1
� BOR1 -Flow(gpm) 75.8
I Demand w/o System Pump(s) N/A
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 40
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Job:Summerset Apartments
Hydraulic Analysis for : 3
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 41
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� Job:Summerset Apartments
i
� Hydraulic Analysis for : 3
,
�
�
� Graph Labels
label Description Values
I� Flow (gpm) Pressure (psi)
S1 �,� Supply point#1 -Static 0 63
S2 � Supply point#2-Residual 1220 54
D1 � Elevation Pressure 0 17.7
D2 ;6 System Demand 75.8 54.4
� Curve Intersections 8� Safety Margins
' Curve Name Intersection Safety Margin
Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
Supply 62.9 84.9 8.5 75.8
�
Open Heads
r Required Calculated
Hea� Ref. Head Type Coverage K-Factor
'� Density Flow Pressure Density Flow Pressure
� (ftz) (9Pm/Psi�/z) (9Pm/ftZ) �9Pm) (PS�) �9Pm/ftz) (9Pm) �PS�)
b Overhead
Cl Sprinkler 324 4.9 0.05 16.2 12 0.061 19.8 16.4
G
�Z Overhead 324 4.9 0.05 16.2 12 0.052 17 12
�� Sprinkler
' �� Overhead
I3 324 4.9 0.05 16.2 12 0.059 19.2 15.3
Sprinkler
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� C4 Sprinkler 324 4.9 0.05 16.2 12 0.061 19.8 16.4
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File:D:\DWG\16035\Dwgs\FP2.dwg
Date ,4/21/2016 Copyright02002-2012Tyco Fire Protection Products Page 42
I�i�
�
I • Job•Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. �
ft psi gpm gpm/psi�/z gpm psi
C1 37.74 HEAD 16.4 19.8 ,4.9 16.2 12
� C2 37J4 HEAD 12 17 4.9 16.2 12
C3 37.74 HEAD 15.3 19.2 4.9 16.2 12
C4 37.74 HEAD 16.4 19.8 4.9 16.2 12
, 0023 38.91 NODE 19J
0024 38.91 NODE 19.7
0025 38.91 NODE 19.6
0026 28.88 NODE 25.9 �'
� 0028 38.91 NODE 19.6 �
0029 38.91 NODE 19.6 ,
0030 38.91 NODE 19.6
0031 19.04 NODE 30.4
0037 9.17 NODE 35.1
0041 9.17 NODE 35.3
0061 9.17 NODE 37.5
0062 9.17 NODE 36.4
0063 9.17 NODE 38.3
0065 9.17 NODE 40.3
0067 9.17 NODE 41.8
0068-I 6.42 NODE 44.2
0068-0 6.98 NODE 42.9
0069-I 5.39 NODE 45.1
0069-0 5.53 NODE 44.7
0071 4.5 NODE 46.5
0077-I 9.17 NODE 44.6
0077-0 9.17 NODE 44.5
0388-I 4.56 NODE 47.6
0388-0 5.37 NODE 47
0389-I 2.65 NODE 48.4
0389-0 3.03 NODE 48.2
0391 -3 NODE 50.9 "
1136 9.17 NODE 40.1 �
, 1205 19.04 NODE 31.3 „
1206 28.88 NODE 26.9
1268 38.91 NODE 22
1407 28.88 NODE 26.7 '
� 1408 19.04 NODE 31.2
1410 19.04 NODE 31.1
1489 19.04 NODE 30.6
1599 28.88 NODE 26.1
1603 28.88 NODE 26
1768 28.88 NODE 26.7
1847 28.88 NODE 26.1
1955 19.04 NODE 30.6
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 43
I
I
I
Job:Summerset�Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
�i
; Node Data
Node�# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
�) ft psi gpm gpm/psi�/z gpm psi
1959�I 19.04 NODE 30.6
2436��I 9•17 NODE 35.2
BOR1 1 NODE 49.1
, UG1"I -3 NODE 50.9
UG1;RO -3 NODE 50.9
UG2�� -3 NODE 50.9
UG3 �I -3 NODE 54.4
�
` UG3-�NO -3 NODE 50.9
� UG4 �I -3 NODE 54.4
� UG4''O -3 NODE 54.4
W 'g -3 SUPPLY 54.4 -75.8
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File:D•\DWG\16035\Dwgs\FP2.dwg
Date�/21/2016 Copyright02002-2012 Tyco Fire Protection Products Page 44
i�
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict (Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
C2 37.74 4.9 17 .75 4x(BM.Tee-Run)=4 37.65 150 12
0030 38.91 17 ' 0.874 lx(BM.Tee-Br)=3 15 0.154 -0.5
2x BM.90 =8 52.65 8.1
0030 38.91 13.6 ' 1.5 18x(BM.Tee-Run)=18 81.58 150 19.6
1268 38.91 30.5 1.598 18 0.0242 0 3
99.58 2.4
1268 38.91 -10.1 : 1.5 lx(BM.Tee-Run)=1 13.82 150 22
1407 28.88 20.5 ; 1.598 ix(BM.90)=8 17 0.0115 4.3 `'
ix BM.Tee-Br =8 30.82 0.4
1407 28.88 6.9 1.5 lx(BM.Tee-Run)=1 9.83 150 26.7
1408 19.04 27.3 , 1.598 1 0.0197 4.3
10.83 0.2
1408 19.04 8.2 1.5 lx(BM.Tee-Br)=8 13.66 150 31.2
0062 9.17 35.5 ' 1.598 ix(BM.90)=8 16 0.0319 4.3
29.66 0.9
0062 9.17 19.4 1.5 lx(BM.Tee-Br)=8 7.15 150 36.4
0061 9.17 54.9 1.598 8 0.0717 0 �,
15.15 1.1 '
0061 9.17 20.9 1.5 2x(BM.Tee-Run)=2 4.41 150 37.5
0063 9.17 75.8 1.598 2 0.1304 0
6.41 0.8
0063 9.17 -4.9 ' 1.5 2x(BM.Tee-Run)=2 14.99 150 38.3
0065 9.17 70.9 1.598 2 0.1151 0
16.99 2
0065 9.17 4.9 1.5 lx(BM.Tee-Run)=1 5.11 150 40.3
0067 9.17 75.8 1.598 1x(us.90)=5.82 6.82 0.1304 0
11.94 1.6
0067 9.17 0 2 1x(coupling)=1.23 2.19 120 41.8
0068-0 6.98 75.8 2.157 1.23 0.0457 0.9
3.42 0.2
0068-0 6.98 0 2 0.56 0 42.9 CV-1 FR
0068-I 6.42 75.8 0 0 1.8675 0.2 Check
0.56 1.1 ***
0068-I 6.42 0 ' 2 1x(coupling)=1.23 0.82 120 44.2
0069-0 5.53 75.8 ; 2.157 1.23 0.0457 0.4
2.05 0.1
0069-0 5.53 0 2 0.14 0 44.7 BtfIyJMA
0069-I 5.39 75.8 0 0 2.5468 0.1 ***
0.14 0.4
0069-I 5.39 0 � 2 ix(us.Tee-Br)=12.31 2.41 120 45.1
� 0071 4.5 75.8 2.157 ix(us.90)=6.15 18.46 0.0457 0.4
20.87 1
' 0071 4.5 0 ! 4 ix(coupling)=1.32 12.53 120 46.5
0077-0 9.17 75.8 ' 4.26 1x(us.90)=13.17 40.82 0.0017 -2
ix us.Tee-Br =26.33 53.34 0.1
0077-0 9.17 0 4 0.38 0 44.5 BFV-N
0077-I 9.17 75.8 ' 0 0 0.0618 0 ***
0.38 0.0
. File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 45
Job:Summerset Apartments Hydraulic Calculations
�� PIPE INFORMATION
�
Nod� 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nod� 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
�� T frict (Pf)
�p (ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Patli� No: 1
0077�I 9.17 0 4 ix(coupling)=1.32 369.85 120 44.6
0388�p O 5.37 75.8 4.26 4x(us.90)=52.67 106.65 0.0017 1.6
f 2x us.Tee-Br =52.67 476.51 0.8
0388t O 5.37 0 4 0.8 0 47 CV-1 FR
' 0388�I 4.56 75.8 0 0 0.2568 0.3 Check
�
0.8 0.2 ***
0388�I 4.56 0 4 lx(coupling)=1.32 1.53 120 47.6
' 0389�y 0 3.03 75.8 4.26 1.32 0.0017 OJ
'E 2.85 0
0389�0 3.03 0 4 0.38 0 48.2 BFV-N
0389i11 2.65 75.8 0 0 0.0618 0.2 ***
0.38 0.0
0389�I 2.65 0 4 ix(coupling)=1.32 1.65 120 48.4
BOR� 1 75.8 4.26 1.32 0.0017 0.7
� 2.97 0
BORi 1 0 6 lx(us.Tee-Br)=37.72 4 120 49.1
0391 -3 75.8 6.357 37.72 0.0002 1.7
41.72 0
0391! -3 0 6 ix(coupling)=1.53 19.8 150 50.9
UG1-if0 -3 75.8 6.08 1.53 0.0002 0
,I 21.33 0
�
UG1-O -3 0 6 0.88 0 50.9 Gate A2360
UG1�"I -3 75.8 0 0 0.0009 0 ***
'� 0.88 0
�
UG1-�I -3 0 6 lx(us.90)=21.4 1.49 150 50.9
UG2 ;I -3 75.8 6.08 21.4 0.0002 0
� 22.89 0
UG2 ;� -3 0 8 ix(coupling)=2.86 120.64 150 50.9
UG3-O -3 75.8 7.98 ix(us.90)=25.72 35.01 0.0001 0
�� ix elbow.22.5 =6.43 155.65 0
i
UG3-0 -3 0 8 4.38 0 50.9 Ames3000SS
UG3-I -3 75.8 0 0 0.8036 0 ***
�0 4.38 3.5
� UG3-,I -3 0 8 ix(coupling)=2.86 81.76 150 54.4
y UG4-,O -3 75.8 7.98 ix(us.90)=25.72 28.58 0.0001 0
��� 110.33 0
� UG4 i0 -3 0 8 0.96 0 54.4 Gate A2360
UG4-I -3 75.8 0 0 0.0005 0 ***
�� 0.96 0
UG4-�I -3 0 8 1.26 150 54.4
W il -3 75.8 7.98 0 0.0001 0
� 1.26 0
W II 54.4
�
��
;„ File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 46
� ,
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Path No: 2
C3 37J4 4.9 19.2 ' J5 2x(BM.Tee-Run)=2 17.44 150 15.3
0023 38.91 19.2 ' 0.874 2x(BM.Tee-Br)=6 8 0.1932 -0.5
� 25.44 4.9
0023 38.91 26.1 ' 1.5 4x(BM.Tee-Run)=4 23.85 150 19.7
0026 28.88 45.3 1.598 1x(BM.90)=8 12 0.0502 4.3
35.85 1.8
0026 28.88 -13.3 1.5 ix(BM.Tee-Run)=1 9.83 150 25.9
0031 19.04 32 1.598 1 0.0264 4.3
�, 10.83 0.3
0031 19.04 -12.5 1.5 5x(BM.Tee-Run)=5 27.25 150 30.4 !
0037 9.17 19.4 1.598 lx(BM.90)=8 13 0.0105 4.3 �
40.25 0.4
0037 9.17 -1.5 1.5 4x(BM.Tee-Run)=4 12.48 150 35.1 "
0041 9.17 17.9 1.598 4 0.009 0
16.48 0.1
0041 9.17 1.5 1.5 20x(BM.Tee-Run)=20 87.54 150 35.3
0062 9.17 19.4 1.598 20 0.0105 0
107.54 1.1
0062 36.4
Path No: 3
C4 37.74 4.9 19.8 .75 ix(BM.Tee-Br)=3 10.92 150 16.4
0029 38.91 19.8 0.874 ix(BM.90)=4 7 0.2055 -0.5
17.92 3.7
0029 38.91 -6.3 1.5 ix(BM.Tee-Run)=1 5.29 150 19.6
0030 38.91 13.6 1.598 1 0.0054 0
6.29 0.0
' 0030 19.6
� Path No: 4
C1 37.74 4.9 19.8 '. .75 lx(BM.Tee-Br)=3 10.92 150 16.4
0025 38.91 19.8 0.874 lx(BM.90)=4 7 0.2056 -0.5
17.92 3.7
0025 38.91 5.1 , 1.5 1x(BM.Tee-Run)=1 3.66 150 19.6
0024 38.91 25 1.598 1 0.0167 0
4.66 0.1
0024 38.91 1.1 . 1.5 1x(BM.Tee-Run)=1 3.56 150 19.7
0023 38.91 26.1 : 1.598 1 0.0181 0 �
4.56 0.1
0023 � 19.7 �
Path No: 5 `
1268 38.91 0 1.5 25x(BM.Tee-Run)=25 130.12 150 22
1206 28.88 10.1 1.598 ix(BM.90)=8 49 0.0031 4.3
2x BM.Tee-Br =16 179.12 0.6
1206 28.88 6.5 1.5 lx(BM.Tee-Run)=1 9.83 150 26.9
1205 19.04 16.5 ' 1.598 1 0.0078 4.3
10.83 0.1
1205 19.04 4.4 1.5 25x(BM.Tee-Run)=25 122.81 150 31.3
0061 9.17 20.9 1.598 ix(BM.Tee-Br)=8 41 0.012 4.3
ix BM.90 =8 163.81 2 -
0061 37.5
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 47
I
;i
�
Job:Summerset Apartments Hydraulic Calculations
� PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
� T frict (Pf)
' �ft) (9Pm/Psi'/z) �9Pm) ��N (ft) (ft) �PSD (PS�)
i,
Path No: 6
0063 9.17 0 .75 9x(BM.Tee-Run)=9 86.86 150 38.3
1136 9.17 4.9 0.874 2x(BM.90)=8 26 0.0156 0
3x BM.Tee-Br =9 112.86 1.8
1136� 9.17 0 .75 ix(BM.Tee-Run)=1 8.67 150 40.1
� 0065�; 9.17 4.9 0.874 ix(BM.Tee-Br)=3 4 0.0156 0
-, 12.67 0.2
0065 40.3
s
Path' No: 7
�
0026 28.88 0 1.5 5x(BM.Tee-Run)=5 17.37 150 25.9
I 1603 28.88 13.3 1.598 ix(BM.Tee-Br)=8 13 0.0052 0
I 30.37 0.2
1603� 28.88 -1 1.5 4x(BM.Tee-Run)=4 12.48 150 26
1599', 28.88 12.3 1.598 4 0.0045 0
I 16.48 0.1
1599� 28.88 1 1.5 20x(BM.Tee-Run)=20 87.54 150 26.1
1768, 28.88 13.3 1.598 20 0.0052 0
' 107.54 0.6
1768� 28.88 -6.5 1.5 2x(BM.Tee-Br)=16 3.79 150 26.7
1407� 28.88 6.9 1.598 16 0.0015 0
�
19.79 0.0
1407 26.7
Path�No: 8
' 003L 19.04 0 1.5 5x(BM.Tee-Run)=5 17.37 150 30.4
1959; 19.04 12.5 1.598 1x(BM.Tee-Br)=8 13 0.0047 0
30.37 0.1
1959, 19.04 -1 1.5 4x(BM.Tee-Run)=4 12.48 150 30.6
�I 1955 19.04 11.6 1.598 4 0.004 0
I 16.48 0.1
1955I 19.04 1 1.5 20x(BM.Tee-Run)=20 87.54 150 30.6
� 1410'� 19.04 12.5 1.598 20 0.0047 0
� 107.54 0.5
' 1410� 19.04 -4.4 1.5 2x(BM.Tee-Br)=16 3.79 150 31.1
�, 1408 i 19.04 8.2 1.598 16 0.0021 0
19.79 0.0
1408 31.2
�
Path'I No: 9
0037 9.17 0 .75 3x(BM.Tee-Run)=3 35.79 150 35.1
2436, 9.17 1.5 0.874 2x(BM.Tee-Br)=6 21 0.0018 0
3x BM.90 =12 56.79 0.1
2436�� 9.17 0 J5 ix(BM.Tee-Run)=1 23.3 150 35.2
0041' 9.17 1.5 0.874 ix(BM.Tee-Br)=3 4 0.0018 0
27.3 0.0
004T 35.3
i
File:D:\DWG\16035\Dwgs\FP2.dwg
� Copyright O 2002-2012 Tyco Fire Protection Products
Date 4/21/2016 Page 48
Job:Summerset'Apartments Hydraulic Calculations
PIPE INFORMATION
Path No: 10
0029 38.91 0 1.5 1x(BM.Tee-Run)=1 0.68 150 19.6
0028 38.91 6.3 1.598 1 0.0013 0
1.68 0
0028 38.91 -1.1 ' 1.5 3x(BM.Tee-Run)=3 8.82 150 19.6
0025 38.91 5.1 1.598 3 0.0009 0
11.82 0.0
0025 19.6
Path No: 11
1603 28.88 0 .75 ix(BM.Tee-Run)=1 11.83 150 26
1847 28.88 1 0.874 lx(BM.Tee-Br)=3 8 0.0009 0
1x BM.90 =4 19.83 0.0 �
1847 28.88 0 .75 3x(BM.Tee-Run)=3 47.26 150 26.1
1599 28.88 1 0.874 2x(BM.Tee-Br)=6 17 0.0009 0
2x BM.90 =8 64.26 0.1
1599 26.1
Path No: 12
1768 28.88 0 1.5 3x(BM.Tee-Br)=24 120.09 150 26.7
1206 28.88 6.5 1.598 24x(BM.Tee-Run)=24 48 0.0014 0
168.09 0.2
1206 2g,g
Path No: 13
1959 19.04 0 .75 ix(BM.Tee-Run)=1 11.83 150 30.6
1489 19.04 1 0.874 lx(BM.90)=4 8 0.0008 0
1x BM.Tee-Br =3 19.83 0.0
1489 19.04 0 .75 3x(BM.Tee-Run)=3 47.26 150 30.6
1955 19.04 1 0.874 2x(BM.Tee-Br)=6 17 0.0008 0
2x BM.90 =8 64.26 0.1
1955 30.6
Path No: 14
1410 19.04 0 1.5 3x(BM.Tee-Br)=24 120.09 150 31.1
1205 19.04 4.4 1.598 24x(BM.Tee-Run)=24 48 0.0007 0
168.09 0.1
1205 31.3
,
Path No: 15 0
0028 38.91 0 .75 4x(BM.Tee-Run)=4 59.09 150 19.6
0024 38.91 1.1 0.874 3x(BM.Tee-Br)=9 � 25 0.001 0
3x BM.90 =12 84.09 0.1
0024 1g,7
�
File:D:\DWG\16035\Dwgs\FP2.dwg
Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 49
i
i
Job:Summerset Apartments Hydraulic Calculations
I
; PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) �
Nod li 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev(Pe) NOTES
T frict(Pf)
� i) (ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
I
* �ressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
I * Maximum Velocity of 12.13 ft/s occurs in the following pipe(s): (0063-0061), (0067-0065) I
***P Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with I�
I this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction
� loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
arelirrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
' solealy on the curve data. �
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Date 4/21/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 50
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Job Summerset Apartments Device Graphs
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Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 53
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Job:Summerset Apartments . Device Graphs
Pre�sure Lc�ss.F�nc��n
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Date 4/21/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 55
,.;�, ',� DATE: 3I1112016
- Project Na� Summerse#Apartments
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�'` ; CONSTRUCTION Reference:
p Shipping�ptians: �Priarity Qvemight �Std Ovemigh#
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WE ARE SENDINCa YOU:
� QQ A7TACHED � p�� � gpEQF7CATi0N5 ❑ 07HER:
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Item No. Copies Dake Description
9 '� 1 3/11J96 5ummerset Execufed Confract
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� SUBC(7NTRACT AGREEMENT
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�THIS SUBCONTRACT made this 25th day of February, 2016 by and between CORE Construction Services of
Florida f L�C a Flarida Carporafion,8027 Gooper Creek Bfvd,Suite 1'i0, University Aark, FL 34201 FHCINE: {94'1}343-4300
FAX: (941) 552-0245 (GC License#CGC1516489), herein referred to as the "Contractar" or"CORE Construction", and
Swanson Fire Protection, lnc. 2220 CR 210 West, Suite '!OS-'f39, Jacksonville, FL 32259. PHONE: 90�-522-9659
FAX: 804-522-1660, herein referred ta as the"Subcontractor"
�Any objections to any provisians of the Subcontract shall be deemed waived unless such objections are: (1}raised
in writir�g and delivered to Contractor within flfteen (15) days of Subcontractar's receipt hereof; and (2) resolved by signed
written.agreement priar to Subcontractor cort�mencing any per€ormance. The parties agres as follaws:
� SECTIQN QNE
DESCRIPTION OF WORK
Subconfractor agrees to furnish aii labor, materials, equipment, toois, scaffolding, hoisting, supervision, licenses
and pe�mits, clean-up, hau! aff af clebris and services necessary to timely and fulfy complete in a workrrtaniike rnanner all
work fdr the construction of the Work at Summerset Apartments iocated at 6627 Fort Kings Hwy. Zet�hvfiilis. FL, herein
referre� to as the "ProjecY', for Summerset Apartments Limited Partnershi�, herein referred to as the "Owner", at 355Q
Sauth Tarniami Trail Suite 301 Sarasa#a FL 24239, in accordance with the Ov+rner-Cantractor agreement, #he general
conditi�ns,supplementary general conditions c�f the contract between Clwner and Contrackor("Prime Cantract"),all drawings
and project manuals, any addenda issued prior to executian of this Agreement, and alternates as prepared by Forum
Architects, herein referred to as the"Architect", ail of which general conditions, supplements to the general conditions of the
cvntract between Owner and Contractor, supplements to the Qwner and Contractor Agreement, drawings and project
manuals acknowledged by the parties thereto or identifled by the Archi#ect(hereinafter"Contract Documents"), form a part
af the �ontract between Owner and Contractor dated 10-22-15 and hereby become a part of this Subcontract as though
fuily se�€arth in this Subcantract. A11 dacuments re#erenced above are available for inspection and capying by Subcantractor
at its e pense upon request. Contractar reserves the right to make reasonable redactions to the Prime Contract_
� SECTION TWO
SCOPE �F SUBCONTRACT Wt3RK
�Furnish all labor and materials to camplete all Division 00-8idding and Contract Requirements, Division 01-General
Reqwrements, Division(sj 21; Section(s) 10Q0, ALL FIRE SPRINKLER DESIGN AND CONSTRUCTION and as more
specific�ally described on Aitachment "A" — Scope of Wark; Attachment "B" — GeneraS FroVisions; Attachment "C" —
Enume�ation of Documents;Attachment"D"—Schedule,Attachment"E"—Supplemental Insurance Conditions;and all work
reasonably inferable therefrom as necessary ta produce the results intended, callectively referred to as"Subcontract Work."
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� SECTtt3N THREE
� PAYMENT
A. � Subcontract Price. Generally, Contracfor agrees to pay Subcantractar for the performance of this Subcontract, as
specifi�d herein, the Subcontract Price of ONE HUNDRED FORTY ONE'�HC}USAND and Na1100 Dollacs{$944,000.�0},
subject to additions and deductions for changes in the wark as agreed upon or determined, as herein provided. Partial
payments wil!be made to Subcontractor each month in an amount equa!to ninety percent(90°to)af the value, computed on
the basis of the prices set forth above of the quanti#y as estimated by the Architect ar Engineer, of the Wark performed
herein,�less the aggregate of previous payments.
B. �Timel r�Payments. Provided that Subcontractor has satisfied all the requirements for payment set forth in this
Subcor�tract, pragress payments will be made to Subcontractor within seven(7)days after the Contractor receives payment
for such work from Owner. if Contractor receives payment from Owner for less than the full va(ue of materiais deiivered ta
the si#e�but nat yet incorparated into the Subcontract Work, the amount due ta Subcontractor on account of such materials
delivered to#he site shall be proportionately reduced. No payment to Subcon#ractor shal]operate as appraval or acceptance
af Subcontracf Wark done or materials furnished hereunder. Upon complete and timely performance of the Subcontract
Wark,submission of ali required documentation including written warranties, if required, lien releases and waivers,and fnal
approu'ai and acceptance of the Subcontract Work by Gontractor and Owner, Contractor wili make fiinai payment to
Subconfractor of the balance due under this�ubcontract within seven(7)days after full payment far such Subcontract Work
has been received by Contractar from 4wner.
G. 11 Perforrrtance andior Pa�ment Bond. Subcontracto�shali be required to provide a satisfactory pe�arrrtance bond in
the amount af--NlA-- (-N/A-°/a) of the Subcontract Price and a payment band in the amount of--N/A-- (-N/A-%) of th�
Subcor�tract Price fram a bonding company acceptable ta Contractor and hoiding a certificate of authority to transact surety
busmess in the State of Fiarida issued by the Director of the Flarida Department of insurance and any such bond shaii nat
be executed by an individual surety. Alf such bonds shall remain in effect from the date af Substantial Completion through
and inc#uding the Wa�ranty Period.These bond{s)are fo be provided with'sn seven{7}days from the c3ate af this Subcontract
in a form acceptable to Cantractor. If said bond(s)is/are nat furnished within the time provided,Contractar shall have option
to terminate the Subeon#ract. Contractar reserves the right to demand a replacement bond ar other sscurity in the event;
1} the surety is deemed in rehabilitation or liquidation, or 2} if the A.M. Best rating of the surety drops by two or more
degrees. The replacement bond shall have an A.M. Best rating of A or better, or alternate security may be provided at
Contracta�'s discretion in the farm af a}etter of credit from a secured financial institution.
D. �5chedule af Values. A Schedule of Values that allacates the Subcontract Price among the variaus items comprising
the Su�contract Wark shall be provided by Subcontractor before Subcantractor's first application for payment and, upon
acceptance of the�chedule of Values by Cantractor, the Schedule of Values shal! become a part of this Subcontract.
E. Deductions. Contractor may deduct from any amaunt due or to become due to Subcontractar any sum or sums
owed b, Subcantractor to Contractor. 1n the event of any breach by Subcontractor of any pravisian or abiigation of the
Subcoritract, or in the event of the assertion by other parties of any claim or li�n against Owner, Contractor and/or
Cantractor's Surety arising out of or related to Subcontractor's performance o€the Subcontract, Contractor shal( #�ave the
right ta�retain out of any progress, flna( or other payments otherwise due'under this Subcontract or any other Subcontract
ar Work Authorizatian between the parkies now or hereafter in force, an amount sufficient to completely protect Contractor
from a`�y and all loss, damages or expenses, until the situation has been satisfactarily remedied or adjusted by �
Subcor�#ractor as determined by Gontractor. Contractor also reserves the right to make payment by checks payable jointly
, to Subcantractor ant! its employees, agents, subcontractacs, materialmen and suppiiers, or any of them, when Contractar
deems it advisabie and, in any event when Subcontractor cannot provide uncanditional lien waivers from any such persons
or entit�es. Contractor also reserves the right to make any payment directly to SubGontractor's laborers, subcontsactors,
materialmen or supp€iers and deduct the amount of such payment from amounts owed to Subcontractpr.
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F. 'Anplications for Payment. Subcontractar sha!!submit applications far payment on a monthly basis and shall follow
ail procedures as directed by Contractar for preparation and submissian of applications for payment. Contractor shall not
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be obligated to release funds to Subcontractor until all requirements of any such procedures have been met, including but
not limited to, evidence of Subcontractor's compliance with the insurance provisions of Section 6 of this Subcontract.
Subcontractor's applications for payment shall be itemized and supported by the Schedule of Values and any other
substantiating data as required by the Contract Documents and this Subcontract. Subcontractor shall submit its applications
for payment by the time established by the Contractor's Project Manager, but in no event later than seven (7) days before
Contractor's payment application is due to Owner. In the event Subcontractor fails to prepare and present to Contractor
the payment application in a timely manner, or prepares and presents to Contractor an incomplete or improper application,
Contractor shall not be required to make progress payments for said month and may defer such payment to the following
month provided Subcontractor then provides a timely and appropriate payment application. When provided by the Contract �,
Documents, payments may be made on account of materials and equipment delivered and suitably stored at the site for ',
subseq'uent incorporation in the Subcontract Work. If approved in advance and in writing by the Contractor, payment may
similarly be made for materials and equipment suitably stored off the site at a location agreed upon. Payment for materials
and equipment stored on or off the site shall be conditioned upon compfiance by the Subcontractor with procedures ,
satisfactory to the Contractor and Owner to establish title to such materials and equipment or otherwise to protect the �
Contractor's and/or Owner's interests, and shall include the costs of applicable insurance, storage, and transportation to '
the site for such materials and equipment stored off the site. The Subcontractor warrants that title to all Work, materials,
and equipment covered by an application for payment will pass to the Owner no later than the time of payment. The
Subcor�tractor further warrants that upon submittal of an application for payment, all Work for which certificates for payment
have been previously issued and payments received from the Contractor shall,to the besf of the Subcontractor's knowledge,
information, and belief, be free and clear of liens, claims, security interests or encumbrances.
G. ,I Lien Waivers and Affidavits. As a condition precedent to payment of any application for payment, Subcontractor
shall provide, in a form satisfactory to Contractor and Owner and compliant with Chapter 713, et seq, Florida Statutes,
unconditional lien releases and claim waivers in the amount of the application for payment from Subcontractor and its
subcon�ractors, materialmen and suppliers.
H. 'I Withholding of Proaress Pavments. Contractor may withhold monthly progress payments, in whole or in part, in
order to protect Contractor and/or Owner from loss because of unsatisfactory prosecution of the Subcontract Work; failure
of Subcontractor to make payments properly to its subcontractors, materialmen or suppliers or to make payments for labor
(includi�g customary fringe benefits and payments due under collective bargaining agreements), materials or equipment,
, transportation or shipping costs, taxes, fees or any other charges arising out of or related to the Subcontract Work;
reasonable doubt that the Subcontract Work can be completed for the then remaining unpaid balance of the Subcontract
Price; and any other conditions which arise in connection with the Subcontract Work which, in Contractor's opinion, will
result i! loss to Owner and/or Contractor.
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I. �Retained Percentaae. None of the terms of payment provided in this Subcontract shall require the Contractor to
make p,ayments in an amount that would leave an insufficient balance to cover the retained percentage.
J. �Conditions to Pavment. Notwithstanding anything in this Subcontract to the contrary, Subcontractor agrees that a
condition precedent to payment by Contractor to Subcontractor of any payment required under this Subcontract is that
Owner��shatl have first paid the payment applied for to Contractor for the Subcontract Work, and that payment for either
, progress payments or for final payment is not due and owing to Subcontractor as provided in this Subcontract until Owner
has made such payment to Contractor. Subcontractor further recognizes and acknowledges that all payments to
Subcontractor will be made solely out of funds actually received by Contractor from Owner. Subcontractor further
acknowledges that it is sharin , to the extent of a ments to be made to Subcontractor in the risk that Owner ma fail to
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make one or more payments to Contractor for all or a portion of the Subcontract Work and Subcontractor agrees that it has
relied on the Owner's credit and not that of the Contractor. In addition, if Contractor has provided a payment bond, no
payment shall be due from Contractor's surety, no� shall any claim under any such payment bond exist in favor of
Subco tractor, unless and until the conditions set forth in this paragraph have been satisfied.
K. Final Payment. Final Payment, constituting the entire unpaid balance of the Subcontract Price, will be paid by
Contractor to Subcontractor within seven (7) days of receipt of payment from Owner and when all of the following have
occurreid. (1) the Subcontract Work has been fully completed, including all Punch List items; (2) the final approval of the ,
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Subcontract Work is provided by Owner and the Architect or Engineer, if applicable; (3) Subcontractor has submitted a
complete and proper final application for payment; (4) Contractor has received unconditional lien releases and/or waivers
in a form compliant with Chapter 713, et seq, Florida Statutes and satisfactory to Contractor from Subcontractor and from
each sub-subcontractor, material supplier, and person providing labor, materials, or equipment to the Project; (5) the
Subcontract Work has passed all government and regulatory inspections (if applicable); (6) Subcontractor has provided
Contractor with copies of all written warranties, maintenance and operational information, if applicable,and as-built tlrawings
pertaining to the Subcontract Work; (7} Subcontractor has fully complied with fhe Contract Documents; and (8)
Subcontractor has provided a written consent of its surety to final payment, if bonds have been provided by Subcontractor.
� SECTION FOUR
� PROSECUTION OF WORK AND DELAYS
A. Generallv. Subcontractor shall begin the Subcontract Work within three (3) days after receipt of Notice, oral or
written,�by Contractor to proceed. Subcontractor shall furnish all labor,supervision,tools, equipment, materials and supplies
necessiary for the performance of the Subcontract Work in a proper and diligent manner whenever such work or any part of
it, becomes available, or at such other time or times as Contractor may direct. Subcontractor shall not subcontract any
portion' of the Subcontract Work without advance written notice to and receipt of written permission from Contractor.
Subcontractor shall promote the general progress of the entire construction; and shall not, by delay or otherwise, interfere
with or hinder the work of Contractor or of any other subcontractor. Any materials that are to be furnished by Subcontractor
shall be furnished in sufficient time to enable Subcontractor to perform and complete the Subcontract Work within the times
provided for herein. Subcontractor agrees that Subcontractor shall be liable to Contractor for, and that Contractor may
withhold or deduct from, any payments due or that may become due or that otherwise would be due to Subcontractor, the
amount of any and all liquidated damages that may be assessed against Contractor by Owner which are, in whole or in
part, at�ributable to or caused by Subcontractor's failure to furnish the materials and/or perform the Subcontract Work within
the time fixed or in the manner provided for herein, as determined by Contractor in its discretion. Nothing in this paragraph
shall li � it Contractor's right.to claim all actual damages sustained by Contractor as a result of Subcontractor delay. I
B. , Time of the Essence. It is hereby further understood and mutually agreed that the beginning, rate, progress and
the time for completion of the Subcontract Work are essential conditions of this Subcontract. It is further agreed that time is
of the 'essence of the performance of the Subcontract Work. If the Subcontractor shall neglect, fail or refuse to complete ;
the Su�bcontract Work within the time specified, the Subcontractor acknowledges that Contractor will be damaged and the
damages that may be incurred by Contractor will be reimbursed by Subcontractor. Therefore, the Subcontractor agrees, in
consideration for the award and execution of this Subcontract by Contractor, to pay for damages attributable in part and/or
in whole fo the Subcontractor's neglect, failure or refusal to complete the Work including but not limited to Punch List work.
C. ,I SchedulinQ. Subcontractor will at all times keep itself fully informed as to the Project schedule established by
Contractor. Subcontractor will faithfully prosecute the Subcontract Work, at such times and in such order as Contractor
may consider necessary to keep the Subcontract Work sufficiently in advance of the other parts of the Project in order to
avoid a�ny delay in the completion of the Project as a whole. Subcontractor acknowledges that Contractor will have complete
controllof the Project site and will have the right to decide the time or order in which the various portions of the Subcontract
Work will be performed. Subcontractor will provide periodic progress reports of Subcontractor's Work.Subcontractor agrees
and ac nowledges that the Project schedule, as established by Contractor, may be reasonably changed by Contractor and
hereby�releases and discharges Contractor and Owner from any liability for damages or expenses which may be caused to
or sustained by Subcontractor by reason of any such changes.Subcontractor will only be entitled to additional compensation
for compliance with amendments to the Project schedule or damages for delay to the extent the Prime Contract entitles
Contractor to damages or to a contract adjustment increasing the price. Upon request by the Contractor, the Subcontractor
will furnish to Contractor, in writing, a progress schedule covering the Subcontract Work. Such schedule will show in detail
the proicurement, submittals, shop drawings, fabrication, delivery and installation activities of all major components of the
Subcontract Work. Subcontractor agrees to update such schedule and to meef with Contractor monthly, or more frequently
as reasonably required by Contractor.
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D. � Subcontractor Obliaations. Subcontractor agrees that all Subcontract Work will be performed in accordance with
the Contract Documents. Subcontractor shall cooperate fully with Contractor and other subcontractors performing work on
the Project. The Subcontractor shall pertorm the Subcontract Work in accordance with and subject to each of the provisions
of the Prime Contract to the full extent that each such provision is applicable to the Subcontract Work, including, but not
limited��to, requirements imposed by Owner's lender(when applicable). Contractor shall have the same right and remedies
as to the Subcontractor with respect to the Subcontract Work as the Owner has to Contractor under the Prime Contract.
Except as specifically set forth herein, Subcontractor shall not have any rights as to the Contractor which the Contractor
� does not have to the Owner under the Prime Contract.
E. ' Inspection. If any part of the Subcontract Work depends on proper execution by or the results of the work of
Contractor, any other subcontractor or any other separate contractor on the Project, Subcontractor shall inspect and
promptfy report to the Contractor any apparent discrepancies or defects in such work that renders it unsuitable for the
Subcor�tract Work. Failure of Subcontractor to so inspect and report shall constitute an acceptance by the Subcontractor
of the work of the Contractor,other subcontractor(s)or other separate contractor as fit and proper to receive the Subcontract
Work.
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F. Contractor Responsible Representative. Contractor sfiall designate one or more persons who shall be the
Contractor's responsible representative(s). Such responsible representative(s) shall be the only person(s) Subcontractor
shall look to for instructions, orders and/or direction.
G. Subcontractor Responsible Representative. Subcontractor shall designate a responsible representative who shall
be present on the Project site at all times when the Subcontract Work is being performed. This representative shall be in
charge:�of scheduling, quality control, and safe execution of the Subcontract Work. The representative shall be authorized
to recei�ue and proceed with instructions from Contractor's on-site representative, and to sign any extra work orders or back
charges that occur during the Subcontract Work. �
H. I Correction of Work. Any Subcontract Work that does not conform to the Contract Documents, industry standards, I'
laws ar�d applicable building codes or any finish work that is flawed or unappealing in any way shall be corrected in a timely
manner by whatever means necessary, whether observed before or during any warranty period. Further, Subcontractor �
shall cqrrect at its own expense any nonconforming Subcontract Work for which it is responsible. If Subcontractor refuses
to comply, Subcontractor shall be responsible for all costs incurred in correction of the Subcontract Work.
I. Delavs. If performance of the Subcontract Work is delayed or interfered with for any reason beyond Subcontractor's
control, and without Subcontraetor's fautt or negligence, Subcontractor may request an extension of time, as hereinafter
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provideid, but shall not be entitled to any increase in the Subcontract Price or to damages or additional compensation as a
consequence of such delays or interference, except to the extent that the Prime Contract entitles Contractor to
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, compensation for such delays and then only to the extent of any amount that Contractor may, on behalf of Subcontractor,
recover from Owner or other responsible party for such dela s. Subcontractor acknowled es and a rees that an extension
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of time�i�vill be permitted for a dela onl to the extent that such dela a is not caused or could not have been r
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anticipated by Subcontractor, (b)could not be limited or avoided by Contractor's timely notice to Owner of the delay,though
nothing�herein shall place an affirmative obligation on Contractor to provide any such notice, and (c) adversely affects the
critical ' ath construction se uence. Notwithstandin the fore oin a time extension shall I
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is in excess of one (1) day.
J. ,�Written Repuest for Time Extension. No allowance for an extension of time, for any cause whatever, shall be
claimed by Subcontractor, unless Subcontractor shall have made a written request to Contractor for such extension within
72 hours after the cause of such extension occurred, or if the Prime Contract provides for a shorter period, within su�cient
time to' ermit Contractor to give notice to Owner within the time allowed by the Rrime Contract for such notice.
K. ' Failure to Prosecute Subcontract Work. If Subcontractor at any fime shall refuse or neglect to supply a sufficient
numbe of properly skilled workers, or materials or equipment of the proper quality and quantity, or fail in any respect to
prosecute the Subcontract Work with promptness and diligence, or cause by any action or omission the stoppage or
interfer�nce with the work of Contractor or other subcontractors, Contractor may,at its option, invoke its rights and remedies
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as set forth in Section 8 of this Subcontract. Notwithstanding, Subcontractor shall be responsible for all extra costs resulfing
from its lack of diligence or failure to provide needed labor or materials to meet the Project schedule. In the event
Subcontractor is not in compliance with the Project schedule, Contractor may withhold payments otherwise due under this
Subcontract until Subcontractor meets the Project schedule. If, in Contractor's sole discretion, any person employed by
Subcontractor is deemed to be unqualified to perform the Work, or has failed to adhere to the Project safety rules, such
person shall be removed upon written request from the Contractor and shall not be permitted to return without the written
conserit of Contractor.
L. ' Overtime Work. Contractor may, if it deems necessary, direct Subcontractor to work overtime. If so instructed,
Subcontractor will work said overtime and, provided that Subcontractor is not in default of any of the provisions of this
Subcontract, Contractor shall pay Subcontractor the actual additional premium wages paid by Subcontractor plus taxes
imposed by law on such additional wages. However, if Subcontractor is, in Contractor's opinion, not proceeding in
accordance with the Project schedule,Subcontractor shall at its own expense,work such overtime as Contractor may deem
necessary to comply with the Project schedule and to complete the Subcontract Work in a timely manner.
M. � Warran . Subcontractor agrees to promptly make good without cost to the Owner or Contractor any and all defects
due to aulty workmanship and/or materials which may appear within the guarantee or warranty period so established in the
Contract Documents, and if no such period be stipulated in the Contract Documents, then such guarantee shall be in
accord'ance with Florida State law, and be effective upon completion and acceptance of the Project by the Owner.
Subcontractor further agrees to execute any special guarantees as provided by the terms of the Contract Documents, prior
to finall payment. Subcontract Work that does not conform to the requirements of the Contract Documents, including
substitutions not properly approved and authorized, shall be considered defective. .Subcontractor shall also assemble and
submit�to the Contractor three (3) complete copies in loose-leaf binders and two (2) electronic copies of DVD or CD of all
operating and maintenance data for all equipment installed as part of the Subcontract Work.
N. Use of Equipment. If Contactor allows Subcontractor to use any of Contractor's tools or equipment, Subcontractor
shall do so at its sole risk. Furthermore, as part of the use of any of Contractor's tools or equipment, Subcontractor agrees
to defe,�d, indemnify and hold Contractor harmless on the same terms and conditions as required by Section 7C of this
Subcontract Agreement, for, from and against any claims (including any claims relating to any Contractor personnel who
are used to operate the tools and/or equipment), loss, damage and/or expenses, including but not limited to attorney's fees
and coUrt costs, resulting from, arising out or in connection with the use of such tools and equipment by Subcontractor,
regard�ess of whether or not arising in part by Contractor 's actual or alleged negligence and regardless of whether
Contractor operated such tools and equipment for Subcontractor. In any and all claims against Contractor, or any of its
agents�or employees, by any employee of Subcontractor or any sub-subcontractor or material supplier, anyone directly or
indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation
under t�is paragraph shall not be limited in any way by any limitations on the amount or type of damages, compensation or
benefits payable by or for the Subcontractor or any sub-subcontractor under workers' or workmen's compensation acts,
disabili�y benefit acts or other employee benefit acts. This indemnification provision is incorporated by reference into the
Contract Documents. Additionally, the indemnification as provided in this paragraph, only, shall be subject to a monetary
limitation of �1,000,000.00, an amount which Contractor and Subcontractor both acknowledge bears a reasonable
commercial relationship to the Subcontract.
SECTION FIVE
� CHANGES AND CLAIMS
A. , Changes to Prime Contract. Contractor is not an insurer or guarantor of the Subcontract Work, of the performance
by Owner of the Prime Contract, or of the Contract Documents furnished by Owner. Subcontractor shall be bound to
Contractor by any changes or alterations made by Owner to the Prime Contract, Contract Documents, or in the amount or
character of the Subcontract Work or any part thereof, to the same extent that Contractor is bound to the Owner.
B. � Owner ReQuest for Chanqes. Subcontractor recognizes that Owner has certain rights to make changes to the
Project;� including the Subcontract Work, as provided in the Prime Contract. Subcontractor will be notified of any change
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order requests (CORs) by the Owner with respect to the Subcontract Work. Subcontractor agrees to respond to afl CORs,
including all necessary cost breakdowns,to the Contractorwithin seven(7)calendar days of receipt. Time is of the essence
for responses to any CORs and Subcontractor shall be liable for any and all additional costs and/or damages incurred
resultirrg from the failure to provide timely and/or complete responses to any CORs. Subcontractor shall be entitled to a
reasonable overhead and profit on any change order issued by Owner with respect to Subcontract Work not to exceed 15%
combin`ed for Subcontractor and all of its lower tiered parties, unless otherwise provided for in the Prime Contract.
Subcontractor shall maintain all correspondence and communication in regard to change orders solely with Contractor and
i shall not communicate directly with Owner.
C. i Contractor Changes. Contractor may, without nullifying this Subcontract, order in writing any changes which are
within the general scope of the Subcontract Work. With respect to any changes, including extra work,ordered by Contractor
for its `own convenience and not related to a change, changed condition; or extra work under the Prime Contract,
Subcontractor shall make no claim therefore unless the same shall have been fully agreed upon in writing by Contractor
prior to the performance of such extra work. Such agreement shall set forth the changed work to be done,the compensation
to be paid, and any extension of time to be granted. To be binding, any such change order must be signed by an authorized
representative of the Contractor.
, D. ,�Adj,ustment in Subcontract Price. If any Owner change or a Contractor change requires an adjustment in the
� Subcontract Price, the adjustment shall be established by one of the fol lowing methods:
� (1) mutual agreement on a lump sum with sufficient information to support the amount;
' (2) unit prices already established in the Subcontract, or if not so established, unit prices set by mutual agreement
for the adjusfinent;
(3) mutually determined costs plus a jointly acceptable mark up for overhead and profit not to exceed the lesser of
fifteen (15%) percent or that which is allowed by the Contract Documents; or
(4) as may otherwise be required by the Contract Documents.
E. Claims. A claim is a demand or assertion made in writing by Contractor or Subcontractor seeking an adjustment in
the Subcontract Price or the Project schedule, an adjustment or interpretation of the terms.of the Subcontract, or other relief
arising;�under or relating to the Subcontract, including any disputes between Contractor and Subcontractor.
F. � Claims Relating to Owner. Subcontractor must make all claims for whieh Owner is or may be liable in the same
manne� and within the same limits provided in the Prime Contract for like claims by Contractor and in sufficient time for
Contractor to make such claims against Owner or any such claims shall be deemed waived. Contractor agrees to submit
claims to Owner on Subcontractor's behalf for changes, delays, extra work, changed conditions, and the like, with respect
to Subcontract Work or, at Contractor's election, Contractor may permit Subcontractor to process a claim against Owner in
the nar�e of the Contractor�for the use and benefit of the Subcontractor. In either event, Subcontractor agrees to be bound
by the recovery Contractor or Subcontractor receives from Owner on any such claims, and Subcontractor shall not seek
any additional recovery from Contractor. Further, Subcontractor agrees to indemnify and hold Contractor harmless for,from
and against, any attorneys' fees, court costs and litigation expenses that may be asserted by, awarded to, or retained from
amounfs owed Contractor by Owner as a result of the assertion of a claim by Subcontractor. Contractor agrees to pay to
Subcontractor all such sums related to claims recovered on Subcontractor's behalf, less all costs, including attorneys'fees,
expert fees and litigation expenses, incurred by Contractor in any claim proceeding in whole or in part for the benefit of
Subcontractor.
G. I Claims Relating to Contractor. Subcontractor shall give Contractor wriften notice of all claims within seven (7)
calendar days of the date when Subcontractor knew or should have known of the facts giving rise to the event for which the
claim i� made; otherwise, such claims will be deemed to be untimely and invalid. Responsibility to substantiate any claim
by Subcontractor against Contractor rests solely with the Subcontractor. Pending final resolution of any such claim,
Subco �tractor shall proceed diligently with performance of the Subcontract Work.
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! SECTION S1X
; INSURANCE
Prior to starting Work on#he project site, Subcontractor shall provide, subject to the approval of Contractor, certificates and
endarsements evidencing the insurance required within the "Attachment"E" — Insurance Gonditians" of this Subcontract.
Any a�ceptance af Certificates of Insurance or endorsements by Contractor, ar failure of Subcontractar to provide
Certificates of lnsurance or endorsements, shal! in no way limit a� relieve Stabcontractor of its duties and responsibilities
under fhis Subcantract. All Insurance policies shaii remain in full force and effect thraughaut the contract duration.
� SECTtflN SEVEN
� INDEMNIFICATION
5ubco tractar specifically obligates itself to Contractor in the follawing respects:
A. �Patent Riqhts. Unless the par#icular design process or product is required by the Contract Documents,
Subcor�tractar shall defand, indemnify and ho(d harmiess Contractor and Owner far, from and against any and aii claims,
suits, liabilities, expenses or damages for any alleged or actual infringement or violation pf any patent rights, arising out of,
in conn�ection with or related ta the Sctbcontract Work. Subcantractor shall pay all rayalties and license fess which may be
due on,any materials which Subcontractor incorporates in#o the Subcantract Work.
B. � Pavment by Subcontractor. Subcontractor shali pay for ai( materia(s fumished arid work and labor performed for
Subcontractor under this Subcantract and shall pravide reasonable evidence to Contractor that all such payments have
been nrtacie upon Gantractor's request. Subcontractar shafl de#end, inder►�nify and hald harmless Confractor and Owner
for, fra�m and against any and all claims, suits, liabilities, damages or liens #hat may be asserted (other than by
Subcorttractor}arising out of or reEated to the Subcontract Worlc.
C. ` Indemnification. To the fullest extent permitted by law, Subcontractor shall defend, indemnify and hold harfiless
the Co�tractor, Owner, Architect and athers as required by tF►e Prime Contract from any and a!I liability, costs, damages,
attorne� fees, and expense from any claim or causes of action of whatever nature arising while on or near the project, ar
while per€orming Contract related work, including tttase cIaims relating to its Subcontractors, suppliers ar employees, ar by
reason�of any claim or dispute of any person or entity for damages from any cause directly ar indirectly relating to any
supplie s and whether or not it is alleged that the Contractor in any way contributed to the aDeged wrongdoing or is liable
due to a non-delegable duty. To the extent tha#this lndemnity Agreement obfigates Subcontractbr to indemnify Cantractor
for any'Iclaims which are caused in whole or in part by any act or amissian of the Contractor the obligation of Subcontractor
to indemnify Gontractor shall be limited ta Qne Million Dollars{$1,Q00,000}ar by the amount by which Contractor's obligation
to indemnify(Jwner is limited by the Prime Contract, whichever is greater. The Parkies hereto agree and acknowledge thet
the foregoing limitation on indemnification bears a reasonable commercia! re}ationship to this Contract. Suticontractor
acknow(edges that 1°lo of the contract suin is aflacated as payment in cansideratian for this agreement to indemnify the
Gontractor. The Subcontractor will maintain whatever security or insurance the Contractor deems necessary#o fully protect
the Contractar against any loss or liabilify. Subcontractor shall promp#ly remedy a11 damage ar loss to any property caused
in whole or in part by Subcontractor, any sub-subcontractor, or anyone directly or indirectly emplayed by any of them, or by
anyone�for whose acts any of them may be liabEe. The faregoing obligatians of Subcontractor are in addition to the other
abligations under the Master Subcantract Agreement. Subcontractor's obligation ta defend and indemnify dwner and or
Archite�t is limited to the extent caused by the negligent acts or omissians of the Subcontractor.
In any and all claims against the Contractor,or any of their agents or employees by an employee of Subcontractor,any sub-
subcon�ractar, anyone directiy or indirectly employed by any of them, or anyone for whose acts they may be liable, the
indemn�fication ob(igation under this paragraph sha(i not be iimited in any way by any (irnitation on the amaunt or type of
damages, compensation or benefits payable by or for the Subcontractor or any sub-subcontractor under workers'
campensatian acts, disability benefit acts ar other employee ben�#it acts.
D. '�Survival. The duty ta defend under this Section 7 is whoily indapendent of and separate from the duty to indemnify
and such duty to defend exists regardiess of any ultima#e iiability of Subcontractor. In any and ali ciaims against any of the
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Indemnitees by arty emptoyee of the Subcontractor ar one of its subcontractors, or anyot�e directly or indirectly employed
by any;of them, or anyone for whose acts any of them may be liable, the indemnification obligation under Section 7C will
not be:limited in any way by any limi#ation in the amount ar type of damages, compensation or benefts payabfe under any
worker's compensation acts, disability benefit acfs ar other employee benefit acts. This indemnity applies during the entire
period of the Subcontract and sha11 survive the expiration or termination of the Subcontract until such time.as any action or
acct�uriting of any matter cavered by such indemnify is determined �y a court in a final and unappea2able ruling as being
barred;by the applicable s#atute of limi#ations,
' SECTION EIGHT
; DEFAULT, TERMINAT{(7N AND REMEDlES
A. Default.
1. Notice to Cure. If the Subcontractor refuses ar fails ta supply enough praperly ski(led workers, proper
materials, or maintain the Project schedule; or if it fails to make prompt payment to its workers, subcontractors or suppliers;
or if it disregards laws, ordinances, rules, reguiations or orders of any public autharity having jurisdiction; or if it otherwise
faiis to,�perform in accordance with the provisions of this Subcontract, the Subcontractor shail be deemed in defau�t of this
Subcantract.
If the Subcontractor fails within three (3) working days after written notification to satisfactorily correct any such
default, then Contractor, without prejudice to any other rights ar remeclies, shall have the right to any or alI of the following
remedies:
(a)the right to enjoin or restrain such default and to demand and to haue specific performance;
{b}the right#o receive and recaver darnages resulting therefrom;
(c) the right ta withhold or to offs�t any progress, final or other payments under this Subcantract or any other
subca�tract between the parties now or hereatter irt farce; andlor
(d)withaut being deemed to have waived or cured such breach or default,the right to perform any act and mak�
any pa�rment for which Subcontractor is in default, in which event a!(expenses,costs,4osses,darnages, and fees(including,
withou�limitation, attorneys'fees} suffered ar incurred in so daing, pCus ftf#een percent(15%)of such costs and expenses
for ov�rhead and administrative costs, shall immediately constitute indebtedness due and owing from Subcontractor. In
exercising this right, Contractor sha11 be entitled to enter the Project site and take possession and use any materials, tfl4J8,
and eq'�ipment for such purpose.
�� in the event of an emergency affecting the safety of persons or property, Contractor may correct any such default
withou�first giving three (3)working day's written natice to Subcantractar, but shall thereafter give prompt written natice af
such action ta Subconfractor.
B. .� 7ermination. If the Subcontractor fails to satisfactorily correct such default within the three working days after written
notificat�on issued under Section 8(A}, then Contractor may, instead of or in addition to the remedies set forth in Section
8(A), issue a second notification to Subcontractor. Such second notice shall state that if Subconfractor fails to satisfactorily
carrect�any defauft within fwo{2}working days�rom the second written nati€icatian, #he Subcontract may be terminated.
!n the event of such terminatian and upon Cantractor's written request,the Subcontrac#or shall immediately remove
from tF%e Project site ail of its employees, equipment, tools, supplies and materials withaut any disruption af the work in
progress and at its own cost and expense. Should 5ubcantractor fai! to do so, Contractar shall be entitled, but under no
ob3igati�on, ta remove and store any equipment, tools, supplies and ma#eria(s at Subcontractor's cast and expense.
# Further, in the event of such termination, Gontractor shall be entitled to enter the Project site far the purpose of
comple�t�ng the Subcontract Work and sha11 be permitted #o take possession of all materials, tools and equipment to finish
the Subcontract Work either by itseff or through other contractors.
�
� In the case of termination of this Subcontract, Subcontractor shall nat be entitled to receive any further payment
until the SubcontracE Work shall be wholly finishec{, at which time, if the unpaic! balance af the amount to be paid under#his
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Subcontract shali exceed the expense incurred by Contractor, inciuding an overhead fee of fifteen(15%)percent of the cost
incurred in finishing the Subcontract Work, such excess shall be paid by Contractor to Subcontractor. However, if such
expense shall exceed such unpaid balance, the Subcontractor shall immediately pay the difference to Contractor.
C. I Insolvencv or Bankruptcy. In the event Subcontractor voluntarily or involuntarily becomes subject to bankruptcy
proceedings, makes an assignment for the benefit of creditors, becomes insolvent, or has a trustee, receiver or liquidator
appointed for any part or all of its assets, this Subcontract shall terminate. Notwithstanding the foregoing, if the
Subcontractor, or Subcontractor's trustee in bankruptcy, if any, gives notice of its intent to assume the Subcontract and
provides adequate assurance of its ability to perform hereunder,this Subcontract shall not be terminated but shall be subject
to the provisions of Section 8(A)and 8(B).
� Contractor, while awaiting the decision of the Subcontractor or its trustee to reject or to assume the Subcontract
and to provide adequate assurance.of its ability to pertorm, may avail itself of such remedies under this Section 8 as are
reasonably necessary to comply with Contractor's obligations under the Prime Contract.
D. ,I Termination For Convenience. Contractor has the right to terminate this Subcontract without cause and at
Contractor's convenience upon five(5)days notice. Upon termination of this Subcontract for the Contractor's convenience,
Subcontractor will immediately cease performance of all Work and remove all of its tools, equipment and personnel from
the Project site and Subcontractor will have no claim of any kind whatsoever against Contractor for breach of this
Subcor�tract and Contractor will be liable only for the cost of the Work actually completed in accordance with the Contract
Documents, including reasonable overhead and profit on completed work by Subcontractor prior to termination, less all
sums previously paid to Subcontractor and less all deductions made by Contractor pursuant to this.Subcontract. In the
event any termination by Contractor under Sections 8(A), (B),or(C)of this Subcontract is found to be improper or wrongful,
then any such termination shall be deemed a termination for convenience under this Section 8(D) and Subcontractor's
recove� shall be limited to amounts due under this Section.
E. Suspension of the Work by Owner. Should the Owner suspend, delay or interrupt the performance of fhe Prime
Contract, or any part of which affects the Subcontract Work, then the Contractor shall so notify the Subcontractor in writing
and Sybcontractor shall immediately suspend, delay or interrupt that portion of the Subcontract Work as ordered by
Contractor. Any claim by Subcontractor for any damages caused by said suspension of the Subcontract Work shall be
subject to Section 5 of this Subcontract.
F. ' Termination bv Owner. Should the Owner terminate the Prime Contract, or any part of which includes the
Subco tract Work, the Contractor shall notify the Subcontractor and the Subcontractor shall immediately stop the
Subco�tract Work and follow the Contractor's instructions concerning termination procedures. In the event that the Owner
terminates the Prime Contract for the convenience of the Owner, then Subcontractor's claim for any damages resulting from
termin tion shall be subject to Section 5 of this Subcontract.
G. � Continqent Assianment of Subcontract. As required by the Prime Contract, Contractor may assign this Subcontract
to the Owner. The assignment shall be effective when the Owner has terminated the Prime Contract and has accepted the
assignment by notifying the Subcontractor in writing. Subcontractor hereby consents to such assignment and agrees to be
bound to the Owner, as assignee, by the terms of this Subcontract.
H. Suspension bv Confractor for Convenience. Contractor may order the Subcontractor to suspend, delay or inferrupt
all or part of the Subcontract Work for such period of time as may be determined to be appropriate for the converiience of
the Coritractor. In such case, any claim by Subcontractor is subject to Section 5 of this Subcontract.
I. Termination bv Subcontractor. If the Subcontractor has not received progress payments that it was entitled to
receive under this Subcontract, or if the Subcontract Work has been abandoned or suspended for an unreasonable period
of time due to no fault or neglect of Subcontractor, Subcontractor shall give Contractor written notice with fifteen (15) days
to cure� Subcontractor, upon failure of Contractor to cure, may terminate this Subcontract upon giving Contractor an
additio�al fifteen (15) days prior written notice. Upon such termination, Subcontractor will be entitled to recover from
Contractor payment for all Work satisfactorify performed but not yet paid for, including reasonable overhead and profit,
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subject to the conditians of Owner payment set forth in Sectian 3{J}of this Subcontract. lrt no event s1�a11 Subcontractor be
entitled to paymen#for wark not performed or overhead and profit on wark nat perfarmed.
�
� SECTION NINE
MEDIATlC3N, ARBITRATION AND �1TtGATtQN
A. ' Continuance af Services and Pavment. Unless otherwise agreed in writing, the Subcontractor shaN continue to
pertorm its Subcontract Wark during any dispute mitigation ar resalution proceedirig. (f the Subcontractor continues ta
perForm, Contractor shall continue to make payments in accordance with this Agreement for amaunts not in dispute
�
B. ` Direct Discussions. If the Parties cannot reach resolution on a matter relating to or arising out of the Agreemenk,
khe Par+ties shall endeavor to reach resolution through goad faith direct discussions bet�een the Parties' representatives,
wha shal( passess the necessary authori#y to resofve such matter and who shall record the date of fiirst discussions. If the
Parties� representatives are not able ta resolve such matter within five {5) business Days of the date of first discussion, the
Parties� representatives shall immediately inform senior executives of the Parties in writing that resolutian was not affected.
Upon r;eceipt of such notice, the senior executives of the Parties shall meet within five (5) business Days ta endeavor to
reach r�solut�on. !f the dispute remains unresolved afker fifteen ('!5� calendar Qays from the date af first discussion, the
Parties shaii submit such matter to mediation.
C. Mediatian. If direct tiiscussions pursuant to this sectian do not result in resalution of the matter, the Parties shall
endea �or to resolve the matter by mediation through the current Construction Industry Mediatian Rules of the American
Arbitratian Assaciation,or the Parties may mutually agree to select another sek of inediation rules.The admin'sstra#ian of the
mediatron shafl be as mutually agreed by the Parties. The mediation shall be convened within sixty(6p) calendar Days of
fhe ma{ter first being discussed and shall concfude within seventy-five(75)calendar Days of the matter first being discussed.
Either Par#y may terminate Ehe med'sation at any fime after the�rst session, but the decisian to terminate shall be deSivered
in person by the terminating Party to the non-terminating Party and ta the mediator. The costs of the mediation shall be
shared equally by the Pa�ies_
D. Arbitration. All claims, disputes and other.matters in question between the Contractor and the Subcontractor
involving claims in an amount up to $500,000.00 arising out of, ar reiating to this Subcantract Agreernent or the breach
#hereo�shall be decided by Arbitration which shall be held in Manatee County, Florida in accordance with the Construction
Indust., Arbitration F2uEes o#ihe American Arbitration Association then in e�fect ur�less the parties mutuaily agree otherwise.
The arbitrator(s} shall be an attarney with at least ten (10) years' experience in construcfion law. The award rendered by
#he arbitrator(s� shall be final, and judgment may be entered upan it in accordance with applicable iaw in any court having
jurisdic�ion.
1. Notice af the demand for ar6itration shall be fled in writing with the American Arbitratian Associa#ion. The
demand for arbitration shall be made within a reasonable time after the claim, dispute or other matter in
question has arisen, and in no event shal!it be made after the date when institution of legal or equitable
proceedings based an such claim, dispute or ather matter in questian wou(d be barred by the applicabie
statute of limitatians.
2. Unless otherwise agreed in writing, if a demand for arbitration is filed before completion af the
Subcontract Work, the Subcantractor sha8 carry on the Subcontract Work and shall malntain its grogress
during any arbitration proceedings.
E. � l.itiqa#ian. lf the rnatter invo3ves claims of$500,00'4.Q{} ar more and remains unresalved after subrr�ission of the
matter�to mediation as set forth above, the Parties shall submit #he matter to Litiga#ion in either the state or federal court
having jurisdiction of the r�natter in Manatee Gounty, Florida.
F. � In the event of litigation, arbitration or other form of alternative dispute resolution as may be provided for in the
Prime Contract between {}wner and Contractor concerning any part ar al! of the Subcontract Woric, Contractor shail have
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the right to have Subcontractor join in such proceedings as a party and be bound by the result. To the extent that the
dispute between Contractor and Owner involve matters relating to this Subcontract Agreement, it shall be the responsibility
of Subcontractor to prepare Contractor's case to the extent the proceedings are relafed to this Subcontract Agreement.
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, G. ' Subcontractor further agrees to be joined as a party in any litigation, arbitration or other form of altemative dispute
resolution if such other proceedings involve matters relating to this 5ubcontract Agreement.
� H. I� Venue. The venue of any mediation, arbitration and/or litigation shall lie solely in Manatee County, Florida.
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' SECTION TEN
COMPLIANCE WITH LAW
As it relates to the Subcontract Work, Subcontractor shall keep and have available all necessary records and shall
II make all payments, reports, collections and deductions, and otherwise do any and all things so as to fully comply with all
federa�, state and local laws, ordinances and regulations in regard to: (a)the production, purchase and sale, furnishing and
deliver�ng, pricing and use or consumption of materials, supplies and equipment; (b) the hiring, retention and conditions of
employees and their hours of work and rates and the payment of their wages; and (c) the keeping of records, making of
reports, and the payment, collection and/or deduction of federal, state and local taxes and contributions.
� Subcontractor also shall: (i) comply with all federal and state laws, codes, and regulations and all municipal
ordinances and regulations in effect where the Subcontract Work is to be performed; (ii) pay all costs and expenses in
connection with such compliance; (iii) pay all fees and taxes (including sales transaction and use taxes, if applicable) and
also pay all taxes imposed by any state or federal law for any employment insurance, pensions, old age retirement funds
or any�lsimilar purpose; and (iv) furnish.all necessary reports, and information to the appropriate federal, state, county and
municipal agencies, with respect to all of the foregoing.
� SECTION ELEVEN
SAFETY
A. ' Hazard Communications: Subcontractor, at its own expense, shall provide Contractor any and all literature and
information for submissions of hazard materials and hazard communications as required by the Occupational Safety and
Health Standards as set forth in Chapter 29 of the Code of Federal Regulations, Part 1910, including, but not limited to, all
those t at deal with written hazard communications programs, and other forms of warning, Material Safety Data Sheets,
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B. ;� Safetv. The Subcont�actor, at its own expense, shall take all reasonable, precautions to protect persons and
I property at or adjacent to the Project site from damage, loss or injury resulting from the Subcontractor, its employees or
other a ents in their erformance of the Subcontract Work. If an accident oc
�9 P y curs, or any person is in�ured, or property
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ISubcontractor shall conform to the safety policies of the Owner and Contractor, and shall comply with all current
safety requirements promulgated by any governmental authority, including without limitation, the requirements of the
Occupational Safety Health Act of 1970 OSHA and the Construction Safe Act of 1969.
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� Subcontractor shall indemnify and hold harmless Contractor for, from and against all liability, loss, damage, cost,
claims, awards, judgments, fines, expenses (including litigation expenses and reasonable attorney's fees), claims or
liabilities for harm to person or properties, expenses incurred pursuant to or attendant to any hearing or meeting and any
other applicable costs which may be incurred by Contractor resulting from or relating to Subcontractor's failure to fulfill its
obligations under this Section 11.
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t Subcontractor will have sole and exclusive responsibility for training its employees in the proper handling of
hazardous materials or participation in hazardous operations and the precautionary measures required. Subcontractor will
supply�all protective clothing and devices necessary to protect its employees from hazardous materials while on the Project
site. 'P
If Subcontractor encounters material reasonably believed to be hazardous materials that have not been rendered
harmless, Subcontractor will immediately stop work in the area affected and report tlie condition to Contractor in writing. If
the material is hazardous and has not been rendered harmless, the Subcontract Wo�k in the affected area will not be
resumed except upon written agreement of Contractor. Subcontractor will not store, dump, release or emit any oil,
hazardous waste or other hazardous materials on, at, under or in the vicinity of the Project site.
�
� In addition to any other Owner or Contractor Safetypolicies, Subcontractor, its employees and other agents SHALL
WEAR HARD HATS AND SAFETY GLASSES AT ALL TIMES with full optic colored shirts (no sleeveless or tank tops)
and/or safety vests while on site. Subcontractor shall constantly police this requirement.
C. Public Protection. Subcontractor shall provide, erect and maintain proper warning signals, signs, lights, barricades
and fences on and along the line of the Subcontract Work and shall take all other necessary precautions for the protection
of the Subcontract Work and for the safety of the public.
SECTION TWELVE
MISCELLANEOUS
A. Submittals/Shop Drawinqs/Approvals. All.drawings of Subcontractor shal(be submitted for approval of Architect or
Engineer through Contractor and all other communications between Subcontractor and Architect, Engineer, or Ownerwith
respect to Subcontract Work shall be transmitted through Contractor. All submittals and shop drawings shall be delivered
to the Contractor within twenty-five (25) days after the date of this Subcontract unless (i)the Project schedule indicates an
earlier�delivery or (ii) the Contract Documents or General Provisions require an earlier delivery, upon which the
Subco�tractor shall deliver submittals and shop drawings in a time appropriate to sustain the progress of the schedule and
meet the requirements of the Contract Documents.
B. Possession Prior to Completion. Whenever it may be useful or necessary for Contractor to do so, Contractor shall
be per'mitted to occupy and/or use any portion of the Subcontract Work which has been either partially or fully completed
by Subcontractor before final inspection and acceptance by Owner, but such use and/or occupation shall not relieve
Subcontractor of its guarantee of the Subcontract Work and materials nor of its obligation to make good at its own expense
any defect in materials and/or workmanship which may occur or develop prior to Contractor's release from responsibility to
OwnerJ so long as damage has not occurred due to Contractor's occupancy and/or use.
C. � Other Contracts. The Subcontract Work constitutes only a part of the work being performed for Owner by Contractor
and other subcontractors. Subcontractor, therefore, agrees to perform the Subcontract Work in such a manner that it will
not injure, damage or delay any other work performed by Contractor or any other subcontractor, and agrees to pay
Contractor for any damages or delay that may be caused to such other work by Subcontractor or by its agents or employees.
D. ` Independent Contractor. Subcontractor is an independent contractor. Subcontractor agrees to defend, indemnify,
and hold harmless Contractor and to reimburse Contractor for any expense or liabilities incurred under applicable I
unemp�oyment statutes in connection with employees of Subcontractor, including a sum equal to benefits paid to those who ��
were Subcontractor's employees, where such benefit payments are charged to Contractor pursuant to any state ��
unemployment compensation statute.
E. ,Architect-Enqineer. The words"Architect"or"Engineer"as used herein refer to the person appointed by Owner in
accordanee with the Prime Contract. �
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F. � Pavrolls. (f required by the Contrac# Dacuments, payralis and affidavits cavering all labor perFormed by
Subcontrac#or for the 5ubcontract Work will be submitted directly to Contractor. If required, weekly payrolis and affidavits
af Subcontracto�s shail be submifited in #he farrnat describeci in the Con#ract Documents within ihree (3} days after the
normal weekly payday. Payrolls must set out accurately and campletely, the name, exact occupation, hourly wage rate,
hourfy overtime wage rate, hours worked each day, totaf regular and total premium time hours worked each week, gross
pay, d�ductions(Cisted separately and clearly identified}, and net amount paid to each empiayee.
G. s Assiqnment. Subcontractor shall not assign or suble#the Subcontract Work either in whole or in part without fhe
prior written consent of Contractar.
H. � Engineerin�. Subcontractor shail furnish all iayout and engineering in connection with the Subcontract Work,un(ess
specifically provided for atherwise, and shall conform with the initial lines and grades established in the Prime Gontract.
I. As Builts. �ubcontractor shall be responsibl�for and provide Gontractor a minimum of three(3)sets af documents
accura ely portraying the Subcon#ract Work"As Built".
J. Equal Oppartuni�, During the performance of the Subcontract Work, 5ubcantrac#or shall not discriminate against
any af fs employees because of race, calor,creed, or national origin.
K. Vilorkin� Fiours and HolidaYs. The working hours on the Project shaif be set by the Cantractor's Representative
and Subcontractor shall observe these hours unless direc#ed otherwise by the Contractor's Represenfative. Contractorwill
abserve the following holidays and Subcontractor shall observe the same holidays on the Praject unless directed otherwise
by Ehei Contracf4r: Neuv Year's Day, Memarial Day, Independence Day, Labor Day, Thanksgiving Day, day after
Thanksgiving, and Christmas Day.
L,. � Punch List. Fai(ure of Subcontractor to correct or comp(ete"Punch List"items within ten (10) days after receipt of
a list of such items, thereby causing delay in release of retention of others,will be subject ta interest at#he rate 10%of the
entire Prime Contract retentian. Such interest shall be deducted fram Subcon#ractar and disfributed on a pro-rata basis to
the other subcontractors. In addition, shoufd it be necessary for the Architec#or other authorized Owner's Rep�esentative
to make more ft�an Ewo {2) inspection trips to determine if the Work is subsfantEally comp{ete because of Subcontractor's
failure�o timely and promptly carrect or complete Punch List items, any charges for such additional trips assessed against
Contractor shall be, in turn, assessed against Subcontractar.
M. I Attachments. All attachments, endarsements and exhibits a�xed to this Subcontract shall be part of this
Subca tract.
N. Amendments and Modifications. Any amendments to this Subcontract shall be in writing and signed by the parties
hereto. ModiFications made to the original warding of Ehis Subcontract must be initia(ed by bath parties ar said modifrcatibns
shall nat be valid to modify this Subcontract.
Q. Clean-Up. dn a.daily basis Subcontractor shall cleanup all refuse and rubbish caused by Subcontractor. On
comple ion of any unit of the Su�contract Work, and upon final completion of the Subcantract Work, Subcantractor in
additior't to c(eaning up afl refuse and rubb"ssh caused by Subcontractor, shal( remove promptiy all temporary protections,
excessl materials, taols and structures, and the like, which may have been braught on the premises or erected by
Subcor�tractor. In addition, Subcontractar shal! remave marks, stains, fingerprints, soii, paint, mortar from ceramic tile,
marble iand all other finish surfaces and shall leave all surfaces, fi�ctures, cabinetwork and equipment in an undamaged and
new ca dition. !n the event of the failure of Subcontractor to do any of the above, Contractor rnay, after giving twenty four
(24}�to�rs written notice, clean up the premises at the cost and expense of Subcontractor, including fifteen percent(15°l0)
of such costs for Contractar's overhead and prafit.
P. Bindinq Effect. This Subcontract shall bind the heirs, executors, successors and assigns of the parties hereta.
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Q. Governinq Law. This Subcontract shall be governed and construed in accordance with the laws of the State of
Florida.
R. , Notices. Any notices or other communications required or permitted hereunder shall be sufficiently given if in wrifing
and i delivered ersonall and to desi nated contact erson at fhe address for notice ii sent b certified mail return recei
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requested, postage prepaid, or(iii)sent by overnight express mail, addressed as shown below, or to such other address as the
party concemed may substitute by written notice to the other. All notices personally delivered shall be deemed received on the
date of delivery. All notices forwarded by mail shall be deemed received on a date seven (7) days (excluding Sundays and
� Holidays) immediately following date of deposit in the U.S. Mail. However, the retum receipt indicating the date upon which all
notices were received shall be prima facie evidence that such notices were received on the date on the return receipt.
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S. I Signaqe. Without Contractor's written permission, Subcontractor shall not post or display on the Project site any
sign, banner or other object advertising Subcontractor and shall prevent its sub-subcontractors and suppliers from doing
the sa e.
T. Headings/Construction. The section and paragraph headings contained in this Subcontract are for reference
purposes only and shall not affect in any way the meaning or interpretation of this Subcontract. The language and all parts
of this�Subcontract shall in all cases be construed according to its fair meaning, and neither this Subcontract, nor any
provision of this Subcontract, shall be construed strictly for or against either Contractor or Subcontractor as the result of its
role in the preparation of this Subcontract or otherwise.
� U. ( Record Retention. Subcontractor shall maintain all Project records for a period of five (5} years after Final
Completion. To the extent the work is performed on a cost plus or GMP basis, Contractor shall have the right to audit all
books and records of Subcontractor as it relates to the Project.
I
WHEREFORE the
, parties have entered into this Subcontract as of the day and year first written above.
CONTRACTOR: SUBCO
NTRACTOR:
CORE IConstruction Services of Florida, LLC Swanson Fire Protection, Inc.
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Its: 1 �„ %. Its:_�,��i.Gt�i'r
Date: .3 �B l{� Date: .�j—��--f L�
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I CONSTRUCCION
' ATTACHMENT A
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� SCOPE OF WORK
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Project Name: Summerset Apartments
CORE Project No: 15-01-003
Commitment#: 15-01-003016
Phase�Code:21-1000-10000
Subcolntractor:
Swanson Fire Protection, Inc.
2220 �R 210 West, Suite 108-139, Jacksonville, FL 32259 I
Phone 904-522-1659 ���
Fax: 904-522-1660
Contact Person: Glen Bolde
Author�zed Signer: John P Swanson, President �
Conta It Email: gien@swansonfire.com ��,
LUMP'SUM BASE BID FOR LABOR, MA7'ERIAL AND FREIGHT $141,000.00 I
No Bond Included
Subcontractor has accounted for, as part of this lump sum base bid subcontract agreement, any and all potential material
cost in j reases over the course of the project, unless otherwise noted in the scope of work.
SCOPE OF WORK:
1. Subcontractor shall perform the scope of work generally described as:
ALL "FIRE SPRINKLER DESIGN AND CONSTRUCTION" WORK. New Construction of a 4-story wood-frame �'
apartment building containing (2) buildings with 96 units total with associated site work and amenities. I
2. Subcontractor shall provide a complete tumkey, (i.e., furnish and install), scope of work, including any required ',
accessories. This sco e of work is to include com liance with
P p manufacturer's recommendations lans
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specifications, the current Florida Building Code and the City & County Requirements including but not be limited
to:
a. Subcontractor is responsible for loading and unloading of all defiveries associated with their own scope of '
work. Unload, stage, and distribute all materials as required directly onto each floor or into the unit.
b. Subcontractor is responsible for all cranes, lulls, scaffolding, and hoisting for their work including all
four stories and the roof. Subcontractor includes a qualified operator for all equipment.
c. Subcontractor to coordinate and supply all material and labor to comply with OSHA and CORE
safety policies at all times. Subcontractor to coordinate and supply all material and labor to comply
with OSHA and CORE safety policies at all times. CORE requires OSHA compliant footwear, safety
glasses and hardhats, pfus reflective vest or high-vis work shirts to be worn by everyone at all times.
Fall Protection will be required for all employees subject to a fall of 6'0"or greater.
d. Subcontractor is to work off of temporary power provided by subcontractor until permanent power is
available.
e. Subcontractor shall employ a full time superintendent on the project, fluent in English and capable of
directing subcontractor's workforce, for the duration for the work. Said superintendent shall be acceptable
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to tfie Contractor and shall not be removed or replaced without the prior written permission of the
Contractor.
f. Subcontractor is responsible to forward all applicable submittals to the Contractor without delay.
' Submittals shall be submitted electronically through Submittal Exchange and within 2 weeks of contract
date. Submittals should include a cover page, table of contents, the items detailed in the specifications
and the items listed below:
, • Product Data
i • Sprinkler Heads
' • Signed/Sealed Shop Drawings
g. Subcontractor to supply all applicable M.S.D.S. sheets for products used on this project without delay.
h. Subcontractor includes all material cost increases for the duration of the project.
� i. Subcontractor to inspect and accept substrates prior to starting their scope of work. Subcontractor to
� notify Contractor of any deficiencies so that they can be corrected prior to the start their work.
Contractor to make corrections in a timely fashion.
j. All debris from Subcontractors scope of work to be placed in jobsite dumpster(Removal of container by
others). Daify cleanup is REQUIRED and is not an option.
k. Subcontractor to provide applicable samples/mock-ups for approval.
I. Subcontract includes one subcontractor Punch Out walk-through, orie CORE management Punch Out
walk-through and one Developer Punch Out walk-through.
m. Subcontract includes applicable attic-stock of materials to be turned over to the Owner at the completion
of the project.
n. Design of the entire fire sprinkler system is the responsibility of the subcontractor and must comply with
all national, state, and local codes and ordinances.
o. Subcontractor shall be Engineer of Record for fire protection scope. Signed and sealed hardcopies of all
shop drawings fo be provided in addition to electronic copies shall be provided to CORE
p. The fire sprinkler system shall be in compliance with NFPA 13-R
q. Subcontractor is responsible for submittal approval from the local Fire Marshal and Building Department
as well as required permit fees.
r. Subcontractor is required to participate in above ceiling coordination with other subcontractors to mitigate
conflicts
s. Subcontractor will being 1'AFF with a connection to the flange at the fire sprinkler riser location.
Subcontractor to provide CORE with desired location of fire riser.
t. Furnish and install flow and tamper switches to be wired by others
u. Furnish and install signs, decals, tags, and labels on buildings and piping as required by code
v. Provide as-built drawings immediately upon completion of the project
w. Include sprinkler heads at balconies, stair wells, elevator shafts, trash chutes, and other rooms as
required by NFPA.
x. Subcontractor will conduct current flow tests, if necessary
y. Supply and install fire sprinkler head cabinets with extra heads required by NFPA.
z. All heads are to be semi-recessed
aa. Protect heads, cover plates, and escutcheons from painting
3. Subcontractor has accounted for, as part of this lump sum base bid Subcontract, the fact the contract documents
may not contain all required details, parts or pieces necessary to provide a complete and functioning.system,
therefore, it is the responsibility of the Subcontractor to make�easonably inferable assumptions and allowances,as
part of their lump sum base bid proposal, so as to help account for design omissions and ensure that all elements
associated with the scope of work comply with all governing codes and regulations using best engineering practices.
SCOPE OPTIONS:
1. INSTALLATION OF 1000GPM FIRE PUMP ADD$47,798.00
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TIME SCHEDULE:
1. I IT IS ANTICIPATED THAT THE "FIRE SPRINKLER DESIGN AND CONSTRUCTION" WORK WILL
i COMMENCE AS SOON AS THE CONSTRUCTION SCHEDULE ALLOWS. IT IS EXPECTED THAT
SUBCONTRACTOR WILL PROVIDE ADEQUATE MANPOWER TO MEET THE SCHEDULE DURATIONS,
ti AND THAT MULTIPLE CREWS MAY BE NEEDED IF PHASES OVERLAP.
' • Rough-in fire sprinkler-3 Days per building per floor Ci�.b��1 5 D�YS �Bv��D�P��2
� • Trim out fire sprinklers-1 day per building per floor P�-DG:'�` Z-
CONS�TRUCTION DOCUMENTS:
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1. t Subcontractor shall adhe�e to all project specifications within the Project Manual as referenced in the Attachment
C-Enumeration of Documents section of this Subcontract, specifically referencing the following:
A. Division 00-Bidding and Contract Requirements-Provide all labor, material, equipment,and services required
to furnish and install all items included in this division of the project manual and as it relates to Subcontractor's
scope of work.
B. Division 01 -General Requirements-Provide all labor, material, equipment, and services required to furnish
and install all items included in this division of the project manual and as it relates to Subcontractor's scope of
work.
C. Section 211300-4-Fire Suppression Sprinklers-Provide all labor, material, equipment, and services required
to furnish and install all items included in this section of the project manual, as it relates to the scope of work.
2. Subcontractor shall adhere to all project drawings as referenced on the Attachment C-Enumeration of Documents
portion of this Subcontract.
PROJECT SPECIFIC PROVISIONS:
1. Contractor will be utilizing Bluebeam software on this project to maintain an electronic set of As-Built
Documents. Subcontractor is to electronically furnish all as-built documents, appropriate warranties and guarantee
information, equipment manuals, operations and maintenance manuals as a condition to and prior to final
completion and final payment. A Studio Project within Bluebeam ("Bluebeam Studio ProjecY')has been created for
this project and access will be given to all Subcontractors. All construction documents will be accessible to
Subcontractors through the Bluebeam Studio Project. It will be the responsibility of the Subcontractor to
electronicafly as-built the documents in the field. CORE will be going paperless on this project. Subcontractor shall
submit (1) electronic copy of all closeout documents and as-builts. No hard copies are needed. Contractor will
provide adequate training and support on the Bluebeam software to all Subcontractors.
2. Subcontractor shall provide a one (1) year, full coverage, material and workmanship warranty, as well as, all
manufacturer extended warranties as required per the specifications.
Acceptance af this Subcontract acknowledges the use of and compliance with the Guarantee of Work form included
in this subcontract package. This requirement supersedes any preceding and subsequent warranty related
documents or materials provided before or after the date of this subcontract. This requirement can only be changed
by specifically expressed and signed agreement by both parties.
This Guarantee of Work form shall be signed and returned prior to commencement of work. Failure to do so will
result in delay of payment.
3. Subcontractor shall provide all mobilizations as required to complete the scope of work as per the dates set forth
on the monthly baseline and weekly look-ahead schedules.
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4. Per Subcontract Section 3; G. - Lien Waivers and Affidavits and H. -Withholding of Progress Payments; CORE
will require all subcontractors to provide monthly lien releases from all suppliers and 2nd tier subcontractors
regardless if an NTO is filed. !n order to facilitate obtaining these releases we will require you to submit a list of all
; supplier/subcontractors you will be using on this project prior to commencing work onsite. If you will using material
, pulled from stock, a letter on your letterhead needs to be provided
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5.i Invoices are to be submitted on the 20'h of each month projected through the 25'h of month, on the pay appfication
g template included.
6.� Each Subcontractor is solely responsible for the coordination, accuracy, and completeness of each submittal provided
by your company, as it relates to the intent of the plans and specifications. Esch shop drawing and/or product data
', sheet, etc.shall be stamped by you to indicate your review and approval. Any deviation from the Contract Documents
� shall be clearly identified and appropriate material substitution request forms completed. All submittals shall be
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i submitted in electrornc format onlme usmg Submittal Exchange, www.submittalexchange.com. Traming is available
� online upon request. Subcontractors that are required to submit 3-D models need to submit their shop drawings in both
2-D and 3-D format.
7. Subcontractor acknowledges the features specified in the attached Exhibit B-FHFC(RFA 2013-001) Required
Features are requirements of the project and are included in the scope of work as applicable.
8. This project will be seeking certification under Florida Green Building Coalition green building checklist. (See
attached Exhibit A). Subcontractors will be required to submit two (2) sets of additional submittals of product data
and/or samples for the following scopes of work as it pertains to the rating system; plumbing fixtures, appliances,
roofing materials, flooring (except tile), HVAC equipment, insulation, windows, light fixtures, and all sealants,
coatings and paints used inside the building envelope.
EXCLUSIONS:
1. The following items are specifically excluded from the scope of work:
a. Bond
b. Fire Pump
c. Clubhouse Sprinklers
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CONSTRUCTION
Jb�liriunsntp�.Sn7u�inu.c Sa(uc....Sinrr.1D.7:
' ATTACHMENT B
' GENERAL PROVISIONS
Project Name: Summerset Apartments
CORE Project No:# 15-01-003
�
GENERAL PROVISIONS:
1. Subcontractor shall notify Contractor of any and all discrepancies with other trades'work prior to commencing with any i
work on-site. �
2. Subcontractor shall review existing site conditions and accept as part of scope. �
3. Subcontractor shall contact local utilities prior to commencing with any underground work on-site. All results to be I
provided to Contractor for as-built documentation purposes.
4. Subcontractor shall notify Contractor if any labor, material, equipment or service is unavailable,and will subsequently
affect execution of the scope of work in terms of schedule or quality.
5. Subcontractor shall provide protection of all exisfing,adjacent surfaces from damage. If an existing,adjacent surface
is damaged, as determined by Contractor, as a result of the scope of work, a 24-hour notice to repair will be given. If
no action is taken, the damage will be repaired by Contractor,and a back-charge will be issued to Subcontractor.
6. Subcontractor shall provide all machinery and equipment as needed to complete the scope of work.
7. Subcontractor shall provide and maintain competent project supervision throughout the duration of the project.
8. Subcontractor shall coordinate and interface with all trades,and ensure that a foreman is in attendance at all weekly
coordination and safety meetings held at the jobsite. Failure to attend this weekly meeting may result in a One
Hundred Dollar($100.00)fine against the subcontractor.
9. Subcontractor shall adhere to all monthly baseline and weekly look-ahead schedules. If an activity associated with
' the scope of work falls behind, it will be Subcontractor's responsibility to provide Contractor with a scope specific
� recovery schedule clearly documenting how the lost time will be made up, (e.g., overtime, increased manpower,
' etc.).
10. Subcontractor shall provide all mobilizations as required to complete the scope of work as per the dates set forth
on the monthly baseline and weekly look-ahead schedules.
11.. Subcontractor shall provide daily clean-up of the jobsite to an on-site dumpster provided by Contractor, unless
otherwise agreed to by Contractor. If Subcontractor is not providing satisfactory clean-up,as determined by Contractor,
a 24-hour notice to repair will be given. If no action is taken,necessary clean-up will be implemented by Contractor,and
a back-charge will be issued to Subcontractor.
For every ten (10)workers that Subcontractor has on site during a given week, Subcontractor shall provide one
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(1) laborer for a composite cleanup crew for one 8-hour day per week.
12. Subcontractor shall provide off-site storage space, parking,jobsite transportation, etc., unless otherwise agreed to by
Contractor.
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13. Subcontractor shail be responsible for all license, permit, inspection and fee related costs associated with the scope of
w work, unless otherwise agreed to by Confractor.
14a Subcontractor shall provide dust control efforts associated with the scope of work.
15a Subcontractor shall notify Contractor accordingly of any and all items shown in the contract documents that do not
meet general code requirements.
16; If as-built(s) are applicable to scope of work, Subcontractor is to furnish all as-built drawings, appropfiate written
warranties and guarantee information,equipment manuals,operations and maintenance manuals as a condition to and
1 prior to final completion and final payment. As-built drawings to be maintained on a weekly basis — Owner's
� representative will check as-built(s) monthfy and will not fund payment applications until complete. If
subcontractor's as-built(s)are incomplete,funding will be withheld by CORE Construction until as-built(s)are
brought up to date. �
17 Subconfractor shall provide daily reports to Contractor accurately recapping ttie day's activities as they relate to the
scope of work.
18. Subcontractor shall remove,(e_g.,haul-off,relocate on-site,etc.),all trenching spoils associated with the scope ofwork,
as directed by Contractor.
19. Subcontractor shall review and approve all value engineering and value added changes with Contractor prior to
reviewing with any other project team members,(e.g., owner, architect, engineer,etc.).
20. Subcontractor shall notify Contractor of any major deliveries a minimum of seven (7)days in advance.
21. Subcontractor shall provide all unloading, handling, receiving, hoisting, storage, etc., of all materials pertaining to the
scope of work being delivered to the jobsite.
22. Subcontractor shall be responsible for the security of all their materials and equipment stored on-site. Contractor
assumes no risk for lost or stolen materials or equipment.
23. Subcontractor shall coordinate all required inspections associated with the scope of work.A 24-hour notice must be
provided to Contractor prior to scheduling any inspections.
24. All Subcontractors are required to comply with all federal and state laws and regulations pertaining to eligibility to work
in the United States or possessions. Subcontractor shall,to the extent required by applicable law,verify through the E-
Verify Program,the employment eligibility of each employee hired after December 31,2007.
25. Subcontractor shall comply with all safety requirements set forth in the Contractor Safety and Hazcom Program,
specifically noting proper attire, (e.g., Hard hats, safety glasses, high visibility vests or shirts, work boots, shirts with
minimum 4"sleeves, and long pants are required at all times., etc.), the reporting of all injury and illness, and proper
MSDS documentation for hazardous materials.
In addition to the Safety Section of the Agreement; Subcontractor's Foreman to attend mandatory weekly Safeiy &
Coordination meetings at Contractor's job traifer. "
Subcont�actor must provide Contractor's representative with a copy of"Form 101 -Employers First Report of Injury or
Illness"within 48 hours of any injury or illness that falls within the OSHA 300 reporting requirements. All injuries must
be reported to CORE Construcfion immediately after the occurrence.
Acceptance of this Subcontract acknowledges compliance with and use of the Daily Activity Hazard Analysis
(DAHA)form included in this subcontract package. This DAHA form shall be submitted to Contractor daily prior to
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commencement of work. Failure to do so wili result in delay of payment.
26: Subcontractor shall comply with all OSHA Regulations. Should OSHA levy a fine against Gontractor for lack of
; compliance speciflcally associated with the scope of work, Contractor reserves the right to deduct the fevied amount
; from future payments owed to Subcontractor.
i
27: Subcontractor agrees that their schedule of values will contain the following line item breakdowns for payment
; purposes:
A. As-built documentafion ^°• -`�-�`--�`..�'..� �-�+�—.. �i -- i"�
i B. Closeout Documents �,�. � �`�. I
" Each line item will be invoiced and approved based upon the percentage complete for that line item.
28. Subcontractor shall be responsible for the coordination, accuracy, and completeness of all submittals associated with I
the scope of work. Any deviations from the contract documents shall be clearly identified, and appropriate material '
substitution request forms completed.
29. Owner wilf not pay for stored materials unless previously approved. If approval is considered,materials must comply
with the General Conditions of the Principal Contract.
30. SUBCONTRACTOR SHALL NOT START WORK WITHOUT A SIGNED CONTRACT ON FILE WITH CORE
Construction. Should Subcontractor begin work on project without a fully executed Contract,
j Subcontractor thereby accepts Contract and stipulations as issued by CORE Construction.
a
I 31. Protection of the Work and property, barricades and safety are fhe responsibility of the Subcontractor and are
included in the Subcontract Price.
32. All applicable sales and local taxes are included in the Subcontract Price.
33. Additionally, it is understood that no retainage will be released until the Contractor receives that proportionate
retainage from the Owner.
� 34. The Subcontract description of Work may refer to a certain section of the specifications. Please be advised that the �
table of contents, supplementa conditions, eneral re uirements, eneral conditions efc. are to be included as
rY 9 q 9 , ,
, part of the Scope of Work of each Subcontract a reement as the a I to each subcontractor. Each a licable
9 Y PP Y PP
subconfractor to furnish all as-built drawings,appropriate warranty informa6on,equipment manuals and handbooks
prior to final completion.
35. This is an irrevocable declaration that no moneys will be added to or deleted from the Subcontract Price for changes
or whatever the Subcontractor may deem extra or less work without the authorization being expressed in writing
and signed by an authorized representative of Contractor as further provided in Section Five of the Subcontract As
per Section Fnre of this Subcontract, the Subcontractor is not authorized to add or defete from his Scope of Work
Iwithout this order being expressed in writing prior to the start of Work.
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36. The schedule will be directed by CORE Construction for building sequence and activity duration. As required,
Subcontractor will supply skilled manpower to meet the.schedule. The schedule in Attachment°D" is intended for
Isequencing and general flow of work onfy. Dates subject to change.
37. The project schedule durations are based on completing a sufficient amount of work to allow the trade which follows
to commence its work.'TIME"is of the essence for compfetion of this contract. CORE Construction must be notified,
in writing, of any discrepancies in the project schedule.
�
' 38. �tain days will be considered only when fhe number of days total is greater than that expected for the season.Any
request for delays must be in written form within three(3)days of the occurrence of said delay.
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ENUMERATION OF DOGUMENTS
PROJECT NAME. CORE PROJEGT NUMBER.
SUMMERSET APARTMENTS 15-0'1-003
� Drawing Description Drawing Date Stamp Date
, "Summerset Apartments"-Civi!Drawin s
� Drawing Description Drawing Date Stamp Date
f
! C1 COVER SHEET ,��-��C�1�
i C2 NOTE&SPEC1FtCATIONS 9 3-Jui-15
� C3 STROMWATER POLLUTION PREVENTION PLAN 13-JUI-15
1 C4 EXISTING CONDETtONSlDENIOZITtOi�PLAN 33-Jui-15
� C5 OVERAI�L SI7E PLAN 13-Ju1-15
� C6 HORt20NTAC.CONTROL P(AN
I 13-Ju1-15
( C7-C$ PAVtNG.GRAE7ING&DRAiNAGE PCAN 4-Jan-16
� C10 GRADING SECTIONS "13-Ju1-15
� C'S 1 WATEF2 8�SANITARY SEWER 2-�eb-16
� C12-C14 PAVING,GRApING&DRAINAGE DETAILS 18-Dec-15
� C45 UVATER AND SANITARY SEWER DETAI�S 18-DeG-15
I C16 LIFT STATION DETAILS 18-Dec-15
�
� "Summerset A artments"-Landsca e Drawin s
�
� Drawing Descripfion Drawing Date Stamp Date '
�
+ !A1 tANDSCAPE PLAN 17-Ju1-15
� lA1.5 lANDSGAPE PLAN 17-Ju1-15
I LA2 LANDSCAPE NOTES AND DETAILS 17-Ju1-15
� LA1 LANDSCAPE PLAN 17-Ju1-95
I LA7.5 LANDSCAPE PLAN 17-Ju1-15
� lfZ2 IRRIGA710N NOTES ANQ QETAILS �7-aU�-�5
�
( "Sumrr�erset A aetrr�ents"-Architec#arai�rawin s
� Drawing Descrip#ian Drawing Date Stamp Date
�
I A1.01 TITLE SHEET, DRAWING INDEX&ISSUE HISTORY 16-Oct-15
� A't.02 Ct3DE COMPLlANCE&MATRIX
� 16-Oct 15
� A1.03 GENERAL N�TES,ABBREVA(TtONS&SYM80LS $-May-15
; A1.p4 CONSTFiUCTIC}NS ASSEMBLIES 21-Aug-15
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� ENUMERATION OF DOCUMENTS
PROJECT NAME: CORE PROJECT NUMBER:
SUMMERSET APARTMENTS 15-09-003
Drawing Description Drawing Date Stamp Date
j A1.05 CONSTRUCTIONS ASSEMBLIES 16-OCt-15
i A1.06 FGBC GREEN BUILDING REQUIREMENTS 16-OCt-15
�
� A1.11 BUILDING I FIRST FLOOR LIFE SAFfEY PLAN 21-Aug-15
I A1.12 BUILDING II FIRST FLOOR LIFE SAFTEY PLAN 21-Aug-15
� A1.21 BUILDING I FOURTH FLOOR LIFE SAFfEY PLAN 21-AUg-15
I A1.22 BUILDING II FOURTH FLOOR LIFE SAFTEY PLAN 21-Aug-15
�
� A2.01 ARCHITECTURAL SITE PLAN 21-Aug-15
�
+ A5.01 BUILDING I ARCHITECTURAL SLAB PIAN 21-Aug-15
� A5.02 BUILDING II ARCHITECTURAL SLAB PLAN 21-Aug-15
I A5.03 CLUBHOUSE ARCHITECTURAL SLAB PLAN 21-Aug-15
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� A5.11 BUILDING I FIRST FLOOR PLAN 16-Oct-15
I A5.12 BUILDING II FIRST FLOOR PLAN 21-Aug-15
� A5.13 CLUBHOUSE DIMENSION PLAN 21-AUg-15
I A5.14 CLUBHOUSE NOTE PLAN 21-Aug-15
I A5.15 CLUBHOUSE REFLECTED CEILING PLAN 21-Aug-15
� A5.16 CLUBHOUSE ENLARGED PLANS&INTERIOR ELEVATIONS 21-AUg-15
I A5.17 CLUBHOUSE ENLARGED PLANS 8 INTERIOR ELEVATIONS 21-AUg-15
� A5.18 CLUBHOUSE INTERIOR ELEVATIONS&ACCESSIBILITY DETAILS 21-Aug-15
I A5.21 BUILDING I SECOND FLOOR PLAN 21-Aug-15
� A5.22 BUILDING II SECOND FLOOR PLAN 21-Aug-15
( A5.31 BUILDING l THIRD FLOOR PLAN 21-AUg-15
I A5.32 BUILDING II THIRD FLOOR PLAN 21-Aug-15
I A5.41 BUILDING I FOURTH FLOOR PLAN 21-Aug-15
� A5.42 BUlLDtNG II FOURTH FLOOR PLAN 21-Aug-15
I A5.51 BUILDING I ROOF PLAN 16-OCt-15
I A5.52 BUILDING II ROOF PLAN 16-OCt-15
� A5.53 CLUBHOUSE ROOF PLAN 21-Aug-15
� A5.60 UNITA1 PLANS 21-Aug-15
i A5.61 UNITA2-UFAS PLANS 16-OCt 15
+ A5.62 UNITA3 PLANS 21-Aug-15
I A5.63 UNIT B1 PLANS 21-Aug-15
� A5.64 UNIT B2 PLANS 21-AUg-15
I A5.65 UNIT B3 PLANS 21-Aug-15
� A5.66 UNIT B4-UFAS PLANS 21-AUg-15
' A5.67 UNtT 65-UFAS PLANS 21-Aug-15
i A5.68 UNIT B6-UFAS PLANS 21-Aug-15
A5.69 UNIT C1 PLANS 21-Aug-15
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E UME T OF D CU ENT
; N R�4 ION O M S
PROJECT NAME: CORE PROJECT NUMBER: ��
''� SUMMERSET APARTMENTS 15-01-003 �i
; Drawing Description Drawing Date Stamp Date I
I A5.70 UNIT C2-UFAS PLANS 21-Aug-15 I
A5.71 UNIT INTERIOR ELEVATIONS-KITCHENS 16-Oct-15 I
� A5.72 UNIT INTERIOR ELEVATIONS-BATHROOM 21-Aug-15
I A5.81 ENLARGED PLAN 16-Oct-15
� A5.91 UNIT DETAILS, FINISH SCHEDULE&ACCESSIBILITY DIAGRAMS 16-Oct-15
� A5.92 UFAS/FBC-A UNIT DETAILS&ACCESSIBILITY DIAGRAMS 8-May-15
� A5.93 FHA CLEAR FLOOR SPACE DIAGRAMS 8-May-15
� A5.94 UFAS/FBC-A CLEAR FLOOR SPACE DIAGRAMS 16-OCt-15
; A6.11 BUILDING I EXTERIOR ELEVATIONS 16-OCt-15
I A6.21 BUILDING II EXTERIOR ELEVATIONS 16-OCt-15
� A6.22 BUILDING II EXTERIOR ELEVATIONS 16-OCt-15
I A6.31 CLUBHOUSE EXTERIOR ELEVATIONS 21-Aug-15
� A6.41 ENLARGED ELEVATIONS DETAILS 16-OCt-15
, , A6.51 ENLARGED ELEVATIONS DETAILS 8-May-15
� I
� A7.01 CLUBHOUSE BUILDING SECTIONS 16-OCt-15
� A7.02 APARTMENTS BUILDING SECTIONS 21-Aug-15
I A7.03 APARTMENTS BUILDING SECTIONS 21-Aug-15
� A7.11 EXTERIOR WALL&BALCONY SECTIONS 16-OCt-15
! A7.12 EXTERIOR WALL&DETAILS 16-Oct-15
( A7.13 WALL SECTIONS 8 DETAILS 16-OCt-15
� A7.14 REMObED" �,. - ;:,-:,..;�,'r, . _:;` �-�;:'�-�.
s,' ";;,,,_,�',;;'
I A7 15 PARTIAL SECTIONS 16-OCt-15
�
I A7.21 BUILDING SEPERATION-FIRE WALL SECTIONS 8�DETAILS 21-AUg-15
�
� A7.31 WALL SECTIONS DETAILS 16-Oct-15
I A7.32 WALL SECTIONS DETAILS 16-OCt-15
I A7.33 WALL SECTIONS DETAILS 16-OCt-15
+ A7.34 WALL SECTIONS DEfAILS 16-OCt-15
�
� A7.41 CLUBHOUSE WALL SECTIONS 8�DETAILS 16-Oct-15
I A7.42 WALL SECTIONS&DETAILS 21-Aug-15
I A7.51 ROOF TO HEAD WALL DETAIL 8-May-15
� A7.52 ROOF TO HEAD WALL DETAIL 8-May-15
� A7.53 ROOF TO HEAD WALL DETAIL 8-May-15
� A7.54 ROOF,TU�HEAD`1NALL=DETAIL-'';;-�"; ` _ _ _
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� ENUMERAl'ION OF DOCUMENTS
PROJECT NAME: CQRE PROJECT NUMBER:
SUMMERSET APARTMENTS 15-0'I-003
a Drawing Description Drawing Date Stamp Date
� A7.91 PENEtRATtON&WlNDOW lNSTA�CATION DETAiL.S 8-May-15
� A8.q1 STAIR SECTIONS 21-AUg-15
� A8.02 STAIR SECTlONS C}EFAILS 16-OCt 15
I A8.03 STAIR SECTIONS 16-OCt-15
� A8.2'1 ElEVA'1"OR SECTiONS&DETAILS 29-Aug-95
�
� A9.11 DOOR SCHEC}lJLE&DETAILS 2�_A�g..��
I A9.12 DOOR DETAILS 16-OCt-15
( A9.21 WINQQW BCHEQULE&DETAfLS �g_p��_��
� A9.22 WINDOW DETAiLS 16-OCt-15
�
� A19.39 DUMPSTER ENCLOSURE PLANS, ELEVATIONS&DETAILS 21-Aug-15
�
� "Summerset A artments"-Structural Drawin s
� Drawing C}escription Drawing aate 5tamp l3ate
�
� 53.00 GENERAL NC}TES
21-Aug-15
� 53.01 TYPICAL SECTIONS ANQ DETAt�S 16-OCt-35
I S3.Cl2 SHEAR WAALL SCHEDULE AND TYPICAL SECTIQNS AND 21-AUg-15
� 53.91 FOt1NI}AT10h!PLAN 21-Attg-15
I S3.12 FOUNDATION PLAN 21-Aug-15
� S3.'t3 C�USNOUSE FOUNf)ATION PLAN 2�_pA��-��
�
� S4A'i SEGTiONS ANQ DETAILS 16-QCt-15
� S4.02 �ECTIQNS AND DETAILS 16-Oct-95
( S4.21 SEGOND FLOOR FRAMtNG PLAN 16-OCt-35
� S4.22 SECOND FLOOR FRAMING P1AN 16=0ct-15
( 84.23 ROOF FRAMlNG PLAN ��_p��_q�
� S4.31 'THIRD FLOOR Fi�AMING Pi.AN 16-Oct-15
� S4.32 THIRD FLOOR FRAMING PLAN 16-OCt-15
� S4.41 FOtlRTN FLOC}ft FRAMiNG PtAt�! 16-OCt-15
� S4.42 FOURTH FLOOR FRAMING PLAN 16-OCt-15
� S4.5'! ROOF FRAMiNG PIARt 21-Aug-15
I S4.52 FtOOF FRAMING PLAN 21-Aug-15
f S4 9.33 DUMPSTER ENCLOSURE FOUNDDATIQN PLAN,SECT1CiN AND �1 Aug-15 �
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� ENUMERATION OF DOCUMENTS
�PROJECT NAME: C(?RE PROJEC7 NUMBER:
�
SUMMERSET APARTMENTS 15-0'I-003
; Drawing Description Drawing Date Stamp Date
� "Summerset A artments"-Mechanical Drawin s
� Drawing Description Drawing Date Stamp Date
�
� M75,t10 SYMBOL LEGEND AND GENERAL NQTES MECHANICA�
8-May-15
( Mi5.11 BUtCdtNG 3 FIftSTFLOOFZ PtAN M�GHANICAL Z�-pGt��
I M15.12 BUILDING II FIRST FLOOR PLAN MECHANICAL 16-OCt-15
( M15.13 CLUBNC}USE FLQ{7f2 PEAN MECFiANICAL 21-Atlg-15
� M15.21 BUILDING I SECOND FLOOR PLAN 16-Oct-15
� MZ5.22 BUlLDlNG!1 SECONC?FLQC}R PLAN 16-QCt-15
� M15.31 BUILDING i THIRD FLOOR PLAN 16-Oct-15
� M15_32 BUlLQtNG tl TH1RD F�QOfi PlAN 16-OCt-15
� M15,41 BUILDING i FQURTH FLOOR PLAN 16-Oct-15
( M15.42 BUILDWG 1!FOURTH FLOOR PLAN 16-Oct-15
! M15.5"t BUILDING t&tl ROOF PtAN 21-Aug-15
{ M15.61 ENLARGED UNIT PLANS MECHANICAL 21-Aug-15
� M15.62 Et3LARGED UNiT PEANS MECHANiCAL 21-Aug-15
I M15.63 ENLARGED UNIT PLANS MECHANICAL 21-Aug-15
� M1�.6A ENlARGEt3 UItifJT PLANS MECNANICAL 21-Aug-'i5
� M15.71 MECHANICAL SCHEDULES � 21-Aug-15
� M15.81 MECHANtCAz t3ETA1LS 21 AUg-15
� M15.82 MEGHANICAL DETAILS 8-May-15
� Nt15.91 MEGNANtCA�RfSERS 8-May-15
�
� "�ummerset A artments"-Plumbin Drawin s
� Drawing Descriptian Drawing Date S#a.mp Date
(
� P14.00 SYMBOL LEGEND AND GEIVERAL NQTES PLUMBING
8-May-15
� P14.11 BUILDING t FtRST FLOOR PIAN UNDERGFtOUi�1D PLUMBING 21-Aug-15
� P14.19A BUILDING 1 FiRST FLC10R PIAN PLUMBlNG 21-Aug-15
� P14.12 BUILDING II FIRST FLOOR PLAN UMDERGROUND PLUMBING 16-OCt-15
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� ENUMERATIO.N OF DOCUMENTS
PROJECT NAME: CORE PROJECT NUMBER:
SUMMERSET APARTMENTS 15-01-003 II
� t Drawing Description Drawing Date Stamp Date I
� P14.12A BUILDING II FIRST FLOOR PLAN PLUMBING 16-Oct-15 I
I I P14.13 CLUBHOUSE FIRST FLOOR PLAN PLUMBING 21-Aug-15 �
� I
� P14.21 BUILDING I SECOND FLOOR PLAN 21-AUg-15
� P14.22 BUILDING I!SECOND FLOOR PLAN 16-OCt-15
I P14.31 BUILDING I THIRD FLOOR PLAN 21-AUg-15
� P14.32 BUILDING II THIRD FLOOR PLAN 16-OCt-15
I P14.41 BUILDING I FOURTH FLOOR PLAN 21-AUg-15
I P14.42 BUILDING II FOURTH FLOOR PLAN 16-OCt-15
� P14.51 BUILDING I 8 II ROOF PLAN 21-Aug-15
� �
� P14.61 ENLARGED UNIT PLANS PLUMBING 16-Oct-15
I P14.62 ENLARGED UNIT PLANS PLUMBING 21-Aug-15
P14.63 ENLARGED UNIT PLANS PLUMBING
� � 21-Au -15
9
� P14.64 ENLARGED UNIT PLANS PLUMBING 21-Aug-15
I
I P14.71 SANITARY RISER DIAGRAMS PLUMBING 16-OCt-15
� P14.72 DOMESTIC WATER&CONDENSATE RISER DIAGRAMS 8-May-15
� � P14.81 SYMBOL LEGEND AND GENERAL NOTES PLUMBING 8-May-15
', � P19.35 DUMPSTER ENCLOSURE PLUM8ING PLAN 21-Aug-15
i "Summerset A artments"-Electrical Drawin s ,
, I Drawi,ng Description Drawing Date Stamp Date
�
� E16.00 SYMBOL LEGEND AND.GENERAL NOTES ELECTRICAL 8-Ma -15
Y
� E16.01 SITE PLAN ELECTRICAL 21-Aug-15
' � E16.02 SITE LIGHTING ELECTRICAL 29-Aug-15
� E16.03 PHOTOMETERICS ELECTRICAL 21-Aug-15
� E16.04 SITE LtGHTING FIXTURE CUT SHEETS 8-May-15
�
� E16.11 BUILDING I FIRST FLOOR PLAN ELECTRICAL 21-Aug-15
� E16.12 BUILDING II FIRST FLOOR PLAN ELECTRICAL 16-OCt-15
� E16.13 CLUBHOUSE FLOOR PLAN&POWER SYSTEMS 21-Aug-15
� E16.14 CLUBHOUSE FLOOR PLAN LIGHTING 21-Aug-15
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� E16.21 BUILDING I SECOND FLOOR PLAN 21-AUg-15 '
I E16.22 BUILDING II SECOND FLOOR PLAN 21-AUg-15 I
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; ENUMER�4TION OF DOCUMENTS
PROJECT NAME: CORE PROJECT NUMBER:
SUMM ERSET APARTMENTS 15-01-003
Drawing Description Drawing Date Stamp Date I
E16.31 BUILDING I THIRD FLOOR PLAN 21-Aug-15
E16.32 BUILDING 11 THIRD FLOOR PLAN 21-Aug-15
E16.41 BUILDING I FOURTH FLOOR PLAN 21-Aug-15
E16.42 BUILDING II FOURTH FLOOR PLAN 21-AUg-15
E16.51 ROOF PLAN ELECTRICAL 21-AUg-15
E16.61 ENLARGED UNIT PLANS 16-OCt-15
E16.62 ENLARGED UNIT PLANS 21-Aug-15
E16.63 ENLARGED UN(T PLANS 21-Aug-15
E16.64 ENLARGED UNIT PLANS 21-Aug-15
E16.65 ENtARGED UNIT PLANS 21-AUg-15
E16.71 BUILDING I POWER RISER DIAGRAM 21-Aug-15
E16.72 BUILDING II POWER RISER DIAGRAM 21-AUg-15
E16.73 BUILDING II POWER RISER DIAGRAM 21-AUg-15
E16.74 CLUBHOUSE RISER DIAGRAMS 21-Aug-15
j E16.75 SYSTEM RISER DIAGRAM 21-Aug-15
� E16.76 SCHEDULES ELECTRICAL 21-AUg-15
� E16.77 SCHEDULES ELECTRICAL 16-OCt-15
� E16.78 SCHEDULES ELECTRICAL 21-Aug=15
� E16.81 ELECTRICAL DETAILS 8-May-15
�
� "Summerset Apartments"-Fire Protection Drawin s
� Drawing Descripfion Drawing Date Stamp Date
1
� FP13.00 SYMBOL LEGEND AND GENERAL NOTES FIRE PROTECTION
21-Aug-15
� FP13.11 BUILDING I FIRST FLOOR 21-Aug-15
I FP13.12 gUILDING II FIRST FLOOR 21-Aug-15
� FP13.21 BUILDING I SECOND FLOOR 21-Aug-15
� FP13.22 BUILDING il SECOND FLOOR 21-Aug-15
� FP13.31 BUILDING I THIRD FLOOR 21-Aug-15
� FP13.32 BUILDING II THIRD FLOOR 21-Aug-15
I FP13.41 BUILDING I FOURTH FLOOR 21-Aug-15
� FP13.42 BUILDING II FOURTH FLOOR 21-Aug-15
� FP13.61 ENLARGED UNIT PLANS FIRE PROTECTION 21-AUg-15
( FP13.62 ENLARGED UNIT PLANS FIRE PROTECTION 21-AUg-15
I FP13.63 ENLARGED UNIT PLANS F{RE PROTECTION 21-Aug-15
� FP13.64 ENLARGED UNIT PLANS FIRE PROTECTION 21-Aug-15
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ATTACHMENT'D"
crosrKvtrr�o�
ID Task Task Name <Unavallable•Key Duretion DO NOT EDIT DO NOT EDIT
Mode Milest Start Flnlsh r ist Quartcr 2nd 4uarter lI3rd quarter 4th 4uarter
p o, �' ----- Nov �e[ Jan � Peb Mar Apr � May � 1un I Jul A�._1__Se Oc[ Nov
� Summerset Apartments No 204 days?on 12/21/35 Thu 10/6/i6 --�--�-�-��'�----�-�.-..-.�..—
~1 � Site Development No 35 days on 12/21/15 Tue 2/9/16 ����µW�
Z �S Clearing and earthwork No 35 days on 12/21/15 Tue 2/9/16
3 v',� Demolish Existing house(with No 15 days Mon Tue 1/12/16
_ Abaitment) 12/21/15
4 � SWPPP No 4 days Thu 12/31/15 Wed 1/6/16
5� � Remove trees No 4 days Thu 1/7/i6 Tue i/12/16
6 r Burn trees No 5 days Mon 1/11/16 Fri 1/15/16
� � Building pad-Bldg 1 No 4 days Wed i/13/16 Mon 1/18/16
$ � Building pad-Bldg 2 No 3 days Tue 1/19/i6 Thu 1/21/16
9 � Building pad-Clu6house No 2 days Fri 1/22/16 Mo�1/25/16
lo � Site utilitles(storm,water,sewer, No 15 days Wed 1/13/16 Tue 2/2/16
forcematn�
11 �„ Water tap(Ja[k-bore,set,tap) No 3 days Wed 2/3/16 Fri 2/5/16
12 �'� Forcemain tap No 1 day Mon 2/8/16 Mon 2/8/16
W 13 0',. Develop ponds and swales No 5,days Wed 2/3/16 Tue 2/9/16
i4 � Site Improveme�ts No 137 days Wed 2/3/16 Mon 8/15/!6
i5 �., Road and parking 6ase No 5 days Wed 2/3/16 Tue 2/9/i6
16 �S Curbing No 4 days Tue 7/12/16 Fri 7/15/16
1� a'; Paving No 2 days Mon 7/18/16 Tue 7/19/16
18 d°� Final grading No 3 days Wed 7/20/16 Fri 7/22/16 �
i9� a Sidewalks No 5 days Mon 7/25/16 Fri 7/29/i6
Za fi> Landscaping No 15 days Tue 7/26/16 Mon 8/15/16
?� :? Buiiding Construction No
�Z � Building 1 No 170 days Tue 1J19/16 Thu 9/15/16
23 ra Foundation No 30 days Tue 1/19/16 Mon 2/29/16
Z4 �m°., Structure No 40 days Tue 3/1/16 Mon 4/25/16
ZS � MEP Rough No 25 days Tue 4/19/16 Mon 5/23/16
Z6 Q Exterlar Envelope No 30 days 7ue 5/24/16 Wed 7/6/16
z7. � Interfor Finishes Na 25 days Thu 7/7/16 Wed 8/10/16
ZB � MEP T�ims No 10 days Thu 8/il/16 Wed 8/24/16
29 � Final Inspedions No 15 days Thu 6/25/i6 7hu 9/15/16
�30� , � Building 2 No 182 days Fri i/22/i6 Thu 10/6/16
�31 � Foundatton No 30 days Frl 1/22/i6 7hu 3/3/16
3z � Structure No, 40 days Frf 3/4/16 ThuA/26/16
33 �{ MEP Rough No 25 days Fri 4/22/i6 Thu 5/26/16
,,.;.:e..�„..
34 a Exterior EnveloQe_ �� No 30 days Pri,5/27/26 Mon 7/11J36 -t-�.--,.-.=-«-��-
Task � Milestone o Summary I'"-1 Project Summary B""""""""""'""9 Deadline a Critical � Progress
SETUP Ol-Tasks and Durations SWtus Date:NA Printed on:Fri 12/11/15 1 of Z
INITIAI
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� � �� SummersetApartments
ATTACHMENT"D'
C/INAti'xUt:l'ItIN
ID Task TaskName <Unavallable Key Durotfon DONOTEDIT DONOTE0IT
Mode Mlles[� SWrt FINsh r 1st quarter �2nd Qaarter `3rd quarter 4th Quarter
Nov _l_ Det_ lan Feb Mar ;,_Apr_�_May� lun t lul Aug,�,�__Se _ Oct � Nov
35 6".. Interior Finishes No 25 days�Tue 7/12/i6 Mon 8/15/16 '—
36 � MEP Trfms No 10 days Tue 6/16/16 Mon 8%29/16
3� i Final Inspedlons No 15 days Frl 9/16%16 Thu 10/6/16
38 � Building Ciubhouse No 143 days Tue 1/26/16 Mon 8/35/16
�39 � � Foundatlon No 20 days Tue 1/26/16 Mon 2/22/16 ��
40 �0a Structure No 32 days Tue 2]23/i6 Wed 4/6/16 -
41 J °P MEP Rough No 15 days Fri 4/1/16 Thu 4/21/16
y QZ^ � r Exterior Envelope No 30 days Fri 4/22/16 Pri 6/3/16
43 � Intetior FiNshes No 25 days Mon 6/6/16 Mon 7/11/16
44 �°; MEP Trims No 10 days Tue)/12/16 Mon 7/25/16
45 �.. Rnal Inspectfons No 15 days Tue 7/26/16 Mon 8/15/16
46 � ppp� No 164 days an 12/21/15 Wed B/SO/16
^47i � DOH permit No 15 days on 12/21/15 Tue 1/12/16
4B � Excavatian and Rough Na 10 days Mon 6/6/16 Fri 6/17 16
49 � Form and Pour No 10 days Mon 6/20/16 Fri 7/1/i6
so� � Decking No 30 days Thu 7/14/16 Wed 7/27/i6
51 � Finishes No 10 days. Thu 7/28/16 Wed 8/10/i6
,....
52 ,'e+1, DOH signoff M�.^�..._{,,_Ym No 1 day Wed 8/10/16 Wed 8/SO/16 y ^� �L���
Task G=� Milestone o Summary I"--'1 ProJectSummary 0""""""—""'Y Deadline a Critical G� Progress
SETUP 01-Tasks and Duretions Status Date:NA Pri�ted on:Fri 12/11/15 Z o{Z i
INITWL
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� COATSTRUCTION
�
(tc/.ttianslrips.Snlutions. V�iac•....Since. 1937.
1
w ATTACHMENT E
� INSURANCE CONDITIONS
�
Projec�t Name: Summerset Apartments
CORE Project No: 15-01-003
Prior to starting work on the project site, Subcontractor shall proyide, subject to the approval of Contractor, certificates and
endorsements evidencing the in"surance required within this Attachment. Any acceptance of Certificates of Insurance or
endorsaements by Gontractor, or failure of Subcontractor to provide Certificates of Insurance or endorsements, shall in no
way limit or relieve Subcontractor of its duties and responsibilities under this Subcontract. All insurance policies shall remain
in full force and effect throughout the contract duration.
Submit project specific insurance certificates with endorsements for review and processing via email or fax to:
CORE Construction Services of Florida, LLC
Email: flcertsCa?_coreconstruct.com
Fax: 941-306-4750
Please ensure that the certificates include the Project Name, CORE Proiect Number and all additional insureds as required
by the Confract Documents. Endorsements, if not blankets, must also include the names of all additional insureds. Your
submission will otherwise be rejected.
Required Additional lnsured(s) listed below:
• See-Attached Sample.Certificate
The Certificate Holder will be:
CORE Construction Services of Florida, LLC
8027 Cooper Creek Blvd., Suite 110
University Park, FL 34201
Should your agent have any questions, please contact Jackie Gurney at O—(602)494-0800 or emaif
jackiegu rnevCo�coreco ns#ruct.com
INSUR NCE REQUIREMENTS:
1. Workers' Compensation:
Initialed by
Page 1 of 4
8027 Coop,er Creek Blvd.Suite 110 � University Park,FL 34201 � PH: 941.343.4300 � FAX: 941.552.0245 � vuwvu.COREconstruct.com I
t�..��u�� '�f� g` • •- � � • � � � t = �I
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Coverage A. Statutory Benefits, in required statutory limits.
Coverage B_ Employer's Liability.
� Bodily Injury by accident $1,000,000 each accident
,ti Bodily Injury by disease $1,000,000 policy limit
I Bodily Injury by disease $1,000,000 each employee
Coverage must include a Waiver of Subrogation endorsement.
Where applicable, U.S. Longshore and Harbor Workers Compensation Act Endorsement shall be attached
to the policy.
2. Commercial Auto Coverage:
Auto Liability limits of not less than$1,000,000 each accident,combined Bodily Injury and Property Damage
Liabilify insurance. Certificate to reflect coverage for"Any Auto"or"All Owned, Hired and Non-Owned".
If fhe Contract Documents require Subcontractor to remove and haul hazardous waste from the Project
site, or if the Project involves such similar environmental exposure, Pollution liability" coverage equivalent to
that provided under the ISO PoNution Liability-Broadened Coverage for Covered Autos Endorsement shall
be provided, and the Motor Carrier Act Endorsement(MCS 90)shall be attached.
3. Commercial General Liability:
Limits must meet the minimums set forth below, or the policy limit,whichever is greater:
Per Occurrence $1,000,000
Personal tnjuryJAdvertisirig Injury $1,000,000
Prbducts/Completed Operations Aggregate $2,000,000
General Aggregate $2,000,000
(other than Products/Completed Operations)
Coverage must include a Waiver of Subrogation endorsement.
Both policy forms must include:
a) Premises and Operations coverage with no explosion, collapse or underground damage (XCU)
exclusions.
b) Products and Completed Operations coverage shall be maintained from the Substantial
Completion date of the project through the expiration of the statute of repose for the jurisdiction in
which the project is located.
c) Blanket contractual coverage for the indemnity/hold harmless agreements assumed in this
Subcontract and in the Prime Contract. Any Employee Exclusion will be deleted.
d) Broad Form Property Damage coverage, including completed operations or its equivalent.
e) An endorsement naming Contractor, Owner and any other parties in interest as Additional
Insured(s) under the coverage specified under Comprehensive General Liability or Commercial
General Liability. The endorsement shall be on both(SO forms CG20101.0/01 and CG203710/01,
or fheir equivalent. Any form that does not grant additional insured status for 6oth the ongoing
operations.and products/completed operations coverages IS.NOT ACCEPTABLE.
fl An endorsement stating: "Such coverage as is afforded by this policy for the benefit of the
addifional insured(s) is primary and any other coverage maintained by such additional insured(s)
shall be non-contributing with the coverage provided under this policy."
Initialed by
Page 2 of 4
8027 Coop�r Creek Blvd.Suite 110 � University Park,FL 34201 � PH: 94'1.343.4300 � FAX: 94'(.552.0245 � www.COREconstruct.com
'����o� ..•,:• � �- � • � • . . � ,
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g) Coverage on an "Occurrence"form. "Claims Made" and "Modified Occurrence'' forms are not
acceptable.
1 h) Coverage to include general aggregate limits on a"per project"basis.
� 4: Excess Liability:
Subcontractor shall obtain the following umbrefla or excess liability insurance (must cover over WC, GL,
� and Auto) in addition to the above liability amounfs with limits, both per occurrence and in the aggregate,
not less fhan:
All Subcontractors $2,000,000
5. Errors� Omissions Liability: $1,000;000 per claim
If Subcontractor has design or engineering responsibility in the execution of the Subcontract obligations,
Subcontractor shall provide Errors&Omissions Liability coverage with limited contractual liability coverage
in favor of Contractor and a deductible of no greater than $50,000 per claim. Any self-insured retention
(SIR) must be clearly identified on the certificate of insurance and is subject to Contractor's approval. This
insurance shall be maintained for not less than the duration of the project and five (5) years following
compietion of construction. Retroactive date of such coverage must be on or before the date Subcontractor
(and its consultants/Sub-Subcontractors)began providing professional services for the project.
6. Pollution Legal Liability: $1,000,000 per occurrence(or per claim if Claims Made)
Subcontractor shall maintain insurance covering losses caused by pollution conditions that arise from the
Subcontract Work. If the scope of the"Work" involves the delivery, protection, or containment of water in
any manner or form whatsoever or the protection from water intrusion, then no"mold'`, "fungi","bacteria"or
"water intrusion"or similar exclusion may be.attached to the Subcontractor's Commercial General Liability
policy. In the alternative, "mold", "fungi", "bacteria" coverage may be provided under a separate policy. If
coverage is provided on a claims-made basis, a minimum of a five-year extended reporting period is
required.
7. Other Requirements:
a) All policies shall be endorsed to provide Contractor a thirty(30)day notice prior to any insurance policy,
represented therein, being cancelled or modified.
b) All policies must be written by insurance companies whose rating, in the most recent BesYs Rating
Guide, is not less than A-VII. All coverage forms must be acceptable to Contractor.
c) Certificates of Insurance with the required endorsements (as stated above) evidencing the required
coverages must be delivered to the Contractor prior to commencement of any Subcontract Work.
Failure of Contractor to demand such certificate or other evidence of full compliance with these
insurance requirements or failure of Contractor to identify a deficiency from evidence that is provided
shall not be construed as a waiver of Subcontracto�s obligation to maintain such insurance. Contractor
shall have the right, but not the obligation, to prohibit Subcontractor or any of its subcontractors from
entering the Project site untif such certificates or other evidence that insurance has been placed in
complete compliance with these requirements is received and approyed by Contractor.
d) Subcontractor shall be responsible to satisfy any deductibte or self-insured retention with respect to
any of the coverages required by this Subcontract.
e) Contractor reserves the right, in its sole discretion, to require higher limits of liability coverage if, in
Contractor's opinion, operations by or on behalf of Subcontractor create higher than normal hazards
and, to require Subcontractor to name additional parties in interest to be Additional lnsureds.
Initialed by
Page 3 of 4
8027 Cooper Creek Blvd.Suite 110 � University Park,FL 34201 � PH: 941.343:4300 � FAX: 941.552.0245 � vrww.COREconstruct.com
�, : �'„� � . � •- � . � , � . � . � ,
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fl In the event that rental of eyuipment is undertaken to complete and/or perform the Subcontract Work,
Subcontractor agrees that it shall be solely responsible for such rental equipment. Such responsibility
shall include, but not be limited to, theft, fire, vandalism and use by unauthorized persons.
g) If the Work involves the design, construction, fabrication, preparation, installation, application,
maintenance or repair (including remodeling, service, correction, or replacement) of any "exterior
insulation finish system"(EIFS)or any part thereof, or substantially similar system,the Subcontractor's
CGL policy shall not include exclusions for such work. Altematively,"EIFS"coverage may be provided
under a separate policy.
h) In the event that the insurance coverages provided by the Subcontractor pursuant to the Contract
Documents exceed the minimums set forth in the Contract Documents, then in that event, Contractor
shall have the benefit of all such excess coverages.
i) Subcontractor shall require any enfity it hires to provide any services under the Contract Documents to
provide evidence of insurance equivalent to the requirements of Subcontractor under this Atfachment.
8. Property lnsurance:
A. Unless otherwise provided,the Contractor shalf purchase and maintain;in a company or companies lawfully
authorized to do business in the jurisdiction in which the Project is located, property insurance written on a
builders risk "al!-risk" or equivalent policy form in the amount of the initial contract sum, plus value of
subsequent contract modifications and cost of materials supplied or installed by others, comprising total
value for the entire Project, at the site, on a replacement cost basis. This insurance sha�l include interests
of the Owner,the Contractor, Subcontractor and its subcontractors in fhe Project,and shall include,without
limitation, insurance against the perils of fire and physical loss or damage including, without duplication of
coverage, theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm, falsework, testing
and startup, temporary buildings and debris removal, including demolition occasioned by enforcement of
any applicable legal requirements. Subcontractor shall bear the responsibility for the deductible for such
coverage when a loss affects the Subcontract Work.
Such property insurance maintained by Contractor does not cover tools or equipment owned or rented by
Subcontractor including trailers, excavators, scaffoldings, or forms. Subcontractor is responsible for
providing insurance coverage#or such items.
B. Contractor and Subcontractor waive all rights against each other and against Owner, Architect/Engineer,
separate contractors, and all other subcontractors for damages�caused by fire or other perils covered by
Builder's Risk or any other property insurance,except such rights as they may have to the proceeds of such
insurance. Such insurance may be subject fo an amount deductible from the sums otherwise payable
thereunder and the burden of such deduction shall be borne by the party receiving the direct benefit of such
insurance.
Initialed by
Page 4 of 4
8027 Cooper Creek Blvd.Suite 110 � University Park, FL 34201 � PH: 941.343.4300 � FAX: 941.552.0245 ( www.COREconstruct.com
�..:� r*. �,' •'��. • •- � . � . . � . . . � .
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. �
'� SUBCONTRACTOR'S COMPANY IfVFORMATION
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f (Company Name) (PhoneJ
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S (Maiting Address) (Fax)
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� (City,State,Zip) (Website)
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(Remittance Address}
(City,State,Zip)
Name of Owner or Corporate Officer Title
Emaii Address:
Superinfendent Title
Email Address:
Phone(if different) Fax(if different) Ceil
�
Name of Person in Charge of Insurance Certificates Title
Other Duties:
Email Address:
Phone(if different) fax(if different)
0
Name of Lien Release Coordinator Title
Other Duties:
Email Address:
Phone(if different) Fax(if different)
If you want your check sent FedEx:
FedEx Attt#:
�
�
Accounting Person Title
Other Duties:
Email Address:
Phone(if different) Fax(if different)
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Warranty Person Title
Emai(Address:
Phone(if different) Fax(if different)
N '
,
Fo�m �'9 Request for Taxpayer Give Form to the �I
(Rev.January 2011) Identification Number and Certification requester_Do not
Dep'artrnent of the Treasury send to the.IRS.
Intemal Revenue Service
� Name(as shown on your income tax retum)
�
N Business namrJdisregarded entity name,if different from above
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a�
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a Check appropriate box tor federal tax
c
� c classificaUon(required): ❑ IndividuaVsole proprietor ❑ C Coiporation ❑S Corporation ❑ Partnership ❑Trust/estate
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�� ❑ Limited liability company.Enter the tax classification(C=G corporation,S=S corporation,P=partnership)► ❑Exempt payee
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a� ❑ Other(see instructions)► I
�= Address(number,street,and apt.or suite no.) Requester's name and address(optionaq �
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a i
y City,state,and ZIP code I
�
� I
1 List account number(s)here(opGonaQ
Taxpayer identification Number(TIN)
Enter your TIN in the appropriate box.The TIN provided must match the name given on the"Name"line Social security number �i
to aVoid backup withholding.For individuals,this is your social security number(S5N).fiowever,for a � _m ^�L_J—L_J
resident alien,sole proprietor,or disregarded entity,see the Part I instructions on page 3.For other
entities,it is your employer identification number(Elt�.If you do not have a number,see How to get a
TIN on page 3.
Note.If the account is in more than one name,see the chart on page 4 for guidelines on whose Employer identiTication number
numbIer to enter.
I
Certification
Under penalties of pery'ury,i certify that:
1. 'f�e number shown on this form is my correct taxpayer identification number(or I am waiting for a numberto be issued to me),and
2. I am not subject to backup withholding because:(a)I am exempt from backup withholding,or(b)I have not been notified by the intemal Revenue
Service(IRSJ that i am subject to backup withholding as a result of a failure to report all interest or dividends,or(c)the IFiS has notified me that I am
no longer subject to backup withholding,and
3. I am a U.S.citizen or other U.S,person(defined below).
Cert��cation instructions.You must cross out item 2 above if you have been notified by the IRS that you a�e currently subject to backup withholding
beca�se you have failed to report all interest and dividends on your tax retum.For real estate transactions,item 2 does not apply.For mortgage
interest paid,acquisition or abandonment of secured property,cancellation of debt,contributions,to an individual retirement arrangement(IRA),and
gene�aily,payments other than interest and dividends,you are not required to sign the certification,but you must provide your correct TIN.See the
instr�ctions on page 4.
Sign Signature of
Here U.S.person► Date►
Ge i eral Instructions Note.If a requester gives you a fonn other than Form!N-9 to request
your TIN,you must use the requester's form if it is substantialty similar
SecUon references are to the Intemal Revenue Code unless othervvise to this Form W-9.
notec�.
� Definition of a U.S.person.For federal tax purposes,you are
Purpose of Form considered a U.S.person if you are:
A person who is required to file an information return with the IRS must •��ndividual who is a U.S.citizen or U.S.resident alien,
obtain your correct taxpayer identiflcation number(1lN)to report,for •A partnership,corporation,company,or association created or
exam�le,income paid to you,real estate transactions,mortgage interest organized in the United States or under the laws of the Unfted States,
you paid,acquisitlon or abandonment of secured property,canceilation .q�estate(other than a foreign estate),or
of delit,or contributions you made to an IRA.
I •A domestic trust(as defined in RegulaGons section 301.7701-�.
Use Form W-9 only if you are a U.S.person(ncluding a resident
alien),I to provide your correct TIN to the person requesting it(the Speciai rules for partnerships.Partnerships that conduct a trade or
requester)and,when applicable,to: business in the United States are generally required to pay a withholding
1. ertify that the TIN you are giving is correcY(or you are waiting for a
tax on any foreign partners'share of income from such business.
number to be issued), Further,in certain cases where a Form W-9 has not been received,a
i partnership is required to presume that a partner is a foreign person,
2.C,fertify that you are not subject to backup withholding,or and pay the withholding tax.Therefore,if you are a U.S.person that is a
3.Claim exemption from backup withholding if you are a U.S.exempt P�er in a partnership conducting a trade or business in the United
payee�.If applicable,you are aiso certifying that as a U.S.person,your States,provide Form W-9 to.the partnership to estabiish your U,S.
allocable share of any partnership income from a U.S.trade or business status and avoid withholding on your share of partnership income.
is not subject to the withholding tax on foreign partners'share of
effec�vely connected income.
Cat.No.10231X Fortn{N-9(Rev.1-2011)
y
' . �
Form W-9(Rev.1-2011) Page'2
�
lhe person who gives Form W-9 to the partnership for purposes of Certain payees and payments are exempt from backup withholding.
establishing its U.S.status and avoiding withholding on its allocable See the instructions below and the separate Instructions for the
share of net income from the paRnership conducting a trade or business Requester of Form W-9.
in the United States is in the follbwing cases: Also see Specialrules forpartnerships on page 7.
•The U.S.owner of a disregarded entiry and not the entity,
� Updating Your Information
•7'he U.S.grantor or other owner of a grantor trust and not the trust,
and You must provide updated information to any person to whom you
•The U.S.trust(other than a grantor trust)and not the beneficiaries of claimed to 6e an exempt payee if you are no longer an exempt payee
the;trust. and anticipate receiving reportable payments in the future from this
, person.For example,you may need to provide updated information'rf
For,eign person.If you are a foreign person,do not use Form W-9. you are a C corporation that elects to be an S corporation,or if you no
Instead,use the appropriate Form W-8(see Pubiication 515, longer are tax exempt.ln addition,you must fumish a netv Form W-9 if
Withholding of Tax on Nonresident Aliens and Foreign Entities). the name or TIN changes for the account,for example,if the grantor of a
Nonresident alien who becomes a resident alien.Generally,only a grantor trust dies.
nonresident alien individual may use the terms of a tax treaty to reduce penalties
or eliminate U.S.tax on certain types of income.However,most tax
tre�ties contain a provision known as a"saving ctause."Exceptions Failure to fumish'f7N.If you fail to fumish yourcorrectTlN to a
specified in the saving clause may permit an exemption from tax to requester,you are subjectto a penalty of$50 for each such failure
conimue for certain types of income even after the payee has othenvise unless your failure is due to reasonabie cause and not to willfui neglect.
become a U.S.resident alien for tax purposes. Civil penatty for false information with respect.to withholding.If you
, If�you are a U.S.resident alien who is relying on an exception make a false statement v✓ith no reasonable basis that results in no
contained in the saving clause of a tax t�eaty to claim an exemption backup withholding,you are subject to a$500 penalty.
froni U.S,tax on certain types of income,you must attach a statement Criminal penaity for falsifying information.Wilifully faisifying
to F�orm W-9 that specifies the toilowing five items: certifications or a�rmations may subject you to criminal penalties
1�The treaty country.Generally,this must be the same treaty under including fines and/or imprisonment.
which you claimed exemption from tax as a nonrestdent alien.
Misuse ot TINs.1f the requester discloses or uses TINs in violation of
2�The treaty article addressing the income. federai law,the requester may be subject to civii and criminal penalties.
3 e The article number(or location)in the tax treaty that contains the
savi j�g clause and its exceptlons. Sp@CIfIC II1S'�CUCt1017$
4.IThe type and amount of income that qualifies for the exemption Name I
from tax.
5.I Sufficient facts to justify the exemption from tax under the terms of If you are an individual,you must generaily enter the nams shown on I
the treaty artide. your income tax retum.However,if you have changed your last name, i
I for instance,due to marriage without informing the Social Security �
Example.Article 20 of the U.S.-China income tax treaty allows an Administration of the name change,enter yourfirst name,the Iast name
exemption from tax for scholarship income received by a Chinese shown on your social security card,and your new last.name,
stud�ent tempo�arily present in the United States.Under U.S.law,this
student wiil become a resident alien for taic purposes if his orher stay in If the account is in joint names,list first,and then circle,the name of
the United States exceeds 5 calendar years.However,paragraph 2 of the person or entity whose number you entered in Part I of the form.
the f�rst Protocol to the U.S.-China treaty(dated Apri130,1984)allows Sole proprietor.Enter your individuai name as shown on your income
the provisions of Article 20"to continue to apply even after the Chinese tax retum on the"Name"line.You may enter your business,trade;_or I
student becomes a resident alien of the United States.A Chinese "doing business as(DBA)"name on the"Business name/disregarded I
stud�nt who qualifies for this exception(under paragraph 2 of the first enUty name"line. I
protbco�and is reiying on this exception to claim an exemption from tax partnership,C Corporation,or S Corporation.Enter the entity's name '�
on h�s or her scholarship or fellowship income would attach to Form on the"Name"line and any business,traile,or"doing business as
W-9 a statementthat includes the informa8on described above to (DBA)name"on the"Business name/disregarded entity name"line.
support that exemption. �
If you are a nonresident alien or a-foreign entity not subject to backup Disregarded entity.Enter the owner's name on the"Name"tine.The
with�oiding,give.the requester the appropriate compieted Form W-8. name of the entity entered on the"Name"line should never be a
� disregarded entity.The name on the"Name"line must 6e the name
What is backup withholding?Persons making certain payments to you shown on the income tax return on which the income will be reported.
mus�under certain conditions withhold and pay to the 1RS a percentage For example,.if a foreign LLC that is treated as a disregarded entity for
of such payments.This is called"backup withholding." Payments that U.S.federal tax purposes has a domestic owner,the domestic owner's
may�e subject to backup withhoiding include interest,tax-exempt name is required to be provided on the"Name"line.If the direct owner
' interest,dividends,broker and barter exchange transactions,rents, of the entity is also a disregarded entity,enter the first ownerthat is not
royalties,nonemployee pay,and certain payments from fishing boat disregarded for federa{tax purposes.Enter the disregarded entity's
operators.Reai estate transactions are not subject to backup name on the"Business name/disregarded entity name"line.If the owner
' withtiolding. of the disregarded entity is a foreign person,you must complete an
Yo�will not be subject to backup withholding on payments you appropriate Form W-8.
receive if you give the requester your correct TIN,make the proper Note.Check the appropriate 6ox for the federai tax class�cation of the
certifications,and report all your taxable interest and dividends on your person whose name is entered on the"Name"line(I�dividuaVsole
tax retum. proprietor,Partnership,C Corporatlon,S Corporation,Trust/estate).
' Payments you receive will be subject to backup Limited Liabitity Company(LLC).If the person identified on the
with�lolding if: "Name"line is an LLC,check the"Limited liabi�ity company"box only
i and enter the appropriate code for the tax ciassification in the space
1.You do not furnish your TIN to the requester, provided.If you are an LLC that ls treated as a partnership for federal
2.�'ou do not certify your TIN when required(see the Part II tax purposes,enter"P"for partnership.If you are an LLC that has fi�ed a
instructions on page 3 for detalis), Form 8832 or a Form 2553 to be taxed as a corporation,enter"C"for I
3.'fhe IRS tells the requester that you fumished an incorrect TIN, C corporaUon or"S"for S corporation.If you are an LLC that is
4.7'he IRS tells you that you are subject to backup withholding disregarded as an entity separate from its owner under Regulation
because you did ndt report all your interest and dividends on your tax section 301.77D1-3(except for empioyment and excise tax),do not
retur (for reportable interest and dividends only),or check the LLC box unless the owner of the LLC(required to be
� ide�tified on the"Name"line)is another LLC that is not disregarded for
5.You do not certify to the requester that you are not subject to federal tax purposes.If the LLC is disregarded as an entity separate
backup withlioiding under 4 above(for reportable interest ancJ dividend from its owner,enter the appropriate tax classification of the owner
accounts opened after 7983 only). identified on the"Name"line.
l
�
a
Form W-9'(Rev.1-2011) Page3
OtNer entities.Enter your business name as shown on required fedeYal Part I.Taxpayer ldentiflcation Numb�r(TIN)
tax documents on the"Name"line.This name should match the name
shown on the charter or other legal document creating the entity.Vou Enter your TIN in the appropriate box.If you are a resident alien and
may enter any business,trade,or DBA name on the"Business name/ you do not have and are not eligible to get an SSN,your TIN is your IRS
disregarded entity name"line. individuai taxpayer identification number(ITIN).Enter it in the social
securiry number box.If you do not have an ITIN,see How to get a TIN
, Exempt Payee below.
If you are exempt from backup withholding,enter your name as If you are a sole proprietor and you have an EtN,you may enter either
described above and check the appropriate box for your status,then your SSN or EIN.However,the IRS prefers that you use your SSN.
check the"Exempt payee"box in the line foliowing the"Business name/ If you are a single-member LLC that is disregarded as an entity
disregarded entity name,"sign and date the form. separate from its owner(see Limited Liabitity Company(LLC)on page 2),
Generaliy,individuafs(ncluding sole proprieYors)are not exempt from enter the owner's SSN(or EIN,if the owner has one).Do not enter the
backup withhoiding.Corporations are exempt from backup withholding disregarded entity's EIN.If the LLC is classified as a corporation or
for certain payments,such as interest and dividends. partnership,enter the entity's EIN.
Note.If you are exempt from backup withholding,you should still Note,See the chaii on page 4 for further ciarification ot name and TlN
i complete this form to avoid possible erroneous backup withholding. combinations.
�e following payees are exempt from backup withholding: How to get a TIN.If you do not have a TIN,apply for one immediately.
To appiy for an SSN,get Form SS-5,Application for a Social Security
1.An organization exempt from tax under section 501{a),any IRA,or a Card,from your locai Social Security Administration office or get this
custodial account under section 403(b)(n if the account satisfies the torm online at www.ssagov.You may aiso get this torm by cailing
requirements of section 401(�(2), 1-800-772-1213.Use Form W-7,Application for IRS Individual Taxpayer
2.�The United States or any of its agencies or instrumentalities, Identification Number,to appiy for an fTIN,or Fortn SS-4,Appiication for
i 3.A state,the District of Columbia,a possession of the United States, Employer ldentification Number,-to apply for an EIN.You can apply for
or ariy of their political su6divisions or instrumentalities, an EIN online by accessing the IRSwebsite at www.lrs.gov/businesses
and clicking on Employer ldentification Number(EiN)under Starting a
4,lA forefgn govemment or any of its politicai subdivisions,agencies, Business.You can get Forms W-7 and SS-4 from the IRS by visiting
or insVumentalities,or IRS.gov or by calling 1=800-TAX-FORM(1-80D-829-3676).
5.�n intemational organization or any of its agencies or If you are asked to complete Form W-9 but do not have a TIN,write
instrumentalities. "Appiied For"in the space for the TIN,sign and date the form,and give
Ot�er payees that may be exempt from backup withholding include: it to the requester.For interest and dividerid payments,and certain
6.A corpoYation, payments made with respect to readily tradable instruments,generally
� you will have 60 days to get a TlN and give ft to the requester before you
7.A foreign central bank of issue, are subject to backup inrithholding on payments.The 60-day rule does
, 8.�deater in securities or commodities required to register in the not appty to other types of payrtients.You will be subject to backup
United States,the District of Columbia,or a possession of the United withholding on all such payments until you provide yourTlN to the
States, requester.
9.A futures commission merchant�egistered with the Commodity Note.Entering"Applied For"means that you have already appfied for a
Futures Trading Commission, TIN or that you intend to apply for one soon.
10�A real estate investment trust, Caution:A disregarded domestic entity thaf has a foreign owner must
71�An entity registered at all times during the tax year under the use the appropriate Form W-8.
Investment Company Act of 1940, Part 11.Certification I
12�A common trust fund operated by a bank under section 584(a), To establish to the withholding agent that you are a U.S.person,or I
131 A financial institution, resident aiien,sign Form W-9.You may be requested to sign by the i
14J A middfeman known in the investment community as a nominee or withholding agent even if item 1,below,and items 4 and 5 on page 4. �
custadian,or indicate otherwise.
15.A trust exempt from tax under section 664 or described in section For a joint account,only the person whose TIN is shown in Part d �
4947� should sign(when required). in the case of a disregarded entity,the
Thg following chart shows types of payments that may be exempt Person idenYrfied on the"Name"line must sign.Exempt payees,see
� from backup withholding.The chart applies to the exempt payees listed �empt Payee on page 3.
above,1 through 15. Signature requirements.Complete the certification as indicated in
I items 1 through 3,below,and items 4 and 5 on page 4.
IF the payment is for... THEN the payment is exempt i.Interest,dividend,and barter exchange accounts opened
� for... before 1984 and broker accounts considered active during 1983.
� You must give your coRect TIN,but you do not have to sign the
Interest and dividend payments All exempt payees except � �
for 9 cert ficat on.
' I 2.Interest,dividend,broker,and barter exchange accounts
Broker transactIons Exempt payees 1 through 5 and 7 opened after 1983 and broker accounts considered inactive during
' I through 13.Also,C corporattons. yg83,You must sign the certification or backup wfthholding will apply.if
Barter�exchange transactions and Exempt payees 1 through 5 you are subject to backup withholding and you are merely providing
Patronage dividends your correct TIN to the requester,you must cross out item 2 in the
certification before signing the form.
Payments over$600 required to be Generally,exempt payees 3.Real estate transactions.You must sign the certification.You may
reported and direct sales over 1 through 7° cross out item 2 of the certification.
55,000'
� �
See F'orm 1099-MISC,Misceilaneous Income,and its instructions.
2 Hawever,the foliowing payments made to a corporation and reportable on Form I�
1099 qMISC are not exempt from 6ackup vrithliolding:medical and health care �
payments,attorneys'fees,gross proceeds paid to an attomey,and payments for
services paid by a federai executive agency.
I�
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Form W-9(Rev.1-2011) Page 4
�
4!Other payments.You rriust give your correct TIN,but you do not Note.If no narne is circied when more than one name is listed,the
have to sign the certificatiori unless you have been notified that you number will be considered to be that of the first name listed.
have previously.given an incorrect TIN."Other payments"inciude Secure Your Tax Records from Identify Theft
payrnents made in the course of the requester's trade or business for
rents,royaities,goods(other than bifls for merchandise),medical and Identity theft occurs when someone uses your personal information
heaEth care services(nciutling payrrients to corporations),payments to such as your name,social security number(SSN},or other identifying
a nonemployee for services,payments to certain fishing boat crew information,without your permission,to commit fraud or other crimes.
mer�bers and flshermen,and gross proceeds paid to attomeys An identity thief may use your SSN to get a job or may file a tax retum
(including payments fo corporations). using your SSN to receive a refund.
5.;Mortgage interest paid by you,acquisition or abandonment of To reduce your risk:
secured property,cancetlation of debt,qualified tuftion program .p�otect your SSN,
payments(under section 529),IRA,Coverdetl ESA,Archer MSA or
HSA contributions or distributions,and pension distributions.You •Ensure your employer is protecting your SSN,and
mus;give your correot TIN,but you do not have to sign the certification. .Be careful when choosing a tax preparer.
What Name and Number To Give the Re uester !f your tax records are affected by identity theft and you receive a
q notice from the IRS,respond right away to the name antl phone number
� For this type of account Give name and SSN of: printed on the IRS nOtiCe o�letter.
i If your tax records are not currently affected by identity theft but you
1.Individuai The individual think you are at risk due to a lost or stolen purse or wailet,questionable
2.T4vo or more individuals�oint The actuai owner of the account or, credit Card activity or credit report,Contact the IRS Identity Theft Hotline
account) 'rf combined tunds,the first at 1-800-908-4490 or submit Form 14039.
individuai on the account'
3.lustodian accaunt of a minor 7he minor' For more information,see Publication 4535,1denSty Theft Prevention
(Uniform Gitt to Minors Acq and Victim Assistance.
a.a�The usuat revocable savings The grancor-vustee' �ctims of idenfity theft who are experiencing ecanomic harm or a
trust(grantor is also trustee) system problem,or are seeking help in resolving tax problertu that have
bt 50-caqed trust account that is The actuai owner' not been resolved through normai channels,may be eligi6le for
not a iegal or vaiid trust under Taxpaye�Advocate Senrice(TAS)assistance.You can reach TA5 by
state law caliing the TAS toll-free case intake line at 1-877-777-4778 or TTY/rDD
5.Sole proprietorship ar disregarded The owner' 1-800-829-4059. '
entity owned by an individual
6.Giantor trust filing under Optional The grantor- Protect yourseif from suspicious emaiis or phishing schemes.
Form 1099 Fiing Method 1(see Phishing is the creation and use of email and websites designed to
Regulation section 1.s71-4(b)(2)�(n)) mimic legitimate business emails and websites.The most common act
� For tliis type ot accoun� Give name and EIN of: is sending an email to a useY falsely ciaiming to be-an established
legitimate enterprise in an attempt to scam the user into surrendering
7.D'sregarded entity not owned by an The ow�er private information that wili be used for identity theft.
in�ividual
e.a�valid wst,estate,or pension trust �ega�entity' The 1RS does not initiate contacts with taxpayers via emails.Also;the
9.Ci rporation or LLC electing The corporacion IRS does not request personal detailed information through email or ask
corporate status on Form 8832 or taxpayers for the PIN numbers,passwords,or simitar secret access
Farm 2553 information for their credit card,bank,or other financial accounts.
10.A�sociation,c�ub,religious, The organization If you receive an ungolicited email claiming to be from the IRS,
c antable,educationa�,or other forward this message to phishing�irs.gov.You may also report misuse
exempt organization of the IRS name,logo,or other IRS property to the Treasury Inspector
11.P rtnership or multi-member LLC The partnership General for Ta�c Admini"stration at 1-800-366-4484.You can forward
12.A 6roker or registered nominee The broker or nominee SUSpiciOUs emalis to the Fedefal Trade Commission at spam�uce.goV
� or contact them at www.ftc.gov/idtheft or 1-877-IDTHEFT
13.ACcount with the Department of The public entity
Agnculture in the name of a public (1-877-438-4338).
e�tity(such as a state or local Usit IRS.gov to leam more about identity theft and how to reduce
gavemment,school district,or youf�isk
pr�son)that receives agricuitural
program payments
14.Grantor trust filing underthe Form The Wst
1041 Fling Method or the Opfionai
Fojm 1099 Fiing Method 2(see
R�ulation section�:671-4@}(2)()(B))
�List firbt and arcle tha name o[the person whosa number you(umish.li only one personan a
jaint a°c1couht has an SSN,that person's numbermust be tumished.
'Cirde Ifhe minor's name and fumish tha minor's SSN.
'You mUst show yaur individua�name and you may also enter your business w"�BA'nama on
iha"8 1��s�ness namrldsregarded eMit�name line.You may use either your SSN or E1N(t you
have ohe),but the IRS enwurages you to use your SSN.
�Ust fust and arcle the name of the tnist,estate,ar pension trust.(Do�ot fumish the TIN o(the
persan�al representative or Uuslee uniess the legal entity Rseif�s not designated in the account
tiUe.)l�Iso see Sperdsl rules/o�parMerships on page 1.
•Note.G2Mor also must provide a Fann W-9 to trustee of Irust
�
Privacy Act Notice �
Sectiori 6109 of the Intemal Revenue Code requires you to provide your correct TIN to persons(ncluding federal agencies)who are required to fite infortnation retums wRh
the IRS to report interest,dividends,or certain other income paid to you;rriortgage interest you paid;the acquisition or atiandonment of secured property;the cancellation
of debtr or conUibutions you made to an IRA,Archer MSA,or HSA.The person coliecting this form uses the information on.the'form to file information retums with the IRS,
reporGng the above information.Routine uses of this infortna6on include giving it to the Department of'Justice for civil and criminal litigation and to cities,states,the District
of Colu,mbia,and U.S.possessions for use in administering their laws.The information aiso may be disciosed to other countries under a treaty,to federai and state agencies
to enfo�ce civil and criminal laws,or to federal Iaw enforcement and irrteliigence agencies to combat terrorism.You must provide your 71N whether or not yau are required to
file a taz retum.Und'er section 3406,payers must genereliy withhold a percentage of taxable interest,dividend,and certain other payments to a payee who does not give a
TIN to the payer.Certain penaities may also apply for providing false or fraudufent informa6on.
!
i
;
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NEW PAY APP INSTRUCTI�NS
�
�
;
DO NOT FAX OR STAPLE SUBCONTRACTOR'S APPLIGATIONS FOR PAl'MENT! PLEASE EMAIL ALL PAY
kPPLICATIONS TO: lisa'ohnson@coreconstruction.com �
i - -
The Subcontractor's Application for Payment(Pay App)and the G703 are linked together, therefore, you must fill
out the G703 first so the information will car over to the Pa App.
�
lristruc�ions for FiNing out the G703 on Excel:
Cell B1: Type Project Name
Tab_to: VERY IMPORTANT TO TAB NOT'ENTER'TO EACH FIELD
Cell J2: Application Number(1 - 1 st applicati�n for this project, 2-2nd application,etc.
Cell J3: Your company invoice number
Cell J4: Date pay request begins for this pay period; 26TH OF MONTH
Cell J5: Date pay request ends at for this pay period 25TH OF MONTH
Cell J6: Subcontract number issued to you on ybur subcontract
Cell C�4-C38: B-Description of Work �Breakdown of subcontract as approved by PM.
Cell D14-D38: C-Scheduled Value "As stated on your subcontract.
Cell E14-E38: D-Work Completed From Previous *Work approved for payment last period.
Cell F14-F38: E-Work Completed This Period *Current work in place.
C�II G14-G38: F-Materials Stored #Must submit copies of materia(invoices.
Cell H14-H38: G-Total To Date '`Will calculate automatically.
Cell 114-138: H-Balance To Finish *Will calculate automafically.
Cell J 14-J38: I-Retaina e *10%.
I
Instructions for Filling Out the Pay App on Exce(:
1 Fill�in your company name, address, phone&fax numbers, the contact person_who works on your pay apps and
ema�l address.
If you save the attached file af fhis point,you can keep this as a template for all other applicafions and you wil!not
ne�d to retype fhis secfion.
2 Enter the numbers for lines 1 &2
3 Lines 3,4, 5, 6, &7 will auto fill for you from the G703 -
4 Enter Less Previous Payments as a negative number(fype-before typing the number)
5 Tota1 Due wi11 auto fill for you.
6 Typ�e in the date
7 Print out and sign (we are not accepting typed signatures at this time)
8 Sca�n and err2ail or mail to the Naples office, attention Ima in De t.
�
Instruc#ions for Filling Out the Sworn Statement on Excel:
TAB-DO NOT'ENTER'TO EACH BLANK LINE
�
1 Typ,e and tab through each required field
2 Put an X in fhe fie(ds for Partial or Final Pa ment; and Personall known to or Produced !D fields
I
AGAIN, DO NOT FAX!
THANK YOU
���
�I
SCHEDULE OFVALUES
Surr�merset Apartments AIAG703DOCUMENT °
.,
APPLICATI_ONS10,�_�� �� +
INVOICE NUMBER;
PERIOD FROM:
PERIOD TO:
a B � p E SUBCONTRACT NUMBER:
F C' H I
WORK COMPLETE�
I7'EM MATERIALS TOTAL COMPLETED
N0. DESCRIPTION OF WORK SCHEDULED VALUE FROM PREVIOUS o
PRESENTLY STORED AND STORED T0 /o BALANCE TO FINISH
APPLICATION THIS PERIOD DATE +� RETAINAGE
�p+E� (NOT IN D OR E) �� ) (C-G)
1 (D+E+F�
2
3
4 �
5
6
7
• 8
9
10
11
12 .
13
14
15
16
17
18
� 19 '
20
21
22
23
24 �
25
26
27
28
29 ' '
30
TOTALS
�
SCHEDULE OF VALUES
4
S�a�nmerset Apartments �r� G7Q3 DOCUMENT
�.
AF'PLICA710N NO: _� _____. . ._�--�
(RlVC?ICE"NUMBER:���- -- - - _
------M PERiOD FROM:
PERIOD TQ:
SUBCONTRACT NUMBER:
A S C F7 E F G kI I
WORK COMAIETED TQTAL COMPLETED
MATERIALS
ITEM FROM PREVIOUS AND STOREp TO °!o BAIANGE Tfl FlN4SN
�a DESGRlPTION Of W4RK SCHEDULEO VAll1E APPLICA710N TNIS PERIOD pR�SENTLY STOftED 6A7E (G+Cj t�_�} RETAINAGE
{p+� (NdT iN d OR E} {p���
3'i
32
33
34
35
36
37
38
39
4Q
4'E
42
43
44
45
46
47
�aa
as
50
51 �
52
53
54
55
56 �,
57
58 �
59 I
60
SCJBTOTAL Or PAGE 1
SUBTOTAL Or PAGE 2 I
�
I
� �
r---_. ------ —- --
SCHEDULE OF VALUES
Summerset.Apartments AlA G703 DOCUMEN7" �
=�l
APPLICATION NO: J _,
- -- 1NVOtCE-Nt1M8ER:-.�_��� _��
PERIOD �'ROM:
' PERfOD TO;
SUBCON7RACT NUMBER:
A B C D B F G If i
WORK GOMPI.ETED
TOTAL CQMPLETEO
�TE� FROM PREVIOUS MATERIALS AND STORED TO % BALANCE TO FINlSH
NQ DESCRIPTION OF WOftK SCHEOULEp VALUE PRESENTLY STORED RETAlNAGE
APPLlGATIQN TFIlS PERl6Q (NOT[N D OR E} DATE (6+C) {C-G}
@+� {o��)
91 •
92
93
94
95
96 '
97 ,
9$ �
99
100
10fi � �
102
103
104
1 CI5
106
1p7
908 .
109
910
911
112
193
114
115
116.
117
148
119
120
SUIiTOTAL OF PAGE 1
5TlBTOTAL O�PAGE 2
SUI3Td'['AL OF PAGE 3
SUBTOTAL OF T'AGE 4
�
SCHEDULE OFVALUES
Summerset Apartments A!A G703 DOCUMENT �
.,
APPLICATLON�10:��_���__�_ ��
INVOICE NUMBER:
PERIOD FROM:
PERIOD TO:
q B SUBCONTRACT NUMBER:
C p E F G
WORK COMPLETED I�I I
ITEM MATERIALS TOTAL COMPLETED
N0. DESCRIPTION OF WORK SCHEDULED VALUE FROM PREVIOUS pRESENTLY STORED AND STORED TO % BALANCE TO FINISH
APPLICATION THIS PERIOD (NOT IN D,OR E) DATE (G+C) (C-G) RETAINAGE
��+E� (O+E+F}
61
62
63
64
65 . •
66
67
68
69
70
71 .
72
73
74
75
76
77
78
79 �
80
81 ,
82
83
84
85
86
87
88
89
90
SUBTOTAL OTPAG�1
SUBTOTAL OFPAG�2
SUBTOTAL OFPAG�3
SCHEDULE O� VALUES
Summerset Apartments A!A G703 DOCUMENT .
�,
APPLICATION NO: ''
INVOfCE-NUMBER: �--�-� �
PERIOD FROM:
PERIOD TO:
SUBCONTRACT NUMBER:
A B C D E F C,
I-i I
WORK COMPLETED
, ITEM MATERIALS TOTAL COMPLETED
DESCRIPTION OF WORK SCHEDULED VALUE FROM PREVIOUS AND STORED TO °/a BALANCE TO FINISH
N0, APPLICATION THIS PERIOD PRESENTLY STORED DATE (G+C) ��.�� RETAINAGE
�p+E� (NOT IN D OR E) �p���
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139 •
140
141
142
143
144
145
146
147
148
149
150
SUBTOTAL OFPAG�1
SUBTOTAL OF PAGE,2
SUBTOTAL OF PAGE 3
SUBTOTAL OrPAGE4
SUBTOTAL OT'FAG�5
SCHEDULE OFVALUES
GRAND TOTALS Al G703 DOCU ENT y
��
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� )
� DO NOT FAX! CORE Construction Services of Florida,LLC
8027 Cooper Creek Bivd.Ste 310 Submit to CORE's Office
University Park,FL 34201 by the 20th of the month
! Ph: (941)343-4300 for work projected through the 25th.
Email: lisajohnson coreconstruction.com
�
I SUBCONTRACTOR'S APPLIC/�Tt�N FOR PAYNiENT �,
� �
, �
Subcontractor Required Information
I� � Summerset Apartments '
Company: Job Name:
�
Address: Application Number: ',
��
Invoice Number: �
Phone#: Ext.: Period From:
Fa I#: Period To:
Co�tact: � Subcontract Number 15-01-003
Email: *DO NOT USE THIS FORM FOR RETAINAGE REQUEST*
� �
�`� � ���� � � Q� ���� ! � %r.�-d y � �� � ���d ` o ", � �f
� �
1) Original Subcontract Amount: �
2) Approved Changes:
3) Adjusted Subcontract Amount: $
PAYMENT REQUEST GROSS RETAINAGE NET
4) Previous Requisitions Total:
5) Work Completed this Pe�iod:
6) Stored Materials this Period:
(Attach back-up invoices)
7) Total of Work Completed to Date:
(fhis number should not be more than Line#3)
8) Less Previous Payments: (enter as a negative amount)
�� 9) TOTAL DUE THIS REQUEST:
CEt�TIFICATE OF THE SUBCONTRACTOR:
I hereby certify that the work perFormed and the materials suppfied to date, as shown on the above,
' represent the actual value of accomplishment under the terms of the Subcontract (and all authorized �
� changes thereto) between the undersigned and CORE Construction Service of Florida, LLC relating to the
abo�e referenced project.
; (Signature] (Date)
Please attach (DO NOT STAPLE): 1. Schedule of Values; 2. Sworn Statement, 3.And any other pertinent items for
this pay app.
DO NOT FAX! Please email to: lisa'ohnson coreconstruction.com �
J @
1 ��
� s '
�
� ' SWORN STA7CEMENT
i � �ROM SUBCONTRACTOR TO CONTRACTOR
STATG OF APPLICATION#:
COUNTY OF DATE:
The Affiant, ,being duly sworn on oath deposes and says that he/she is
(Subcontractor RepresentaUveJ
of
(TiUe) (Company NameJ
in contract with CORE Construction Service of Fk,LLC,fc
i (fradeJScope of WorkJ
on the following premises: Summerset Apartments
(Name of CORE PiojectJ
And for the purpose of said subcontract,the following persons have been contracted with,and have fumished or
are furnishing or preparing materials for and have done or are doing labor on said improvement. That there is due and to
become�due them,respectively,the amount set opposite their names for materials and/or labor as stated.
That this Statement is made to said General Contractor for the purpose of procuring from
said General Contractor either a Partial or a Final Payment on said Subcontract,and is a full,true,
and comlplete statement of all such persons,and of the amount paid,due,and to become due them.
�
Supplier/Sub Subcontractor Type of Total Previously Amount To Be Paid
,�Name&Phone Number Material Paid From This Re uest
I
1
�
I agree tolfumish Waivers of Lien for all materiaUlabor under my Subcontract wfien demanded. �
Date: By
(Authorized Signafure-NOT 7YPEDJ
Sworn to and subscribed before me this day of ,20 ,by
Ion behalf of said corporation.
(Subcontractor RepresentativeJ
Affix Seal Below: Notary PubIic State of Florida: �
' Sign:
� Personatly l�own to me;or
', Produced identificarion
Type of identification produced: ��
� ----
,�
�
. , �
s
I CORE Construction Services of Florida,LLC
8027 Cooper Creek Blvd.Ste 110 Submit to CORE's Office
� University Park,FL 34201 by the 20th of the snonth
i Ph: (941)343-4300 for work projected through the 25th.
1 Email: lisajohnson coreconstruction.com
' .
� SUBCONTRACTOR S RELEASE OF RETAINAGE
G703 IS NOT REQUIRED
I
Company:
Aaa�ess: Subcontractor Required Information
IPfOJeCt Nat112: SummersetApartrnents
Ph i ne#: Ext.: CORE Project Manager: Matt Ra le
Fax#: Subcontract Number:
Co IItact:
Email:
I
I �
1) Original Subcontract Amount: $
2) Approved Changes:
3) Adjusted Subcontract Amount: . $
RETAINAGE REQUEST
4) Total of Work Completed to Date:
5) Less Previous Payments: (enter as a negative amount)
I
�
s� TOTAL RETAINAGE DUE: �
� .
' CERTIFICATE OF THE SUBCONTRACTOR:
i hereby certify that the work performed and the materials supplied to date, as shown on the above,
repr�sent the actual value of accomplishment under the terms of the Subcontract (and all authorized
changes fhereto) between the undersigned and CORE Construction Service of Florida, LLC relating to the
' above referenced project. �
I BY: DATE:
(Authorized Signature-NOT TYPED)
I �
! DO NOT FAX! Please email to: lisajohnson@coreconstruction.com
� �
v
�
�
A��'� CERTIFICATE OF LtABILITY INSURANCE DATE(MMIDDlYYY1�
THIS�CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iesj must be endorsed. if SUBROGATION IS WAIVED,subjecf to
the tertns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRO�UCER. CONTACT
� NAME-
Subcontractor, insurance Broker or Agent PHCyNEo Bct: FAAfxC No:
Address E-h1A1L
ADDRESS:
City, State, Zip �Roouc�10
I INSUR S AFfORDING COVERAGE NAIC lt
INSUREO INSURERA:C8�f12f NBRIE
ABC Contractor �r,suaeRe:Carrier Name
Address in,su�c:
City, StaIte, Zip INSURERD:
J INSURER E:
I INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS jT0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR f lypE OF INSURANCE ADDL SUBR POUCY EFF POUCY EXP
�T� POLICYNURiBER lAh77DD MR1lDD LItdITS
GENERIAL LIABILITY
EACH OCCURRFNCE 5
C00.7NERCL4L GENERAL UABILfTY - PREMI ES Ea oaurrerxe S
I CIJ,IMS-MADE �OCCUR IAED EXP(My one pason) S
I PERSONAL8ADVINJURY S
I GENERALAGGREGATE S
i
GEML AIGGREGATE LIMfT APPLIES PER: pRODUCIS-COMP/OP AGG S
PtlLICY PR� LOC 5
AUTOMi BILEUABILITY COMBIIdEDSINGLELIMiT �,OOO,OOO
(Ea acadert) S
� A�� BODILYINJURY(Perperson) S
� �OWNEDAUTOS
I BODILY IN,AJRY(Per aaident) 5
SCHEDULEDAUTOS
� HIRED AUT0.5 PROPERTY DAMAGE 5
I (Peracddent)
� NON-0WJEDAUTOS S
I 5
Uh1BRELLA LIAB � p�CUR EACH OCCURRBdCE S Z,OOO,OOO
,/ IXCESS LIAB �MS-MADE AGGREGA7E S Z,OOO,OOO
DEDUCTIBLE 5
REfENTION S S
WORKERSCOMPENSATION / NCSTATU- OTH-
AND EMPLOYERS'LIABILITY Y�N Y
AN1 PROPRIEiOR/PARTNERID�CUT{VE E.L EACH ACCDENT S �,OOO,OOO
QFFICERMIEMBER EXCLUDED7 � N/A
(Mandatory in NFQ
ELDISEASE-EAEMPLOYE 5 �,OOO,OOO
I(yes,describe under
DESCRIPTIONOFOPER.4TIONSbelaw E.LDISEASE-POLICYLIMR 5 �,OOO,OQO
I
OESCRtPT10N O�OPERA710NS/LOCATIONS/VEHICLES(AUach ACORD 107,AddiUonal Remarks Schedule,if more space Is mquired)
815-01-003-Sum�nerset Apartments,Zephryhflls,FL--Summetse[ApaRmenLs Limitetl PartnersNp(Ownet);-RBC Tax CrEWit Equity,LLC ISAOA(Lender);•RBC Tax Cr�[Manager II,Inc.i5A0A(Lender);
JPMorgan Chase Bank,N.A.,any and atl subsidiaries,as�heir interest may appear(ATIMA),ft"s successrns arM assigns QSAOA)(Lender):•Florida Community loan Fund,Inc.(Lender);CORE ConsWction
Services of Florid�,LLC ISAOA A71MA,their successws and/or as their interest may appear are named as addiGonal tnsured on a primary and nontantributory basis far genera16ab7ity.Add�tional insuretl
endorsement indupes coverage for ongoing and romp!etetl operadons.(Please irrclude endorsemen[s virth the p�ry).Ewerage must inciude a Waiver of Subrogaumi/or both WC and GL
I
CERTIFICAT�E HOLDER CANCELLATION
GORE Construction Services of Fforida, LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEILED BEFORE
8027 Cooper Creek Blvd THE EXPIRA710N DATE THEREOF, NOTICE WILL BE DELIVERED IN
i ACCORDANCE WITH THE POLICY PROVISIONS.
University Fark, FL 34201 I
IAUTHORIZED REPRESENTATIVE
j O 1988-2009 ACORD CORPORATI . All rights reserved.
ACORD 25(Z�09/09) The ACORD name and logo are registered marks of ACORD
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a CONSTAUCTION
Rr{tatum.a.ip:,blutinnx 1Stlur.._Siucr:!9Y'.
, DailY Activitv Hazard Analysis (DAHA) Forms
i
CORE Construction is in the process of instituting new Safety Coritrol Procedures. One of those controls is the
requirement for all subcontractors to fill out a Daily Activity Nazard Analysis form. This form requires you to list the
jobs(activities performed),hazards associated with each activity and the controls used to avoid these hazards.
Wfio Performs a DAHA?
1. Subcontractors Site Supervision and thei�crews,in conjunction with the Project Superintendent and Safety
Manager(if needed.)
2. The form needs to be reviewed with the Subcontractor prior to start of work to ensure all steps, hazards,
controls and training requirements have been identified.
3. Crew involvement is essential for a successful,safe iobsite.
Purpose of DAHA's
1. Provides a standardized means to identify job hazards and control rneasures prlof to actual job perFormance.
Implementation of effective control measures pflOf to commencing work results in a safe,healthy and
productive work environment.
2. Identifies job steps and any hazar.ds associated with those job activities.
3. Used to orient,train new workers and to engage all workers in maintaining a safe jobsite.
4. Used to monitor job performance to ensure safe procedures are being used.
Froc�edure
i. Form needs to be corrmpleted and reviewed by Project Superintendent, Foreman and Field workers on a daily
basis.
2. Each worker must sign off showing they have reviewed and will follow the safety controls listed on the form.
1. Any new activities and hazards will need to be added as the job progresses. Even if the job conditions have
not changed from the previous day a new form will need to be signed by each employee.
4. At the end ofthe week you should scan all of your DAHA's from your subs to the Project Coordinator. The
document will then be saved under a subfolder created called"Week oY'in the Daily Activitiy Hazard Analysis
folder located under the Safety Folder.
A safe jobsite requires involvement by everyone.Written warnings will be issued to any worker,supervisor or
company not adhering to the controls listed on your Hazard sheet..Repeat offenders will be asked to leave the
jobsite. Supervisors/Foremen found not enfo�cing the controls on a daily basis will be subject to the same warnings
and possible job expulsion as the employee responsible for the violations.
To eniure proper communication and understanding of the DAHA,subcontractors are responsible to provide
bilingual supervisors and/or crew members if any of their workers do not speak and/or read English.
� ,
6320 Tower Lane � Sarasota,FL 34240-8809� PH: 941.343.4300 � FAX: 941.552.0245 � www.COR nstruct.com
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���� DAILY ACTIVITY HAZARD AIVALYSIS
� co�rriwcr�n�
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Job Site: Tuscan Gardens Date Prepared:
� CompanyName: SupervisorName
Job Description:
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POTENTIA! HAZARDS METHODS TO CONTROL/ELIMINATE HAZARD IDENTIFIED
' Y / N
Hand InjUry Vlear wrred gloves.Guards are in piace.Use proper tools.Identify pinch points and sharp edges.
I
I &posing Tnsk:
Fall iazard Inspect fail protecvon prior to use.Wear(u1�body hame:s w/double lacking shodc absorbing lanyard.Ensure adequate
anchor point.Ensure guard rail system is adequate.Proper ladderset up and use.
Expas]ng Task:
Eye IpjUry Sa(ety Glasses,Update to Face Shield/Chemical Goggles or combination,when needed.
I Erposirtg Task:
FOOt I�jury Proper aitire heing wom7(SWrdywork shoes,steel toed shoes i(needed,etc).(Safety toed 600u required on MILCON
projeds)
£xpns(ng Task:
Spfainis of Strains properliftin techni ues,Use lihin ca
g q g/ rrying devices.Ensure rigging has been Inspected.Use Buddy rystem.
Expasfng Task:
$LfuckiBy Hard hats.Hi visibitty vest.eack up alarms on equipment.Stayclear of overhead loads.
Exposing Tosk.'
Head I i jllry Identi(y low hanging objects with tape/tags.Wear proper head proteRion.
:xpastn4 Ta;k:
Excessii e Noise
I Wear appropriare hearing protection,(ear plugs,muffs or combination).
�I Exposing 7ask:
Heat/Cold Stress (Heat)Orink plenty of fluids (Cold)Ensure adequate dothing.limk exposure times.
! £x.posing Tosk
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Slipper�SUrfateS,Tripping Idenufy ail trip hazards and sfip harards.Good houskeeping,keep debris,cords,material dear of acces and egrezs.Keep
Hazardsl work area ciean.
E•rporing Tosk:
Hot Work-Any Spdrk ar 44ear roteaive loves,face shield and or heatsuiu,as needed.A I ro er trarriers for roteaion a inst heat sources.
flame pr�ducing work P g � PP Y P P P �
Er.yosir.gTos&:
� ReSpl�atory Hazard if possible,ventilate area to eliminate haxards.Detertnine proper respirator required for hazard(s).
' I ExpesJng Task:
Electrital�Haza�d Use GKI,(ow voltage lighting.Ensure proper ground'mg of equipment.lnspea cords prior to use.ENSURE Lock outTag out.
I Identify exisiing ovefiead or underground powerlines.
FxposJng Tosk:
Confified SpdCP.Entry IdentifyALL hazards of space.Detertnine if confined spate pertn7t is required.Ventilate as needed.Verfry proper egress.
� _'xpnsing Task:
Skin COnt�[t Rewew praduct M505 or SDS wear PPE acwrdingly.
:xrr..s:r,n,.Tcsc:
Stored Energy LO/TO
� Ve�y isolation of energy source with authorized personnel before beginning work.Ensure affected personal are noUfied.
�
� Expasing Task:
Caught In 8etween Bench Slope,Shvre trench or excavation.Keep body parts clear of loads and material.Lxk out and Tag out equipment
Excavations,equipment, during maintanance.
II mate77a1 � prpflsingTuk:
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�, DAtLY ACT[V1TY HAZARD A11tALY5ES
Ao d any additionai Tas1:s,Hazards,and Controls nat previously listed(Cranes,Scaffoids,ect.j
Oesc�ibe todays`s Tasks{each step) Tdentify PotentEa!Flazards Ways ta EliminatejCornrol Hazards
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� Additianal Hazard Assessments YES NO N/A
Have alt personnel reteived aIl requ"ved site-specific Lraining and an site orientation?{I{no,stop and take
action)
� Nas eq3 ipmeni been inspecied prior to use?
Is Cre�+�familiar with evacuation routes?
!
Overh�ad orunderground utiiities present?
tf using4devices such as ladders,farklifrs,lLG or scissor ti(ts have ihe o¢eraiors beeq properiy trained? (t€not,
stop and take proper action.}
Has the'constrvction area been properly barricaded and signs posied where required? (if not stop and take •
attion}�
Have al�necessary licenses,certiflcaCes and or proper training to complete the job 6een obtained? (If not
stop entl take action)
Work ar�a-Could other trades present hazards?
� �vAnn� �vaM�
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APPLICATION FOR PAYMENT
� PROCEDURE
{
Followmg are the required forms for submission:
'1. Subcontractor's Aaplication for Pavment:Subcontractor's Application for Payment.cover sheet reflecting values
from the Schedule of Values form.
2. Schedule of Values-G703: Showing the contract Schedule of Values,previous work completed(0.00 for the first
application);work completed this period,any stored materials,total work completed to date,percent of contract
completed, bafance of work remaining, and retainage withheld. (Excel form from our website will do the
calculations for you.)
3. Sworn Statement from Subcontrador to Contractor:A declaration on the part of the subcontractor as to the
goods and services being supplied to the projed;therefore,it provides a means of tracking possible sources of
Notice to Owner and Liens against the property.
The above items must be to CORE Construction Services of Florida, LLCs Sarasota office by the 20�'of the month
projecting work through the 25�'of the month. Payment is disbursed within five(5)business days after payment has
been received by the Contractor by the Owner provided that all conditions have been met according to Section Three
in the Subcontract. Please scan with an authorized signature and then emaill to IisaiohnsonC�coreconstruct.com
iil (
1 EMAIL WILL BE ACCEPTED AS LONG AS THE AUTHORIZED SIGNATURE HAS BEEN SCANNED INTO THE EMAIL F1RST.
' F�ILURE TO FOLLOW THESE PROCEDURES WILL CAUSE DELAY AND/OR NO PAYMENT FOR THAT MONTH.
F�ES WILL NO LONGER BE ACCEPTED. DO NOT FAX TO THE PROJECT MANAGER OR TO ANY OF CORE'S OFFICES.
I
LIEN RELEASES:
Yc�u must submit all fully executed Releases of Lien from your subcontractors and/or material suppliers before your
fu ds are released. Authorized agents may sign Partial Lie�Releases;however,Final Lien Releases must be signed by
an Qwner or a Corporate Officer of your company. ,
8e aware of who has filed a Notice to Owner against your company with the Owner of the project. There will be no
funding withour proper re%ases of lien from these parties.
1
JOINT CHECKS:
The Contractor reserves the right to issue joint checks to the Subcontractor and its suppliers and/or subco�tractors
under any of the fol(owing conditions:
a. Amount due a supplier or sub-subcontractor exceeds 25%of a subcontract;or
b. On any progress billing,the total amount owing to all supplier and/or sub-subcontractors exceeds 50%of
the progress billing amount;or
c. On any progress billing,the amount owing to any individual supplier and/or sub-subcontractor exceeds 30%
of the progress billing amount. �
8027 Cooper Creek Blvd.Suite 110� University Park,FL 34201 � PH: 941-343-4300 � FAX: 941-552-0245 �
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CALCULATION SUMMARY
Project Name:Summerset Apartments Project Location: 6627 Fort Kings Road
Drawing No.� City: Zephyrhills, FL
Design Areas ,
Design Area Calc. Mode Occupancy Area of Total Water Pressure� Min. Min. Min. Calculated Hose Margin To
Name (Model) Application Source Density Pressure Flow Heads Streams Source
(Rz) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi)
1 Demand(HW) Residential 600 69.7 Required 0.052 12 17 4 0 10.1
52.8
2 Demand(HW) Residential 600 70.1 Required 0.052 12 17 4 0 11.4
51.5
3 Demand(HW) Residential 600 75.4 Re 57red 0.052 12 17 4 0 6
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 1
� - ----�
I�I HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Summerset Apartments
�II
Contract No.• City: Zephyrhills, FL
Project Location: 6627 Fort Kings Road Date:4/12/2016
Contractor Information '
Name of Contractor: Swanson Fire Protection
Address: 2220 County Road 210 City: Jacksonville,, FL 32259
Phone Number: 904 529 5257 E-mail: .
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Name of Designer: FPG 1
Authority Having Jurisdiction: Local �
, Design
Remote Area Name 1 .�
p�i��'�,.�;; � .
Remote Area Location Fourth Floor Qy �' �
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Occupancy Classification Residential p_29302
.
Density(gpm/ft2) 0.052 ,� ,■ * t*
; 04[18120 r
Area of Application(ftZ) 600 ,0••� $TATE � •'
2 � �''••:c OR �;•�.•��ct�i.
CoverageperSprinkler(ft) 324 ���►„ ��..r.�0 �`
Number of Calculated Sprinklers 4 C�ss/pNpt EN
In-Rack Demand(gpm) 0
Special Heads
ROB�RT L.HINKLE.�P..E:-_:
� Hose Streams(gpm) 0 140r9 KINCiSLEY AVE.
BLDCi. ]4C
Total Water Required(incl.Hose Streams)(gpm) 69.7 ORANGE PARI+L,FL 32073
(904)�i02-:3358 _...._�.-_ -
Required Pressure at Source(psi) 52.8 F�,A:REGS.# 29302
Type of System Wet
Volume-Entire System (gal) 803.7 gal _ -
Water Supply Information
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Date 03/21/2016
Location City Connection
Source W
Notes
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4l15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 2
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Job:Summerset Apartments Node Labels: Off
Pipe Labels: Off
__ __ _ - Diagram-for-Desegn-Area-:1 --
/�ntimi�pd Hvdra��lir. Simnlifipol
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File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 3
Job Summerset Apartments
Hydraulic Analysis for : 1
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F(15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ftz) N/A for Hazen-Williams calculation.
Water Supply Parameters
Supply 1 :W Flow m Pressure si
• 0 63
1220 54 �
,
Supply Analysis `
Static Pressure Residual F�oW Available Total Demand Required Pressure �
Node at Source Pressure Pressure
(psi) (gpm) (gpm) (psi)
(psi) (psi)
I W 63 54 1220 63 69J 52.8
Hoses
� Inside Hose Flow/Standpipe Demand(gpm) ,
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm) �,
Other(custom defined) Hose Flow(gpm) I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkler Flow(gpm) 69.7
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
Total Sprinkler Flow(gpm) 69.7
Other �
Required Margin of Safety(psi) 0 �
r
BOR1 -Pressure(psi) 47.6
BOR1 -Flow(gpm) 69.7
Demand w/o System Pump(s) N/A
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 4
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Job:Summerset Apartments
Hyclraulic-Analysis-for:1
�.Suppty �t 9�jstemD�and
�- � � , ,. „ „ . .,, ,,. .. ,. ,, ,,, ,,, ,., ,,. .,,�. ,,, .,. „ ,.. ,., .,.
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Qz .. ...... .. . .... .. .... .. ..,,. ., ..,...,.. .... ...... ,.,W.,,,. ,,.,..,,, .�.,..,,,..`� �z,s7s
so
�,, . .,. . .,_. , .,.. ., . ..... .... ..... .�, .,.. ,,, . ,.,.._,,.. ,,, , .., ,.,.._.,,, ,.,, ..,, ,..., ,,,
a
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� _ ... ...., .... ... ........_„ ....,,..., ,,_..,,......._ .........._.,.. ._..,..,.......�. ,.,,..., ...._..._ .,,,..,.... ..,.....,,
.�.... ...,. ,..._... ........... . ....... .............. ................. ....,.,.,.,......, ,............,-...,,.� ..,.... ... ....,..,,
a - -
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U 47m 5(1� +�OD 7UD 800 �OD 14D0 11a9 120U 13�U
Flaw,gpm �
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 5
Job.Summerset Apartments
Hydraulic Analysis for : 1
Graph Labels
La bel Descri ption Va l ues
Flow (gpm) Pressure (psi)
S1 Supply point#1 -Static 0 63
S2 Supply point#2-Residual 1220 54
D1 Elevation Pressure 0 17.7
D2 System Demand 69.7 52.8
Curve Intersections $ Safety Margins
Curve Name Intersection Safety Margin
Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
Supply 62.9 79.9 10.1 69.7 "
Open Heads
Required Calculated
Head Ref. Head Type Coverage K-Factor
Density Flow Pressure Density Flow Pressure
�ftZ) �9Pm/Psi�/z) (9Pm/�Z) �9Pm) (PS�) �9Pm/ftZ) �9Pm) (PS�)
A1 Overhead 324 4.9 0.05 16.2 12 0.053 17.1 12.2
Sprinkler
AZ Overhead 324 4.9 0.05 16.2 12 0.055 17.8 13.2
Sprinkler
A3 Overhead 324 4.9 0.05 16.2 12 0.055 17.8 13.2
Sprinkler
A4 Overhead 324 4.9 0.05 16.2 12 0.052 17 12
Sprinkler
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 6
Job:•Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
No�e# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
' � ft psi gpm gpm/psi�/z gpm psi
000�1 38.91 NODE 12.4
000�2 38.91 NODE 12.6
001�0 38.91 NODE 13
001�4 38.91 NODE 14.8
001�6 38.91 NODE 14.8
001�9 38.91 NODE 15.3
' 002�4 38.91 NODE 16J
007�8 38.91 NODE 17.3
034�0 38.91 NODE 28.2
034i1-I 36.16 NODE 30.5
03�1-0 36.72 NODE 29.3
0342-I 35.13 NODE 31,3
034�2-0 35.27 NODE 30.9
034i4 34.24 NODE 32.5
034�5-I 9.17 NODE 43.4
' 0345-0 9.17 NODE 43.4
0388-I 4.56 NODE 46.1
' 0388-0 5.37 NODE 45.5
0389-I 2.65 NODE 46.9
0389-0 3.03 NODE 46.7
039�1 -3 NODE 49.4
2418 38.91 NODE 17
2421 38.91 NODE 16.8
2457 38.91 NODE 13.4
2390 38.91 NODE 13.3
A1 j 37.74 HEAD 12.2 17.1 4.9 16.2 12
A2I 37.74 HEAD 13.2 17.8 4.9 16.2 12
� A3I 37.74 HEAD 13.2 17.8 4.9 16.2 12
II I
A4� 37.74 HEAD 12 17 4.9 16.2 12
BOf21 1 NODE 47.6
• UG1-I -3 NODE 49.4
UG1-0 -3 NODE 49.4
, UG2 -3 NODE 49.4
UG3-I -3 NODE 52.8
UG3-O -3 NODE 49.4
UG4-I -3 NODE 52.8
UG4-O -3 NODE 52.8
W I -3 SUPPLY 52.8 -69.7
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File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 7
Job.Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
A4 37.74 4.9 17 .75 ix(BM.Tee-Run)=1 5.67 150 12
0010 38.91 17 0.874 lx(BM.Tee-Br)=3 4 0.154 -0.5
9.67 1.5
0010 38.91 3 .75 1x(BM.Tee-Run)=1 3.63 150 13
0014 38.91 19.9 0.874 lx(BM.90)=4 5 O.Z074 0
8.63 1.8 -
0014 38.91 0 2 ix(BM.Tee-Run)=1 9.59 150 14.8
0016 38.91 19.9 2.003 ix(BM.90)=10 11 0.0037 0 =
20.59 0.1
0016 38.91 27 2 2x(BM.Tee-Run)=2 14.46 150 14.8
0019 38.91 46.9 2.003 lx(BM.90)=10 12 0.0178 0
' 26.46 0.5
0019 38.91 22.7 2 4x(BM.Tee-Run)=4 23.86 150 15.3
0024 38.91 69.7 2.003 lx(BM.90)=10 14 0.0371 0
I� 37.86 1.4
0024 38.91 -3 2 4x(BM.Tee-Run)=4 12.48 150 16.7
0028 38.91 66.6 2.003 4 0.0342 0
16.48 0.6
0028 38.91 3 2 lx(us.90)=6.48 222.35 150 17.3
� 0340 38.91 69.7 2.003 45x(BM.Tee-Run)=45 71.48 0.0371 0
2x BM.Tee-Br =20 293.83 10.9
0340 38.91 0 2 lx(coupling)=1.23 2.19 120 28.2
0341-0 36.72 69.7 2.157 1.23 0.0391 0.9
3.42 0.1
0341-0 36.72 0 2 0.56 0 29.3 CV-1 FR
' 0341-I 36.16 69J 0 0 1J232 0.2 Check
� 0.56 1 ***
0341-I 36.16 0 2 lx(coupling)=1.23 0.82 120 30.5
0342-0 35.27 69.7 2.157 1.23 0.0391 0.4
2.05 0.1
0342-0 35.27 0 2 0.14 0 30.9 BtfIyJMA
0342-I 35.13 69.7 0 0 2.1514 0.1 ***
0.14 0.3 „
0342-I 35.13 0 2 lx(us.Tee-Br)=12.31 1.79 120 31.3
0344 34.24 69.7 2.157 lx(us.90)=6.15 18.46 0.0391 0.4
20.25 0.8 •
0344 34.24 0 4 lx(coupling)=1.32 26.75 120 3Z.5
0345-0 9.17 69.7 4.26 lx(us.Tee-Br)=26.33 27.65 0.0014 10.9
54.4 0.1
0345-0 9.17 0 4 0.38 0 43.4 BFV-N �I
0345-I 9.17 69.7 0 0 0.0555 0 *** I
0.38 0.0
0345-I 9.17 0 4 lx(coupling)=1.32 217.38 120 43.4
0388-0 5.37 69.7 4.26 Zx(us.90)=26.33 80.32 0.0014 1.6
2x us.Tee-Br =52.67 297.7 0.4
0388-0 5.37 0 4 0.8 0 45.5 CV-1 FR
0388-I 4.56 69.7 0 0 0.2364 0.3 Check
0.8 0.2 ***
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 8
!
�
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nodle 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
I (ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
�
Pat� No: 1
0388-I 4.56 0 4 ix(coupling)=1.32 1.53 120 46.1
0389-0 3.03 69.7 4.26 1.32 0.0014 0.7
� 2.85 0
0389-0 3.03 0 4 0.38 0 46.7 BFV-N
- 0389-I 2.65 69.7 0 0 0.0555 0.2 ***
� 0.38 0.0
0389-I 2.65 0 4 lx(coupling)=1.32 1.65 120 46.9
- BORl 1 69.7 4.26 1.32 0.0014 0.7
� 2.97 0
' BORI 1 0 6 lx(us.90)=24.19 4 140 47.6
0391 -3 69.7 6.4 24.19 0.0001 1.7
� 28.19 0
039� -3 0 6 lx(coupling)=1.53 19.8 150 49.4
UG1i0 -3 69.7 6.08 1.53 0.0002 0
21.33 0
UG1�0 -3 0 6 0.88 0 49.4 GateA2360 I
I UG1II -3 69.7 0 0 0.0009 0 *** I
0.88 0
UG1�I -3 0 6 lx(us.90)=21.4 1.49 150 49.4 I
UG2I -3 69.7 6.08 21.4 0.0002 0
22.89 0
UG2� -3 0 8 lx(coupling)=2.86 120.64 150 49.4
UG3-0 -3 69.7 7.98 lx(us.90)=25.72 35.01 0.0000 0
� lx elbow.22.5 =6.43 155.65 0
UG3�0 -3 0 8 4,38 0 49.4 Ames3000SS
UG3iI -3 69.7 0 0 0.7856 0 ***
4.38 3.4
UG3�I -3 0 8 lx(coupling)=2.86 81.76 150 52.8
UG4�0 -3 69.7 7.98 lx(us.90)=25.72 28.58 0.0000 0
I 110.33 0
UG4�0 -3 0 8 0.96 0 52.8 Gate A2360
UG4�I -3 69.7 0 0 0.0005 0 ***
- I 0.96 0
UG4�I -3 0 8 1.26 150 52.8
. W I -3 69.7 7.98 0 0.0000 0
1.26 0
W I 52.8
Path No: 2
A1 I 37.74 4.9 17.1 .75 lx(BM.Tee-Br)=3 1.17 150 12.2
0001 38.91 17.1 0.874 3 0.1565 -0.5
� 4.17 0.7
0001� 38.91 -7.9 .75 lx(BM.Tee-Run)=1 15.97 150 12.4
245I 38.91 9.2 0.874 lx(BM.90)=4 5 0.0494 0
20.97 1
2457� 38.91 17.8 .75 lx(BM.Tee-Br)=3 1 150 13.4
0016 38.91 27 0.874 3 0.3635 0
� 4 1.5
OO1G 14.8
I
� File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 9
f
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 3
A3 37.74 4.9 17.8 .75 ix(BM.Tee-Br)=3 1.17 150 13.2
2390 38.91 17.8 0.874 3 0.1676 -0.5
4.17 0.7
2390 38.91 5 .75 lx(BM.Tee-Br)=3 4.46 150 13.3
0019 38.91 22.7 0.874 3 0.2646 0 ,
7.46 2
0019 15.3
Path No: 4
A2 37.74 4.9 17.8 .75 lx(BM.Tee-Br)=3 1.17 150 13.2
2457 38.91 17.8 0.874 3 0.1682 -0.5
4.17 0.7
2457 13.4
Path No: 5
0024 38.91 0 .75 Sx(BM.Tee-Br)=3 4.46 150 16.7
2421 38.91 3 0.874 3 0.0063 0
7.46 0.0
2421 38.91 0 .75 2x(us.90)=5.63 15.97 120 16.8
2418 38.91 3 0.884 5.63 0.009 0
21.6 0.2
2418 38.91 0 .75 2x(BM.Tee-Run)=2 38.66 150 17
0028 38.91 3 0.874 2x(BM.Tee-Br)=6 12 0.0063 0
lx BM.90 =4 50.66 0.3
0028 17.3
Path No: 6 �
0001 38.91 0 J5 Sx(BM.Tee-Br)=3 4.09 150 12.4 �
0002 38.91 7.9 0.874 3 0.0376 0
7.09 0.3
0002 38.91 -3 .75 2x(BM.Tee-Run)=2 33.59 150 12.6 �
2390 38.91 5 0.874 lx(BM.90)=4 12 0.0158 0
2x BM.Tee-Br =6 45.59 0.7 ,
2390 13.3 -
Path No: 7
0002 38.91 0 .75 4x(BM.Tee-Run)=4 44.79 150 12.6
0010 38.91 3 0.874 2x(BM.Tee-Br)=6 14 0.0061 0
lx BM.90 =4 58.79 0.4
0030 13
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 10
I
, Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Nod�e 1 Elev 1 K-.Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nod�e 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
I T frict(Pf)
r
(ft) (gpm/psi�/x) (gpm) (in) (ft) (ft) (psi) (psi)
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 14.43 ft/s occurs in the following pipe(s): (0016-2457)
** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing.The friction
loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
� ar�irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyrighto zo02-2o1z Tyco Fire Protection Products Page 11
� Job�Summerset Apartments Device Graphs I
Press�re vs. Flow Function I
de�ign Area: '1; Supply Ref.:U'�t; Supply P��arr�e:W
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Design Area: 'i; BFP Ref.: 3$43 (Ames3�Q(�SS, Size= 8�; In1et �fc�de: UG3-I, {3utlet �dflde: UG3-C)
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FEova�gpm
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 12
i Job Summerset Apartments Device Graphs
' Pressure Loss Function
i
Design Are�: '�; Valve I�ef.: 3834 [BtFiyJP�tiA, Size=��, Inlet Node: �34�-I; Qutlet N+�de: 0342-{�
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0.3 psi�65.7 gpm ;
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oa o�
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F[otw,gpm � �
Pressure Loss Function
Qesign Area: 'i; Valve R�f.: 3835 t�V-1 FR�heck, Size=2�; Inlet tdc�de: 434'i-I; Outlet �ode: 0341-�
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c m r�- a c�z � �
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F[ovr,9pm
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 CopyrightOO 2002-2012 Tyco Fire Protection Products Page 13
Job:Summerset Apartments Device Graphs
Pressur�Lcfss Function
[�esign Area: 'i; 1/alve Ftef.: 383G {BF1,�-h!, Size=4}; Inlet Node: (?�45-I; Qutlet f�c�de: 4345-t)
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' Ftovr,gpm
Pressur�Loss Funetion
Design Area: 'i; Valve Ref.: 384E} (BFV-h!, Size=4�; Inlet Nade: #?389-I; Qudet t�c�de: U389-{)
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File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 14
�
Job•Summerset Apartments Device Graphs
Pressure Loss Function
Qesign Area: 1; Valve Ref.: 3841 (CV-1 FR Check, Size=4); Inlet hlode: U388-I; dutlet Paade: U3$8-{3
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4a
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cv m v� � at
� F[ovr,gpm
Pressure Loss Funetion
Design Area: 7; Valve Ref.: 3842 (Gate A236Q, Size=6�; Inlet Nod�: UG'I-I; Outfet P�ode: UG1-Q
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i
File:D:\DWG\16035\Dwgs\FP1.dwg
Datl 4/15/2016 Copyright02002-2012 Tyco Fire ProtecUon Products Page 15
Job:Summerset Apartments Device Graphs �
Pr�ssure Loss Function
I Design Area: 1; Valve Ref.: 38d4 (G�te A2360, Size= S); In1et Elode: UG4-I; Outlet P�ade: UG4-Q
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F[ow,gpm �
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright�02002-2012 Tyco Fire Protection Products Page 16
HYDRAULIC CALCULATIONS
for
Job Information
Project Name:Summerset Apartments
Contract No.• City: Zephyrhills, FL
Project Location: 6627 Fort Kings Road Date:4/12/2016
Contractor Information
Name of Contractor: Swanson Fire Protection
Address: 2220 County Road 210 City: Jacksonville,, FL 32259
Phone Number: 904 529 5257 E-mail:
Name of Designer: FPG
- Authority Having Jurisdiction: Local
Des�ign
I Remote Area Name 2
Remote Area Location Fourth Floor •�*��,� � .
� � �
Occupancy Classification Residential � �
Density(gpm/ftZ� o.os2 ; o.29302
. `.*
Area of Application(ftZ) 600 * � 0 4/18 2 0 :
,p•� STA 'E � ,:Q
Coverage per Sprinkler(ft2) 324 �• �• �
90..����,�C QR��.p•�,�'��, .
Number of Calculated Sprinklers 4 � •••....••'G� �
In-Rack Demand(gpm) 0 Ss,O�A``�
Special Heads
Hose Streams(gpm)
o ROBEItT L.HINKLE:P:E:: . �--
14Q9 KINGSLEY AVE.
Total Water Required(incl.Hose Streams)(gpm) 70.1 R��a• 14C
ORANGE PAAI+L.FL 32073
Required Pressure at Source(psi) 51.5 (904)502-33:58 _. _..____>__ _
F�,A.RECi.# 29302
Type of System Wet
� Volume-Entire System (gal) 794.6 gal
_ Water Supply Information
Date 03/21/2016
Location City Connection
Source W
No�es
�
�
I File:D•\DWG\16035\Dwgs\FP1.dwg
DatB 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 17
Job:Summerset Apartments Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 2
(Ontimi�pd Hvdra�ilir_ Simnlifipol
.+
�'
�'
�i�#-Y
�X�
-� __--'
.A _ —
�_�-'
'��s
__-g _ __—_
d�
_=- i r=_'-
_j . =
____ � A _ __
_ 4
=-ti` �___ = _�
•••�..
'...��o-���.�
�_i. Y
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 18
Job Summerset Apartments
Hydraulic Analysis for : 2
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F(15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
Fluid Dynamic Viscosity, (Ib•s/ftz) N/A for Hazen-Williams calculation.
Wat�er Supply Parameters
Supply 1 :W Flow m Pressure si
0 63
1220 54
Supply Analysis
- Static Pressure Residuai Flow Available Totai Demand Required Pressure
Node at Source Pressure Pressure
� �PS�� �PS�) �9Pm) �Psi� �9Pm) �PS�)
IW 63 54 1220 63 70.1 51.5
I
Hoses
Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkler Flow(gpm) 70.1
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
Total Sprinkler Flow(gpm) 70.1
� OtFier
Required Margin of Safety(psi) 0
� BOR1 -Pressure(psi) 46.3
BOR1 -Flow(gpm) 70.1
Demand w/o System Pump(s) N/A
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 19
Job.Summerset Apartments
Hydraulic Analysis for : 2
� �PP�J �} S+,+stema=3vcsrtat
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a _ . ..,. , „ .. ...,. ,, ,.... �. „ .,. ..,.,,..,., ......... ........ ,..,......,,. ..._ ..,. ,.... .,.
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. I, ,, ,,,,,, ,,, , ,...�� -,..,.,. ,. ...._,,. ,.. ....� ,.,.. ......�..,.�....., ..,...�.f,.. .,.... . ,..,.., ,,,..,,,,.-
��
_i -- -'---- -
'��- - -
Q_ ._ .._ . .- r �- -- - - ..._ _. _. _. . ... .- -- -. ..__. ,_
f
9 4�U �� 8DD 70D 800 3a0 10D0 11fld 1200 130
Flow,gpm
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 20
Job•Summerset Apartments
Hydraulic Analysis for : 2
Graph Labels
�abel Description Values
� Flow (gpm) Pressure (psi)
S1 � Supply point#1-Static 0 63
S2 � Supply point#2-Residual 1220 54
D1 � Elevation Pressure 0 17 7
D2 � System Demand 70.1 51.5
_ Cunre Intersections 8� Safety Margins
� Curve Name Intersection Safety Margin
Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
" Supply 62.9 82 11.4 70.1
I
Open Heads
Required Calculated
Heaid Ref. Head Type Coverage K-Factor
Density Flow Pressure Density Flow Pressure
(�2) (9Pm/Psi'/z) (9Pm/ftZ) �9Pm) �PS�) (9Pm/�Z) (9Pm) (PS�)
iBl Overhead 324 4.9 0.05 16.2 12 0.053 17.3 12.5
Sprinkler
IBZ Overhead 3z4 4.9 0.05 16.2 12 0.052 17 12
Sprinkler
IB3 Overhead 3Z4 4.9 0.05 16.2 12 0.054 17.5 12.7
Sprinkler
IB4 Overhead 324 4.9 0.05 16.2 12 0.057 18.3 14
Sprinkler
I
I
� �
File:D•\DWG\16035\Dwgs\FP1.dwg
Datl 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 21 I
Job:Summerset Apartments Hydraulic Calculafions/Fluid Delivery Time Analysis
Node Data
Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
ft psi gpm gpm/psi�/z gpm psi
0022 38.91 NODE 15.5
0024 38.91 NODE 15.6
0027 38.91 NODE 15.7
0028 38.91 NODE 15.8
0340 38.91 NODE 26.9
0341-I 36.16 NODE 29.2
0341-0 36.72 NODE 27.9
0342-I 35.13 NODE 30
0342-0 35.27 NODE 29.6
0344 34.24 NODE 31.2
I� 0345-I 9.17 NODE 42.1
0345-0 9.17 NODE 42.1
0388-I 4.56 NODE 44.7
I 0388-0 5.37 NODE 44.2
0389-I 2.65 NODE 45.6
� 0389-0 3.03 NODE 45.4
0391 -3 NODE 48.1
2418 38.91 NODE 12.6
2421 38.91 NODE 13.4
Bl 37J4 HEAD 12.5 17.3 4.9 16.2 12
62 37.74 HEAD 12 17 4.9 16.2 12 '
63 37.74 HEAD 12.7 17.5 4.9 16.2 12 I
64 37.74 HEAD 14 18.3 4.9 16.2 12 �
BORl 1 NODE 46.3 �
UG1-I -3 NODE 48.1
UGl-O -3 NODE 48.1 i
UG2 -3 NODE 48.1 I
UG3-I -3 NODE 51.5
UG3-O -3 NODE 48.1
UG4-I -3 NODE 51.5
UG4-0 -3 NODE 51.5
W -3 SUPPLY 51.5 -70.1
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 22
Job•Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
I T frict(Pf)
(ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi)
�
Path No: 1
B2 � 37.74 4.9 17 .75 lx(us.Tee-Br)=6.04 1.17 150 12
2418 38.91 17 0.874 6.04 0.154 -0.5
� 7.2 1.1
�
2418 38.91 -6.4 .75 2x(BM.Tee-Run)=2 38.66 150 12.6
_ 0028 38.91 10.6 0.874 2x(BM.Tee-Br)=6 12 0.0639 0
� lx BM.90 =4 50.66 3.2
�
0028 38.91 59.5 2 lx(us.90)=6.48 222.35 150 15.8
: 0340 38.91 70.1 2.003 45x(BM.Tee-Run)=45 71.48 0.0375 0
� 2x BM.Tee-Br =20 293.83 11
0340 38.91 0 2 ix(coupling)=1.23 2.19 120 26.9
0341-0 36.72 70.1 2.157 1.23 0.0395 0.9
� 3.42 0.1
0341-0 36.72 0 2 0.56 0 27.9 CV-1 FR
0341-I 36.16 70.1 0 0 1.7326 0.2 Check
� 0.56 1 ***
�
0341-I 36.16 0 2 lx(coupling)=1.23 0.82 120 29.2
0342-0 35.27 70.1 2.157 1.23 0.0395 0.4
� 2.05 0.1
0342-0 35.27 0 2 0.14 0 29.6 BtfIyJMA
0342-I 35.13 70.1 0 0 2.1762 0.1 ***
� 0.14 0.3
�
0342-I 35.13 0 2 lx(us.Tee-Br)=12.31 1.79 120 30
0344 34.24 70.1 2.157 lx(us.90)=6.15 18.46 0.0395 0.4
I 20.25 0.8
034�4 34.24 0 4 lx(coupling)=1.32 26.75 120 31.2
034b-0 9.17 70.1 4.26 lx(us.Tee-Br)=26.33 27.65 0.0014 10.9
� 54.4 0.1
034�5-0 9.17 0 4 0.38 0 42.1 BFV-N
034I5-I 9.17 70.1 0 0 0.0559 0 ***
0.38 0.0
034i5-I 9.17 0 4 lx(coupling)=1.32 217.38 120 42.1
0388-0 5.37 70.1 4.26 2x(us.90)=26.33 80.32 0.0014 1.6
- � 2x us.Tee-Br =52.67 297.7 0.4
0388-0 5.37 0 4 0.8 0 44.2 CV-1 FR
0388-I 4.56 70.1 0 0 0.2378 0.3 Check
' � 0.8 0.2 ***
0388-I 4.56 0 4 lx(coupling)=1.32 1.53 120 44.7
0389-0 3.03 70.1 4.26 1.32 0.0014 0.7
� 2.85 0
�
0389-0 3.03 0 4 0.38 0 45.4 BFV-N
0389-I 2.65 70.1 0 0 0.0559 0.2 ***
� 0.38 0.0
�
0389-I 2.65 0 4 lx(coupling)=1.32 1.65 120 45.6
BORIl 1 70.1 4.26 1.32 0.0014 0.7
I 2.97 0
�
BORl 1 0 6 1x(us.90)=24.19 4 140 46.3
0391 -3 70.1 6.4 24.19 0.0001 1.7
I� 28.19 0
I
I
' File:D•\DWG\16035\Dwgs\FP1.dwg
Dati 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 23
Job Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
0391 -3 0 6 lx(coupling)=1.53 19.8 150 48.1
UG1-O -3 70.1 6.08 1.53 0.0002 0
21.33 0
UG1-O -3 0 6 0.88 0 48.1 Gate A2360
UG1-I -3 70.1 0 0 0.0009 0 *** ,
0.88 0
UG1-I -3 0 6 ix(us.90)=21.4 1.49 150 48.1
UG2 -3 70.1 6.08 21.4 0.0002 0 ,
22.89 0
UG2 -3 0 8 ix(coupling)=2.86 120.64 150 48.1
UG3-O -3 70.1 7.98 1x(us.90)=25.72 35.01 0.0000 0
lx elbow.22.5 =6.43 155.65 0
UG3-O -3 0 8 4.38 0 48.1 Ames3000SS
UG3-I -3 70.1 0 0 0.7868 0 ***
4.38 3.4
UG3-I -3 0 8 lx(coupling)=2.86 81.76 150 51.5
UG4-O -3 70.1 7.98 lx(us.90)=25.72 28.58 0.0000 0
110.33 0
UG4-O -3 0 8 0.96 0 51.5 Gate A2360
UG4-I -3 70.1 0 0 0.0005 0 ***
0.96 0
UG4-I -3 0 8 1.26 150 51.5
W -3 70.1 7.98 0 0.0000 0
1.26 0
yy 51.5
Path No: 2
BS 37.74 4.9 17.3 .75 2x(BM.Tee-Run)=2 14.33 150 12.5
0022 38.91 17.3 0.874 2x(BM.Tee-Br)=6 8 0.1594 -0.5 II
22.33 3.6
0022 38.91 0 2 2x(BM.Tee-Run)=2 10.02 150 15.5
0024 38.91 17.3 2.003 2 0.0028 0
12.02 0.0
0024 38.91 23.9 2 3x(BM.Tee-Run)=3 9 150 15.6
0027 38.91 41.2 2.003 3 0.014 0 .
12 0.2
0027 38.91 18.3 2 lx(BM.Tee-Run)=1 3.48 150 15.7 �
0028 38.91 59.5 2.003 1 0.0277 0
4.48 0.1
0028 15.8
Path No: 3
63 37.74 4.9 17.5 .75 lx(us.Tee-Br)=6.04 1.17 150 12.7
2421 38.91 17.5 0.874 6.04 0.1625 -0.5
7.2 1.2
2421 38.91 6.4 .75 lx(BM.Tee-Br)=3 4.46 150 13.4
0024 38.91 23.9 0.874 3 0.29 0
7.46 2.2
0024 15.6
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 24
Job.Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nodi 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
I (ft) (gpm/psi�/a) (gpm) (in) (ft) (ft) (psi) (psi)
�
Path No: 4
64 I 37.74 4.9 18.3 .75 ix(BM.Tee-Br)=3 5.63 150 14
0027 38.91 18.3 0.874 lx(BM.90)=4 7 0.1774 -0.5
� 12.63 2.2
0027 15.7
" I
Path No: 5
2418 38.91 0 .75 2x(us.90)=5.63 15.97 120 12.6
2421 38.91 6.4 0.884 5.63 0.0363 0
� 21.6 0.8
242�1 13.4
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 12.78 ft/s occurs in the following pipe(s): (0024-2421)
*** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
th s report, it will appear below.The length of the device as shown in the table above comes from the CAD drawing. The friction
loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
so ely on the curve data.
I
' File:D:\DWG\16035\Dwgs\FP1.dwg
i
Date 4l15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 25
Job:Summerset Apartments Device Graphs
Pressurevs. FlowFunction
Design Area:2; Supply Ref.:W; Supply PName:W
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n m - v� .� oo cn o iv
Ftov�,gpm ~ ^
Pressure Loss Function
Design Area: 2; BFP Ref.: 3843 (Ames300Q�S, Size= 8); Inlet Node: UG3-I; Outlet P�dode: UG3-O
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'+ N N N
Ffovi,gpm
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 26
Job:Summerset Apartments Device Graphs
Pressur�Loss Function
Design Area: 2; Valve Ref.: 3$34 (BtFiyJf�lA, Size=2}; Inlet Edode: Q342-I; Out�et hf€�de: D342-fl
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u I
0_113 �
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— oa a
^ N � � �:
'fY OQ .y .�-�i
Flow,gpm
Pressur�Loss Function I
design Area: 2; Vaive Ref.: 3835 (CV-1 FR Cheek, Size=2); Inlet Nvde: 0341-I; Outlet Node: 4341-Q
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FfowF 9Pm �
� File:D:\DWG\16035\Dw s\FP1.dw
9 9
Da�te 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 27
Job Summerset Apartments Device Graphs
Rressure Loss Function
Design Area: 2; Valve Ref.: 3836 (BFIf-W, Size= 4�; Inlet hlode: 0345-I; �utlet P�lvde: 0345-0
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OG r/'7 N O+ b O
cv �n ao o m � m
.�+ n m v-� �o r- w o � c�
F[ova:9Pm ~ ~ ^
Pressure Loss Function
�esign Area: 2; Valve Ref.: 38dQ (BFV-Pd, Size=4}; Inlet Node: U389-I; Outlet fd�de: 0389-0
4.�2� � l � ! � ! i
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Flovr,9Pm ~ ~ ^
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 28
Job Summerset Apartments Device Graphs
Pressure Loss Function
Design Area: 2; Valve Ref.: 3$4'I {CV-1 FR Cheek, Size= 4}; Inlet �fode: 0388-1; Outle4 Node: 0388-0
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Flovr,gpm
Pressure Lass Function
Qesign Area: Z; Valv�Ref.: 3842 (Gate A2364, Size= 6); Inlet Node: UG1-I; C3utfet hlode: UG9-Q
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Flow,gpm
i
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 29
Job:Summerset Apartments Device Graphs
Rressure Loss Function
Design Area: 2; Vatve Ref.: 38�14 {Gate A236(}, Size= 8); Inlet P�ode: UG4-I; Outlet t�ode: UG4-O
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File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 30
HYDRAULIC CALCULATIONS
for
Job Information
Project Name Summerset Apartments
Contract No.: City Zephyrhills, FL
Project Location: 6627 Fort Kings Road Date:4/12/2016
Contractor Information
Name of Contractor• Swanson Fire Protection
Address: 2220 County Road 210 City: Jacksonville, , FL 32259
Phone Number 904 529 5257 E-mail:
Name of Designer: FPG
. Authority Having Jurisdiction: Local
Design
Remote Area Name 3 .y� �
�
� Nu�� �
Remote Area Location Fourth Floor O�;•�� �
Occupancy Classification Residential � �
` 0.29302 1
Density(gpm/ftZ) 0.052 ; `;*,
Area of Application(ft2) 600 * �:0 4�18 2 O l 6 ;
,o � STA E OF ,:�cr �
. �.
Coverage per Sprinkler(ftz) 324 �0�.��`�QR,Q'P�`��I
�' '•••..r..s•G!� �
Number of Calculated Sprinklers 4 S��ONAL y�
In-Rack Demand(gpm) 0
Special Heads ROBE�ZT L.H7NKLE;PE�-
140�A KINGSLEY AVE.
Hose Streams(gpm) 0 gl,j)(;, �4C
Total Water Required(incl.Hose Streams)(gpm) 75.4 dRANGE PARK,FI, 32073
I (8U4)50Z•3358 ., . _._ _._
Required Pressure at Source(psi) 57 FLA.REG.� 29302
Type of System Wet
� Volume-Entire System (gal) 795.2 gal
. Water Supply Information
Date 03/21/2016
Location City Connection
Source W
No�es
I
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright02002-2012 Tyco Fire Protection Products Page 31
Job Summerset Apartments Node Labels: Off
Pipe Labels: Off
Diagram for Design Area : 3
(�ntimi�Pci Hvdra�ilir_ SimnlifiPdl
..
�'
`���-.-�
a�
rM�___---
�-=='-
4,
'�.=�'
_-' -� --_ '
_-- - 8 �_--=
_�_- _ -
_' __ & --"''''
�'' -_'' '
�,�.
.��
h�� -il"_ `'�,ci
�__o•�4-..'�����.c�
* '_�'
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 32
Job:Summerset Apartments
iHydraulic Analysis for : 3
�
Calculation Info
Calculation Mode Demand
Hydraulic Model Hazen-Williams
Fluid Name Water @ 60F(15.6C)
Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation.
I Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation.
i
W r I
ate Supp y Parameters
Supply 1 :W Flow m Pressure si
0 63
1220 54
Supply Analysis
�
Static Pressure Residual F�oW Available Total Demand Required Pressure
Node at Source Pressure Pressure
� �PS�� lPs�) �9pm) �P51� �9Pm) �PS�)
I I W 63 54 1220 62.9 75.4 57
Hoses
� Inside Hose Flow/Standpipe Demand(gpm)
Outside Hose Flow(gpm)
Additional Outside Hose Flow(gpm)
Other(custom defined) Hose Flow(gpm)
Total Hose Flow(gpm)
Sprinklers
Ovehead Sprinkler Flow(gpm) 75.4
InRack Sprinkler Flow(gpm) 0
Other(custom defined)Sprinkler Flow(gpm) 0
Total Sprinkler Flow(gpm) 75.4
� Oth�er
� Required Margin of Safety(psi) 0
BOR1 -Pressure(psi) 51.7
BOR1 -Flow(gpm) 75.4
Demand w!o System Pump(s) N/A
File:D:\DWG\16035\Dw s\FP1.dw
9 9
Date 4/15/2016 Copyright OO 2002-2012 Tyco Fire Protection Products Page 33
Job.Summerset Apartments
Hydraulic Analysis for : 3
� SuPFfy � 9x�stemd�rrcend
�" � E �
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_ �+...'�„� , „. . , , ., ,. ., .,
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a
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a � __�__�� ---.., V ... ,. ............... ,. ,..,.. .. ,..,....._„�,. ..,.. .. ,..... .-
a - --- - -
a� ,,. . .� ., ., ., .. .,. ... ......... .... ..... .. .,.,. ,,,, .... ............ .... , .,_,...,.. ,......,
_ -- -- - —
�o- - ------ - -------- —�——
�- - - -- � - - -- - _ _.. ._. _. ... _ _ _ _.
U �D �1D �BflD 700 8a�D �QO 1U00 1100 1200 139
Flow,gpm
File:D�\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 34
i
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Job:Summerset Apartments
Hydraulic Analysis for : 3
Graph Labels
Iabel Description Values
' � Flow (gpm) Pressure (psi)
' S1 � Supply point#1 -Static 0 63
S2 � Supply point#2-Residual 1220 54
D1 � Elevation Pressure 0 17.7
D2 � System Demand 75.4 57
_ Cunre Intersections 8� Safety Margins
Curve Name Intersection Safety Margin
Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)
' Supply 62.9 814 6 75.4
I
Open Heads
� Required Calculated
Hea� Ref. Head Type Coverage K-Factor
Density Flow Pressure Density Flow Pressure
(�2) (9Pm/Psi�/z) (9Pm/ftz) �9Pm) (Psi) �9Pm/ftz) (9Pm) �PS�)
i 1 Overhead 324 4.9 0.05 16.2 12 0.061 19.7 16.1
Sprinkler
i 2 Overhead 324 4.9 0.05 16.2 12 0.052 17 12
Sprinkler
i 3 Overhead 324 4.9 0.05 16.2 12 0.058 18.9 14.9
Sprinkler
i 4 Overhead 324 4.9 0.05 16.2 12 0.061 19.8 16.3
Sprinkler
I
' File:D•\DWG\16035\Dwgs\FP1.dwg
�
Co ri ht O 2002-2012 T co Fire Protection Products
Date 4/15/2016 PY 9 Y Page 35
�, Job•Summerset Apartments Hydraulic Calculations/Fluid Delivery Time Analysis
Node Data
Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres.
ft psi gpm gpm/psi�/z gpm psi
Cl 37.74 HEAD 16.1 19.7 4.9 16.2 12
C2 37.74 HEAD 12 17 4.9 16.2 12
C3 37.74 HEAD 14.9 18.9 4.9 16.2 12
C4 37.74 HEAD 16.3 19.8 4.9 16.2 12
0023 38.91 NODE 19.2
0024 38.91 NODE 19.3
0025 38.91 NODE 19.3
0028 38.91 NODE 19.4
� 0029 38.91 NODE 19.4
0030 38.91 NODE 19.6
0340 38.91 NODE 31.9
0341-I 36.16 NODE 34.3
, 0341-0 36.72 NODE 33
0342-I 35.13 NODE 35.1
0342-0 35.27 NODE 34.7
0344 34.24 NODE 36.4
0345-I 9.17 NODE 47.4
0345-0 9.17 NODE 47.4
0388-I 4.56 NODE 50.1
0388-0 5.37 NODE 49.6
0389-I 2.65 NODE 51
0389-0 3.03 NODE 50.8
0391 -3 NODE 53.4
2418 38.91 NODE 19.3
2421 38.91 NODE 19.3
' BORl 1 NODE 51.7
UG1-I -3 NODE 53.4
UG1-0 -3 NODE 53.4
UG2 -3 NODE 53.4
UG3-I -3 NODE 57
UG3-O -3 NODE 53.4
UG4-I -3 NODE 57
UG4-O -3 NODE 57
W -3 SUPPLY 57 -75,4
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 36
Job•Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nod i 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
I (ft) (gpm/psiYa) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
C2 f 37.74 4.9 17 .75 4x(BM.Tee-Run)=4 37.65 150 12
0030 38.91 17 0.874 lx(BM.Tee-Br)=3 15 0.154 -0.5
� 2x BM.90 =8 52.65 8.1
0030 38.91 58.4 2 lx(us.90)=6.48 216.39 150 19.6
_ 0340 38.91 75.4 2.003 43x(BM.Tee-Run)=43 69.48 0.0429 0
� 2x BM.Tee-Br =20 285.86 12.3
I 0340 38.91 0 2 lx(coupling)=1.23 2.19 120 31.9
. 0341-0 36.72 75.4 2.157 1.23 0.0452 0.9
� 3.42 0.2
0341-0 36.72 0 2 0.56 0 33 CV-1 FR
0341-I 36.16 75.4 0 0 1.8568 0.2 Check
�I � 0.56 1
***
0341-I 36.16 0 2 lx(coupling)=1.23 0.82 120 34.3
� 0342-0 35.27 75.4 2.157 1.23 0.0452 0.4
� 2.05 0.1
0342-0 35.27 0 2 0.14 0 34.7 BtfIyJMA
0342-I 35.13 75.4 0 0 2.5162 0.1 ***
� 0.14 0.4
0342-I 35.13 0 2 lx(us.Tee-Br)=12.31 1.79 120 35.1
0344 34.24 75.4 2.157 lx(u5.90)=6.15 18.46 0.0452 0.4
� 20.25 0.9
0344 34.24 0 4 lx(coupling)=1.32 26.75 120 36.4
0345-0 9.17 75.4 4.26 lx(us.Tee-Br)=26.33 27.65 0.0016 10.9
� 54.4 0.1
0345-0 9.17 0 4 0.38 0 47.4 BFV-N
0345-I 9.17 75.4 0 0 0.0613 0 ***
� 0.38 0.0
� 0345-I 9.17 0 4 lx(coupling)=1.32 217.38 120 47.4
� 0388-0 5.37 75.4 4.26 2x(us.90)=26.33 80.32 0.0016 1.6
i 2x us.Tee-Br =52.67 297.7 0.5
0388-0 5.37 0 4 0.8 0 49.6 CV-1 FR
0388-I 4.56 75.4 0 0 0.2553 0.3 Check
_ � 0.8 0.2 ***
0388-I 4.56 0 4 lx(coupling)=1.32 1.53 120 50.1
0389-0 3.03 75.4 4.26 1.32 0.0016 0.7
. ; 2.85 0
0389-0 3.03 0 4 0.38 0 50.8 BFV-N I
0389-I 2.65 75.4 0 0 0.0613 0.2 ***
� 0.38 0.0 '
038{9-I 2.65 0 4 lx(coupling)=1.32 1.65 120 51
BORl 1 75.4 4.26 1.32 0.0016 0.7
� 2.97 0 ,
BORl 1 0 6 lx(us.90)=24.19 4 140 51.7
039�1 -3 75.4 6.4 24.19 0.0002 1.7
28.19 0
039�1 -3 0 6 lx(coupling)=1.53 19.8 150 53.4
UG1-O -3 75.4 6.08 1.53 0.0002 0
� 21.33 0
File:D•\DWG\16035\Dwgs\FP1.dwg
Datl 4/15/2016 CopyrightOO 2002-2012 Tyco Fire Protection Products Page 37
I
I
I
i
Job:Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/a) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 1
UG1-0 -3 0 6 0.88 0 53.4 Gate A2360
UG1-I -3 75.4 0 0 0.0009 0 ***
0.88 0
UG1-I -3 0 6 lx(us.90)=21.4 1.49 150 53.4
UG2 -3 75.4 6.08 21.4 0.0002 0
22.89 0
UG2 -3 0 8 lx(coupling)=2.86 120.64 150 53.4 i
UG3-0 -3 75.4 7.98 lx(us.90)=25.72 35.01 0.0001 0 ,
ix elbow.22.5 =6.43 155.65 0
UG3-O -3 0 8 4.38 0 53.4 Ames3000SS
UG3-I -3 75.4 0 0 0.8023 0 ***
4.38 3.5
UG3-I -3 0 8 lx(coupling)=2.86 81.76 150 57
' UG4-0 -3 75.4 7.98 lx(us.90)=25.72 28.58 0.0001 0
110.33 0
UG4-O -3 0 8 0.96 0 57 Gate A2360
' UG4-I -3 75.4 0 0 0.0005 0 ***
0.96 0
UG4-I -3 0 8 1.26 150 57
, W -3 75.4 7.98 0 0.0001 0
1.26 0
i VI► 57
Path No: 2
C3 37.74 4.9 18.9 .75 2x(BM.Tee-Run)=2 17.44 150 14.9
0023 38.91 18.9 0.874 2x(BM.Tee-Br)=6 8 0.1887 -0.5
25.44 4.8
0023 38.91 0 2 lx(BM.Tee-Run)=1 3.56 150 19.2
0024 38.91 18.9 2.003 1 0.0033 0
4.56 0.0
' 0024 38.91 -1.5 2 lx(BM.Tee-Run)=1 3.66 150 19.3
0025 38.91 17.5 2.003 1 0.0029 0
4.66 0.0
0025 38.91 19.7 2 3x(BM.Tee-Run)=3 8.82 150 19.3
0028 38.91 37.2 2.003 3 0.0116 0
11.82 0.1
0028 38.91 1.5 2 lx(BM.Tee-Run)=1 0.68 150 19.4
0029 38.91 38.6 2.003 1 0.0124 0
1.68 0.0
0029 38.91 19.8 2 lx(BM.Tee-Run)=1 5.29 150 19.4
0030 38.91 58.4 2.003 1 0.0267 0
6.29 0.2
0030 19.6
Path No: 3
Cl 37.74 4.9 19.7 .75 ix(BM.Tee-Br)=3 10.9Z 150 16.1
0025 38.91 19.7 0.874 lx(BM.90)=4 7 0.2027 -0.5
17.92 3.6
0025 19.3
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 38
Job•Summerset Apartments Hydraulic Calculations
PIPE INFORMATION
Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt)
Nod i 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES
T frict(Pf)
(ft) (gpm/psi�/z) (gpm) (in) (ft) (ft) (psi) (psi)
Path No: 4 -
C4 I 37.74 4.9 19.8 .75 lx(BM.Tee-Br)=3 10.92 150 16.3
OOZ9 38.91 19.8 0.874 1x(BM.90)=4 7 0.2042 -0.5
I 17.92 3.7
0029 19.4
Path No: 5
002� 38.91 0 .75 1x(BM.Tee-Br)=3 4.46 150 19.3
242L 38.91 1.5 0.874 3 0.0017 0
� 7.46 0.0
�
2421 38.91 0 .75 2x(us.90)=5.63 15.97 120 19.3
2418 38.91 1.5 0.884 5.63 0.0024 0
� i zi.6 o.i
�
2418 38.91 0 .75 2x(BM.Tee-Run)=2 38.66 150 19.3
0028 38.91 1.5 0.874 2x(BM.Tee-Br)=6 12 0.0017 0
� lx BM.90 =4 50.66 0.1 �
0028 19.4
* Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding.
* Maximum Velocity of 10.57 ft/s occurs in the following pipe(s): (0029-C4)
** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with
this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing.The friction
loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values
are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based
solely on the curve data.
I �
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File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 39
Job:Summerset Apartments Device Graphs
Pressure vs. Flow�Function
Design Area:3; Supply Ref.: W; Supply tdame:W
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F[ovr,9Pm ^ ^
Pressure Loss Functian
Qesign Area: 3; BFP Ref.: 3843 (Ames30QQSS, Size= Sj; Inlet �lade: UG3-I; Outlet Nade: UG3-O
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File:D:\DWG116035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright O 2002-2012 Tyco Fire Protection Products Page 40
; Job.Summerset Apartments Device Graphs
Pressure Lass Function
Design Area: 3; Valve Ref.: 3834 (BfflyJMA, Size=2}; Inlet �dode: �}342-I; Qutlet Node: Q342-O
� �
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4.515
6.4 psi�75.9 gpm
i �
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4.115 � (
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cc a
vi cv �*i � —
-+ v� oc vs
E[ow,gpm � �
Pressure Loss Function
Design Area: 3; Valve Ref.: 3835 tCV-'1 F�t Check, Size=2); Inle�t Afode: 0341-I; Outlet t�ode: 0341-Q
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o m � o o vY �n
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F[ovr,gpm
File:D:\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright Oo 2002-2012 Tyco Fire Protection Products Page 41
Job•Summerset Apartments Device Graphs
Rressure Loss Functian
Design Area: 3; Valve Ref.: 3536 (BFU-h1, Size=4}; Inlet Node: �345-I; Outlet iVade: U345-O
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OG �/1 N O� b R: O
N �/1 07 O R1 'U 07 �
'+ CV A1 N �O r- 6G O S'2
F[ow,gpm ~ � ^
Pressur�Loss Function
� Design Area: 3; Valve Ref.: 384Q (BFI/-id, Size= 4}; Inlet Node: Q389-I; Qutlet tdode: 0389-0
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File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 CopyrightOO 2002-2012 Tyco Fire Protection Products Page 42
i
/ Job Summerset Apartments Device Graphs
Pressure Loss Function
Design Area: 3; Va1ve Ref.: 3841 {CV-'I FR Check, Size=4}; Inlet Fdode: 0388-I; C)utlet Node: 0388-0
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F[ow,gpm
i Pressure Loss Function
Design Area: 3; Valve Ref.: 3842 (Gate A2360, Size= 6); Inlet P�ode: UG1-I; Outiet Flode: UG1-Q
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Ftow,gpm
File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 43
Job•Summerset Apartments Device Graphs
Pressure Loss Function
Qesign Ar�a: 3; Vafve Ref.: 38�#4 (Gate A236Q, Size= S); Inl�t Pdode: UG4-I; Out�et Pdode: UG4-O
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File:D•\DWG\16035\Dwgs\FP1.dwg
Date 4/15/2016 Copyright�O 2002-2012 Tyco Fire Protection Products Page 44
i
i CITY OF ZEPHYRHILLS
' 5335�-8TH SrREET
; (sis)�so-oo20 16999
� BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
i
PERMIT INFORMATION. j LOCATION INFORMATION
Permit#:16999 Issued: 2/02/2016 Address: 6631 FORT KING RD
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 1,248,091.26 Total Fees: 287,358.10 Subdivision: SUMMERSET
', Amount Paid: 287,358.10 Date Paid: 2/01/2016 Parcel Number: 03-26-21-0010-03500-0000
' � CONTRACTOR INFORMATION OWNER INFORMATION
I Name: CORE CONSTRUCTION SVC OF FL LLC Name: SUMMERSET APARTMENTS LIMITED PA
Addr: 8027 COOPER CREEK BLVD STE 110 Address: 3550 S TAMIAMI TRL STE 301
UNIVERSITY PARK, FL 34201 SARASOTA FL 34239-6014
Phone: (941)343-4300 Lic: Phone: 94 -929-1 0
Wo'rk Desc: CONSTRUCT APT BCDG 40 UNITS 50,898 SQ FT
APPLICATION FEES
ILDING�FEE 3,365.61 E E TRI AL FEE 724.77 PLUMBING FEE 483.18
MECHANICAL FEE 338.22 S.EWER CONNECTION COMMER� 56,280.00 WATER CONNECTION COMMERf 17,948.00
WATER METER 2 1,687.35 FIRE PLAN REVIEW FEES 4,560.95 FIRE INSPECTION FEES 500.00
FIRE SPR�NKLER SYS 50.00 FIRE ALARM 50.00 POLICE IMPACT FEE 6,520.00
FIRE IMPACT FEE 7,000.00 PUBLIC SAFETY 5% 676.00 PARK FEES MULTI-FAMILY 26,522.40
SCHOOL IMPACT FEE-sfr/100% 74,942.20 SCHOOL IMPACT FEE-sfr/1% 749.42 TRAFFIC IMPACT FEE 99% 84,110.40
TRAFFIC IMPACT FEE 1% 849.60
� . i�
,�2
�� _
Ins ections Re uired ' ,
FOOTER I 2ND ROUGH PLUMB IS INSULATION E NG i
FOOTER BOND DUCTS INSULATED SEWER MISC. I
�
ROUGH ELECTRIC LINTEL MISC MISC. '
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
�
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
�
CONSTRUCTION POLE FRAME MISC. MISC.
�
- REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
- may be found in the public records of this county, and there may be additional permits required from other governmental
� entities such as water management, state agencies or federal agencies.
"Wa�ning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney �
� before recording your notice of commencement." �
Complete Plans,Specifications and Must Accompany Application.All work shall be performed in accordance
� with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� NO OCCUPANCY BEFORE C.O. ,
I
. i� -
�``` �� ORS SIGNATURE PERMIT OFFI
° � � PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
�
i
�— 61/22�2016 12:Ip FA% [�j 001I001
, Frorr�: - O'1/22/2p'16 '12r69 #569 P-001
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� 81-��� Cily M 7.ephyrhills Permit Applical"wn +��+����+ �
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� CITY OF ZEPHYRHILLS
� UTILITIES WORK ORDER
WATER ACCOUNT NO.: DATE: Feb 2,2016
OWNER/RENTER/BUSINESS:Summerset Apartments Limited CONTACT PERSON: � _ r�,/,/��
I �''C[/l/ �N/
MAILING ADDRESS: 3550 5 Tamiami Trl Ste 301 PHONE NUMBER: �j/ 2 _JCUr6��? ! ��
��7«�J�
Sarasota� FL 34239-6014 EMAIL ADDRESS:
I
SERVICE ADDRESS: 6631 Fort King Rd
SHUT OFF SERVICE OX OX WATER
TURN ON SERVICE � ❑ SEWER
INSTALL MEfER ❑X ❑ GARBAGE
READ MEfER ❑ �X IN CITY
CHECK MEfER ❑ 0 OUT CIIY
07NER �
DESCRIBE OTHER: water meter 2'
NUMBER OF UNITS
DEPOSIT AMOUNT
AMOUNT LAST BILL
DATE
MISC. CHARGE
METER: FULL 2'
IIRRIGATION I
WORK COMPLETED BY&DATE ORDER TAKEN BY: Jackie Boges
COMPLEfED
ORDER GIVEN BY:
�
Revised 9/2010
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' Florida Energy Efficiency Code For Building Construction
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, � EnergyGauge Summit0 Fla/Com-2010, Effective Date: March 15, 2012 -- Form 506-2410
Total Building Performance Method for Commercial Buildings
PROJECT SUMMARY
Short Desc: Summerset Clubhouse .Descripiion: Summerset Apts Clubhouse
Otivner: Beneficial Communities
Addressl: Cify: Zephythills
Address2: State: Florida
Zip: 0
Type: Exercise Center Class: New Finished building
Jurisdiction: ZEPHYRHILLS,PASCO'COL7N'I.'Y,FL(611600)
Conditioned Area: 3927 SF Conditioned&UnConditioned Area: 3927 SF
No of Stories: 1 Area entered from Plans 0 SF
Permit No: 0 Max Tonnage 5
If different,write in:
EnergyGauge Summii0 FIa1Com-2010.Section 506.4 Compliant Software.Effec6ve Date:Niarch 15,2012
� 4/27/2015 Page 1 of 9
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Compliance Summary
� Companent Design Criteria Resuit
� Gross Energy Cost(in$) 3,029.0 3,519.0 PASSED
LIGHTING CONTROLS PASS�S
EXTERNAL LTGHTING PASSES
HVAC SYSTEM PASSES
1'LANT No Entry
WATER HEATING SYSTEMS PASSES
PIPTNG SYSTEMS PASSES
Met all required conapliance froin Check List? Yes/No/NA
IMPORTANT MESSAGE
Info 5009-- -- --An input report of this design building must be submitted along with this
Compliance Report
EnergyGauge Summit0 FialCom-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
4/27/2615 Page 2 of 9
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GERTIFIGATIONS
I hereby certify that the plans and specifications covered by this calculation are in compl' ce with the ,
Florida Energy Code �
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Prepared By: Adam J.Barney Building OfficiaL• ` I
Date: ��'2�"1� Date: �a I
I certify that this building is in compliance inrith the FLorida Energy Efficiency Code
Owner Agent: Sanoma Pointe Housing,LLC Date:
If Required by Florida law, I hereby certify(*)that tfie system design is in compliance with the Florida ��
Ehergy E.fficiency Code -
Architect: Forum Architecture&Interio� Reg No: AA0002731
Electrical Designer: Blake l.Suddath Reg N6: 69060
Lighting Designer: Blake L.Suddath Reg No: 69060
Mechanical Designer: Adam J.Bamey Reg No:_ 69124
Plumbiug Designer: Adam J.Bamey Reg No: 69124
(*) Signature is required where Florida Law requires design to be performed by registered design
professionals.
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4/27I2015 Page 3 of 9
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�� Project:Suramerset Cfubhouse
' Title:Siunmerset Apts Clubhouse
" Type: Exercise Center
� (WEA k�le:FL_TAMPA INTERNATIONAL_AP.tm3)
I Suilding End Uses
�
1} Proposed 2) Baseline
Tota( 191.90 278.60
$3,029 $4,399
ELECTRICITY{M BtulkWhf$) 191.90 278.60
56192 81618
$3,029 $4,399
AREA LIGHTS 39.3Q 49.30
11502 14444
�620 $779
MISC EQUIPMT 36.90 36.9�
10799 10744
$582 $SS2
pUMPS&MISC o.so 0.20
78 69
$4 $4
SPACE CODL 61.30 69.so
17975 20367
$969 �.i,098
5PACE HEAT a.00 a.00
1163 872
$63 $47
VENT FANS 50.10 119.70
14675 35067
$79X $1,890
Credits Applied: None PASSES
Passing Criteria=3519
Design (including any credits) =3029
Passing requires Proposed Building cost to be at mast 80% of
Saseline cost.This Proposed Building is at 68.8%
EnerqyGauge Summit�Fla/Com-2010.Secti�n 506.4 Compliant Software.Effecfive Date:March 15,2012 ��I
4/27/2015
Page 4 of 9 i
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� Project:Summerset Clubhouse
Title:SwnmersetApts Clubhouse
� Type: Exercise Center
� (WEA l�le: k`L,_�'AMPA INTERNATIONAL_AP.tm3)
! External Lighfing Compliance
� Description Category Tradable? A.Ilo�vance Area or Length ELPA CLP I
(V4'/Unit) or No.of Units (VV) (VY) i
(Sqft or ft)
Ext Light 1 Entry Canopies Yes 1.25 528.0 660 128
Ext Light 2 Entry Canopies Yes 1.25 123.0 154 100
ZYadable Surfaces: 228 (V� Allowance for�•adable: 1410.4 (V� PASSES
A�1 External Lighting: 228 (VV)
Gomplicance check includes a excess/Sase allowance of 750.00(�
Project: Summerset Ciubhouse
Tit]e: Summerset Apts Clubhouse
Type:Exercise Center
(WEA File:FT.,_TAMPA_INTERNATIONAL AP.tm3)
Lighting Controls Compliance
Acronym Ashrae Descrintion Area Design Min Compli-
ID (sq.ft) CP CP ance
Manager Office I7 Office-Enclosed 170 1 1 PASSES
Leasing 17 O�ce-Enclosed 371 1 �1 PASSES
Closet 3 Storage&Warehouse-Buiky 88 1 1 PASSES
Active 5torage
Conference Room 15 Conference/meeting(Multiple 150 1 1 PASSES
Funcrions)
Fitness 8,001 Exercise Asea(Exercise Center) 52I 1 i PASSES
Lobby 12 Lobby{General}-Reception and 820 2 1 PASSES
Wairing
Clubroom 15 Con£erence/meeting(Multiple 800 1 1 PASSES
Functions)
Kitchenette 7 Food Service-Kitchen 154 1 1 PASSES
Women`s Toilet 6 Toilet and Washroorn 202 l 1 PASSES
Men's Toilet 6 Toilet and Washroom 202 i 1 PASSES
Classroom 14 Classroom/I.ecture Hall 284 1 1 PASSES
Computer 14 Classroom/Lecture Hall 165 3 1 PASSES
PASSES
EnergyGauge Summit0 F1a/Com-2010.Section 506.4 Compliant Software,Effective Date:March 15,2092
4/27/2015 Page 5 of 9
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� Praject: Summerset Clubhouse �
; Tifle:SummersetApts Clubhouse
� Type:Exercise Center
! (WEA File: FL_TAMPA INTERNATIONAL_AP,tm3)
; System Report Comp[iance
AHU-Cl System 1 Constant Volume Air Cooled No. of Units
Split System<65000 Btulhr I
Component Cafegory Capacity Design Eff Design IPLV Comp-
Eff Criteria TPLv Criteria liance
Cooling System Air Conditioners Air Cooled 48000 14.00 12.23 11.60 PASSES
Split System<65000 BtuTh
Cooling Capacity
Heating System Electric Furnace 27304 1,00 1.00 PA5SES I
Air Handling Air Handler(Supply)- 1600 0.80 0.$2 PASSES
System-Supply Constant VoIume I
AHU-C2 System 2 ConsYant Volume Air Cooled No.of Units
Split System<65000 Btu/hr 1
Component Category Capacity Design �ff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 48000 I4.00 12.23 11_60 PASSES
Split System<65000 Btu/h
Cooling Capacity
F3eating System Electric Furnace 27304 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 1600 0.80 0.82 PASSES
System-Supply Constant Volume
AHU-C3 System 3 Constunt Volume Air Cooled No.of Units
Split System<65000 Btu/hr i
Component Categoiy Capacity Design Eff Design IT'LV Comp-
Eff Criteria lPLV Criteria liance
.
Cooling System Air Conditioners Air Cooled 60000 14.00 12.23 11.60 PASSES
Split System<650Q0 Btu/h
Cooling Capacity
Heating System Electric Furnace 27304 1.00 I.00 PASSES
Air Handling Air Handler(Supply)- 2000 0.80 0.82 PASSES
System-Supply Constant Volume
AHiJ-C4 System 4 Constant Volwne Air Cooled No.of Units
SpGt System<65000 Btu/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lPLY Criteria liance
EnergyGauge Summit0 FlalCom-2010.Section 5Q6.4 Compliant Software.Effective Date:March 15,2012
4/27/2015 Page 6 of 9
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• � Cooling System Air Conditioners Air Cooled 30000 14.00 12.23 11.60 PASSES li
� Split System<65000 Btu/h �,
! Cooling Capacity
t Heating System Electric Fumace I7065 1 A� 1.00 PASSES I
Air Handling Air Handler(Supply}- 1200 0.80 0.82 PASS�S
� I
System-Supply Constant Volume
PASSES
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Eff Eff IPLV IPLV liance
None �
Project:Summerset Clubhouse
Title: SummersetApts Clubhouse
Type:Eaercise Center
(WEA File:FL_TAMPA INTERNATIONAL_AP.tm3)
Water Heater Compliance
Description Type Category Design Min Design Max Comp
Eff Eff Loss Loss liance
Water Heater 1 Electric water heater �= I2[kW] 93.00 0.90 PASSES
PASSES
EnergyGauge Summit0 FIa1Cam-2010,Section 506.4 Compliant Software.Effective Date:March 15,2612
4/27/2015 Page 7 of 9
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Project: Summerset Clubhouse
; 'I'ide:Swnmerset Apts Clubhouse
� Type:Exercise Center i
� {WEA File:TL_TAMPA INTERNATIONAL_AP.tm3) I
� Piping System Compliance ,
Cntegory Pipe Dia ls Operadng Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-in/tu• Thick[in] Thick[in]
[F] .SF.F]
Heating System(Steam,Steam 0.25 False 105.00 0.28 0.50 0.50 PASSES
Condensate,&Hot Water)
PASSES
EnergyGauge Summit0 FIa1Com-2010.Secfion 506.4 Compliant Software,Effecfive Date:March 15,2012
4/27/2015 Page 8 of 9
0
_. , . ,
; Project: Summerset Clubhouse
� Title:_Summerset Apts Clubliouse
� Type:Exercise Center
(WEAFile:�'i, TAMPA INTERNATIONAL_AP.tm3)
Other Required Compliance
Category Section Requirement(write N/A in box if not applicable) Chec
Report 506.4.2 Input Report Rrint-Out from EnergyGauge F1aCom attached
Operat'ioris Manual 303.3.1, Operations inanual.provided tb owner �
503.2.93, '
505.7.4.2
Windows&Doors 502.3.2 Glazed swinging entrance&revolving doors:max.-1.0 cfin/ftz;all
other products: 03 cfrn%ftz
Joints/Cracks 502.3.3 To be caulked,gasketed,weather-stripped or otherwise sealed
Dropped_Ceiling 502:3 Vented:seal&insulated ceiling.Unvented seal&insulate roof&
Cavity side walls '
HVAC Efficiency 503.23 Minimum effciencies:Tables 503:23(1)-(8)
HVAC Controls 5.03.2.4 Zone controls prevent reheat(exceprions};separate thermostatic
cdntrol per zone;
Uentilation 503.2.5 Outdoor air'supply&exhaust ducts shall have dampers that
automatically shut when systems or spaces served are not in use.
Exhaust air energy recovery required for cooling systems
(Exceptions).
ADS 503.2.7.5 Duct sizing and Design have been perfarmed
HVAC Ducts 503.2.7 Air ducts,fittings,inechanical equipment&plenum chambers
shall be mechanicall3�attaohed,sealed,insulated&installed per
Table 503.2.7.2.Fan power limitations.
Balancing 503.2.9.1 HVAG distribution system,(s)tested&balanced.Report in
construction documents.
Piping Insulation 503.2.8 HAC and service hot water.In accordance with Table 503.2.8.
Water Heaters 504 Perfocinance requirements in accordarice�vith Table 504.2.Heat
trap required.
Swimming Pools 504.7 Uapor-retardant or liquid cover or other means prove�i.to reduce �
heat loss on heated p.00ls;Time switch(exceptions);readily
accessible on/off switoh.
Motors 505.7.5 Motor eff ciency criteria have been met
Lighting Controls 505.2, 5023 Automatic control required for interior lighting in buildings �
>5,000 s.f.;Space control;Exterior photo sensor;Tandom wiring
with 1 or 3 linear fluorescent lamps>30W
�
EnergyGauge Summit�Fla/Com-2010.Section 506.4 Compliant Software.Effective Date:Ma'rch 15,2012
4/27/2015 Page 9 of 9
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EnergyGauge Sammit�v5.00
INPUT DATA REPORT
Pro_�ect Information
Project Name: Su�nmerset Clubhouse Orientation: North
Project Title: Summerset Apts Clubhouse Suilding Type: Exercise Center
Address: Building Classification: New Finished buildin�
No.of Stories: 1
State: Florida
Zip: 0 GrossArea: 3927 SF
Owner: Beneficial Coirunuiaities
Zones _
No Acronym Description Type Area Mui6iplier Tofal Area
[Sfl IS�I
1 AHU-Cl Zone 1 CONDITIONED 779.0 1 779.0 ❑
2 AHU-C2 Zone 2 CONDITIONED 1341.0 1 1341.0 ❑
3 AHU-C3 Zone 3 C�NDITIONED 954.a I 954.0 ❑
4 AHU-C4 Zone 4 CONDITIONED 853.0 I 853.0 ❑
4/27/2015 EnergyGange Summit0 v5.U0 1
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Spaces
No Acronym Descripfion Type Deptl� Width Height Multi Total Area Total Volume
[ft] [ft) [ft] plier [sf] jcfj
It�Zone: AFiU C1
1 Mana�er 0�3oManager O�ce Offce-Enclosed 1.00 170.00 12.00 1 i70.0 2040.0 �
2 Leasing Leasing Office-EncIosed 1.00 371.00 l I.00 1 371.4 4081.0 ❑
3 Closet Closet Starage&Wareliouse- 1.00 88.00 12.00 1 88.0 1056.0 ❑
BulkyActive 5torage
4 Canference RoConference Room Conference/meeting 1.00 150.00 12.00 1 150.0 1800.0 ❑
(Multiple Functions)
In Zone: AHU-C2
1 Fitness Fitness ExerciseArea(Exercise 1.00 521.00 12.00 l 521.0 6252.0 ❑
Center}
2 Lobbv Lobby Lobby(General)-Reception 1.00 820.Q0 I3.00 1 820.0 10660.0 ❑
and Waiting
In Zone: AHU-C3
1 Clubroom Clubroozn Conference/meeting 1.00 800.00 12.00 1 8Q0.0 9600.0 �
(Multiple Functions)
2 Kitclienette Kitchenette Food Service-Kitchen 1.00 154.00 12.00 1 154.0 1848.0 []
In Zone: AHU-C4
1 Women's ToileWomen's Toilet Toilet and Washroom 1.00 202,Q0 I2.00 1 202.0 2424.0 �
2 Men's Toilet Men's Toilet Toilet and Washroom 1.00 202.00 I2.00 1 202.0 2424.0 ❑
3 Classroom Classroom Classroom/Lecture Hall 1.00 284.00 I2.00 1 284.0 3408.0 �
4 Comauter Computer Classroom/Lecture Hall 1.00 165.00 I2.00 1 165.0 1980.4 ❑
Lighting
Na Type Category No.of Watts per Power Control Type No.of
Luminaires Luminaire jWJ Ctrl pts
In Zone: AHU-C]
In Space: Mana�er Office
4/27/2015 EnergyGauge SumnutC�v5.00 2
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1 Compact Fluorescent General Lighting 4 32 128 Manual On/Off 1 � �
In Space: Leasin�
1 Compact Fluorescent General Ligl�ting 9 32 288 Manual On/Off 1 [!
In Spacc: Closet
1 Recessed Fluorescent- General Lighting 1 64 64 Manual On/Off 1 ❑
No vent
In Space: Conference Room
' 1 Compact Fluorescent General Lighting 5 32 160. Manual On/Off 1 �
In Zone: AHU-C2
In Space: Fitness
1 Compact Fluorescent General Lighting 18 32 576 Manual On/Off 1 ❑
In Space: Lobby
1 Compact Fluorescent General Lighting 11 32 352 Manual On/Off 1 ❑
2 Incandescent General Lighring 2 100 200 Manual On/Off 1 �
In Zone: AHU-C3
In Space: Clubrooni
1 Compact Flvorescent General Lighting 17 32 544 Manuai On/Off 1 []
In Space: Kitchenette
1 Compact Fluorescent GeneraI Lighting 6 32 192 Manual On/Off 1 �
Tn Zone: AHU-C4
In Space: Women's Toilet
1 Compact Fluorescent General Lighting 6 32 192 Manual On/Off 1 (]
In Space: Men's Toilet
1 Compact Fluorescent GeneraI Ligliting 6 32 192 Manual On/Off 1 �
In Space: Classroom
1 Incandescent General Ligl�ting 4 68 272 Manual On/Off 1 ❑ ,
In Space: Computer
J Compact Fluorescent General Ligl�ring 3 32 96 Manuai On/Off 1 ❑
2 Incandescent General Ligl�ting 2 100 200 Manual On/Off 1 ❑
3 Incandescent General Lighting 2 150 300 Manual On/Off 1 �
4/27/2015 EnergyGlu�e SumnutOO v5.00 3
Wails _�__ _-----
No Description Type WidtL H(Effec) Multi Area DirectionConductance I3eat Dens. R-Value
[ft] [ft] plier [st] [Btu/hr,s£F] Capacity [lb/cfj [h.sf.F/StuJ ,
�Bt�dsf.F�
In Zone: AHU-CI
1 West Wall 0.75 in.stucco, 44.00 12.00 1 528.0 West 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
RI1Batt,0.5 in.gyp
2 South Wall 0.75 in. stucco, 21.00 12.00 1 252.0 South 0.1118 1.183 14.94 S.9 ❑
2x4x16"oc,
R11Batt,0.5 in. gyp
Itt Zone: AIiU-CZ
1 South Wall 0.75 in. stucco, 47.00 I3.00 1 611.0 South 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in. gyp
2 East Wall 0.75 in.stucco, 4.00 12.00 I 48.0 East 0.111 S 1.183 14.94 8.9 ❑
2x4x 16"oc,
R1IBatt,0.5 in. gyp
In Zone: AHU-C3
1 North Wall 0.75 in.stucco, 44.00 12.00 1 528.0 North 0.1118 1.183 14.94 8.9 ❑
2x4x 16"oc,
R1IBatt,0.5 in. gyp
2 West Wall 0.75 in.stucco, 26.00 12.00 I 312.0 West 0.1118 1.183 14.94 8.9 ❑
2x4x 16"oc,
Rl I Batt,0.5 in. gyp
In Zone: AHU-C4
1 East Wall 0.75 in.stucco, 47.00 12.Q0 1 564.0 East 0.1118 1.183 14.94 8.9 ❑ I
2x4x 16"oc, �
R1IBatt,0.5 in. gyp I
2 Nortli WaII 0.'15 in.stucco, 52.00 12.00 1 624.0 North 0.1118 I.183 14.94 8.9 ❑
2x4x 16"oc,
Rl I Batt,0.5 in. gyp
3 South Wall 0.75 in.stucco, 20.00 12.00 1 240.0 South O.I118 1.183 14.94 8.9 ❑
2x4x 16" oc,
R1IBatt,0.5 in.gyp
4/27/2015 �ner�yGauge Summit RO v5.00 4
Windows
No Description Type SI►aded U SHGC �s.Tra W H{Effec) Multi Total Area
[Btu/hr sf FJ [ft] [ft) Plier [sfJ
In Zone: AAU-Cl
In Wall: Soutli Watl
1 Window User Defined No 1.2500 0.70 0.58 3.33 6.00 3 59.9 �
Lt Wall: West Wai!
1 Window User De&ned No 1.2500 0.70 0.58 3.33 6.00 7 139.9 �
In Zone: AHU-CZ
In Watl: Soutli Wall
1 Window User Defined No 1.2500 0.70 0.58 3.33 6.00 4 79.9 �
2 Store Front Door User Defined No 1.2500 0.70 0.58 12.00 10.00 1 120.0 �
In Zone: AHU-C3
In Wall: Nortlt Walt ❑
1 Window 3 User Defined No I.2500 0.70 0.58 6.00 8.00 1 48.0
2 Window 2 User Defined No I.2500 0.70 0.58 3.00 4.66 2 28.0 �
3 Window 1 User Defined , No I.2500 0.70 0.58 4.00 8.00 2 64.0 �
4 Store Front Door User Defined No I.2500 0.70 0.58 6.33 10.00 1 63.3 �
In Wall: West Wall
1 Window User Defined No 1.2500 0.70 0.58 3.33 6.00 2 40.0 �
In Zone: AHU-C4
In Wall: North Wall
1 Window User Defined No 1.2500 0.70 0.58 2.00 4.00 3 24.0 �
In Wall: South Wall
1 Window User Defined No 125Q0 0.70 0.58 3.33 6.OQ 1 20.d �
Doors
No Description Type St►aded? Widtl� II(Effec) Multi Area Cond. Dens. Hent Cap. R-Value
[ft] [ft] plier [sfj [Btu/hr.sf.F'J [lb/cf] [Bta/sf.T] [1�.sf.FBtu]
In Zoue: AAU-C4
In Wall: North Wall
1 Door Solid core flusl� No 3.00 7.00 I 21,0 0.3504 0.00 0.00 2.85 �
(2.25)
T�I WAII: SouEh Wall
4/27/2015 Ener�yGau�e SummitOO v5.00 5
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1 Door Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 ❑ E��
(2.25)
ROOfS
No Description Type WidBi � H(Effec) Multi A.re1 �'ilt Cond. Heat Cap Dens. R-Value
[ftJ [ft] plier jsfJ [deg] [Btu/]tr.Sf.FJ [BhJsf.FJ [Ib/cfJ [1�.sf.FB#u�
In Zone: AHU-Cl
1 Roof Shngl/1/2"WD 779.00 1,00 I 779.0 0.00 4.0320 1.50 8.22 31.2 ❑
Deck/WD Truss/4"
Batt/Gyp Brd
In Zone: AI�IU-C2
1 Roof Shngl/1/2"WD 1341.00 1.00 1 1341.0 0.00 0.0320 1.50 8.22 31.2 ❑
Deck/WD Truss/9"
Batt/Gyp Brd
In Zone: AHU-C3
1 Roof Shn�l/1/2"WD 954.00 1.00 1 954.0 6.00 0.0320 1.50 822 31.2 ❑
Deck/WD Truss/9"
Batt/Gyp Brd
In Zone: AHU-C4
1 Roof Shngl/1/2"WD 853.00 1.00 1 853.0 0.00 0.0320 1.50 8.22 31.2 ❑
Deck/WD Truss/9"
Batt/Gyp Brd
Skylights
No Description Type U SHGC �s.'Trans W H(Effec)Multiulier Area Tofal Area
[B tu/hr sf F] [ftj [ft] jSf] [Sf]
In Zone: .
In Roof:
❑
4/27/2015 Enex•�yGau�e Su�nnut�v5.00 6
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Floors
No Description Type Width H(Ei'fec) Mulfi Area Cond. Heat Cap. Dens. R-Valae
[ft] [ft] plier [sfJ (Btu/hr.sf.FJ [Btu/sf.F� [lb/cfj ih.sf.F/BtuJ
In Zone: AHU-C1
1 Fioor 1 ft.soil,concrete 779.00 1.00 I 779.0 0.2681 34.00 113.33 3.73 �
floor,carpet and
rubber pad
In Zone: AHU-CZ
1 Ploor I ft.soil,concrete 1341.00 1.00 1 1341A 0.2681 34.00 1.13.33 3.73 [�
floor,carpet and
rubber pac[
In Zone: AIiU-C3
1 Floor 1 ft.soil,concrete 954.00 1.00 1 954.0 0.2681 34.00 113.33 3.73 ❑
floor,carpet and
rubber pad
In Zone: AHU-C4
1 Floor 1 ft.soil,concrete 853.00 1.00 1 853.0 0.2681 34.00 113.33 3.73 ❑
floor,carpet and
rubberpad
Systems
AHU-Cl System 1 Constant Volwne Air Cooled Split No. Of Units 1
System<65000 Btu/hr
Component Category Capacity �fficiency TPLV
1 Cooling System 48000.00 14.00 I1.60 0
2 Heating System 27304.00 1,00 ❑
3 Air Handling System-Supply 1600.00 0.80 ❑
4/27/2015 EnergyGauge SammitO v5.00 7
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AHYT-C2 5ystem 2 Consfant VoIume Air Cooled Split No.'Of Units 1 �
Systera<b50Q0 Btu/hr
Component Category Capaciiy Ef�ciency IPLV
1 Cooling System 48000.00 14.00 11.60 �
2 Heating System 27304.00 1.00 []
3 Air Handling System-Supply I600.00 Q.80 �
AHU-C3 System 3 Constant Volume Air Cooied Split No. Of Units 1
System<65000 Btu/hr
Component Category Capacity Efficiency IPI..V
] Cooling System b0000.00 14.Q0 I1.60 ❑
2 Heating System 27304.00 1.00 ❑
3 Air Handling System-Supply 2000.00 0.80 ❑
AHU-C4 System 4 Constlnt Volume Air Cooled Split No. Of Units 1
System<6500d Btu/hr
Companent Category Capacity Effieiency IPLV
1 Cooling System 30000.00 14.00 11.60 r]
2 Heating System 170b5.00 1.00 ❑
3 Air Handling Systein-Supply 1200.00 0.80 ❑
Pfant
Equipn�ent CAtegory Size Inst.No Eff. IPLV
� Water Heaters
,
W-Heater Aescription CapacihCap.Unit I/PRt. Efficienc� Loss
1 EIectric water heater 50 [Gal] 9 [kW] 93.0000 [Lf] [Btu/h] ❑
4/27/2015 EnergyGauge Sumnut0 vS.Ob 8
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Ex�-Lighting
Description Category No,of Wa#ts per Area/Len/No.of w►its Control Type Wattage
Lunrinaires Luminaire [sf/ft/NoJ [W]
1 Ext Light 1 Entry Canopies 4 32 528.00 Photo Sensor control 128.00 ❑
2 Ext Light 2 Entry Canopies 1 100 123.00 Photo Sensor control 100:00 ❑
Piping
No Type Operating Insulation Nomona[pipe Insulation Is Runout?
Temperature Conductivity Diameter Thickness
[F] [Btu-in/li.sf.F] [in] [inJ
1 Heating System(Steam, Steam Condensate,& 105.00 0.28 025 �.50 No �
Hot Water)
Fenestration Used ��
, ,�,
Name GIass Type No.of Gtass SHGC VLT
Panes Conductance
[Btu/Ti.sf.I']
ASHULTntAllFr User Defined 1 1.2500 0.7000 0.5800 ❑ i
m I
Materials Used '
Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHea
Used jl�.sf.F/Btu] [ft] [Btu/h.ftk'� [lb/cfJ t
at o . . . . .
BOARD,1/2IN
178 MatI178 CARPET W/RUBBER PAD Yes 1.2300 ❑
4/27/2015 EnergyGau�e SummitC�v5.00 9
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265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.04 0.2000 ❑
48 Mat148 5 in.Heavyweight concrete No o.saao 0.5000 1.0000 140.00 0.2000 ❑ �
267 Mat1267 0.75"seucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑
26b Mat1266 2x4 cr 16"oc+Rl l Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ '
12 Matl12 3 in. Insulation No l0.OQ00 0.2500 0.0250 2.00 0.2000 ❑
23 Mat123 6 in.Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑
81 Mat181 ASPHALT-ROOFING, Yes 0.1500 ❑
ROLL
244 Mat1244 PLYWOOD, 1/2IN No 0.6318 O.Q4I7 0.0560 34.00 0.2900 ❑
Constructs Used
No Name Simple Massless Conductance Heat Capacity Density RVaiue
Construct ConsEruct jBt��/h.sf.F] [Btu/sf.FJ (lb/cfj [h.sf.F/Sh�]
1009 0.75 in.stucco,2x4x].d"oc,R11Batt,0.5 in. No No 0.11 1.18 14.94 8.9 ❑
gYP
Layer Material Material Tluckness �'raming
No. [ft] Factor
i a6� o.�s�� Scu��o o.o6as o.000 ❑
2 2d6 2x4 cr 16"oc+Rl l Batt 0.29I7 0.000 ❑
3 187 GYP OR PLAS B�ARD,1/2IN O.Q417 0.000 ❑
No Name Simple Massless Conductance Heat Capacity Density RValue
Constrqct Construct [Btu/h.sf.F] [Btu/sf.F] pb/c�J [h.sf.TBtu]
1038 ShngI/i/2"WD Deck/WD Truss/9"Bat�/Gyp No No 0.03 1.50 8.22 31.2 ❑
Brd
L1yer Material Material Tluckness Framung
No. [ft] Fnctor
1 81 ASPHALT-ROOFING,ROLL 0.000 ❑
2 244 PLYWOOD, 1/2IN 0.04I7 0.000 ❑
3 12 3 in. Insulation 0.25Q0 0.000 ❑
4 23 6 in.Insulation O.S000 0.000 ❑
5 187 GYP ORPLAS BOARD,1/2IN 0.0417 0.000 ❑
4/27/2p15 EnergyGau�e Sumnut0 v5.00 10
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. -- -_-
No Name Simple Massless Conductance Iieat Capncity Density RValue
Constracf Construct [Bh�/h.sf.F] jBtu/sf.i'] [lbkfJ [I►.sf.TBtu]
1057 1 ft.soil,concrete floor,carpet and zubber No No 027 34.00 113.33 3.7 ❑ i
pad
Layer Material Materi�l Tluckness Framing
No. [ftj Factor '
1 265 Soil, 1 ft 1.0000 0.000 ❑
2 48 6 in.Heavy�veight concrete 0.5000 0.000 ❑
3 178 CARPET W/RUBBER PAD 0.000 ❑
No Name Simple Massless Conductance Heat Capacity Density RValue
Construct Constxuct [Btv/li.sf.F] [Btu/sf.k'] [lb/cfJ (1►.sf.FBtuJ
1058 Solid core flush(2.25) No Yes 0.35 2.9 ❑
Layer Mnterial Material Tluckness Framing
No. [ftJ Factor
1 279 Solid core flush{2.25") 0.000 ❑
4/27/2015 EnergyGau�e Summit0 v5.00 11
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' 6631 FORT KING RD-summerset apt 40- 13,429 SQ FT
�
," o umn
SQ. FEET PRICE
� MAIN OR LIVING: 13,429 $ 92.94
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 1,248,091.26
FEE SHEET $ 3,221.18
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 3,365.60
ELECTRICAL: $ 724.77 y��j
I PLUMBING: $ 483.18 �� .� I v `�
� MECHANICAL: $ 338.22
� I SUB-TOTAL $ 4,911.77
I
TOTAL $ 4,911.77
I SEWER: $ 56,280.00
;� WATER: $ 17,948.00
IRRIGATION: $ - ��.�`��� ,
I TOTAL: $ 74,228.00
�to�0
WATER METER: $ 1,687.35 2' C�
IRRIGATION METER $ -
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 4,560.95 revision fee included
� INSPECTION TOTAL: $ 500.00
PERMIT TOTAL $ 100.00 �1U�`
TOTAL: $ 5,160.95 �1 �
' PUBLIC SAFETY IMPACT FEES
POLICE $ 6,520.00
, FIRE $ 7,000.00
5% $ 676.00 � ��� '
TOTAL: $ 14,196.00 �
SUB-TOTAL $ 100,184.07
PARK IMPACT FEES $ 26,522.40 �� `v�'
SIF'S: $ 74,942.20
100.0% $ 74,942.20 ����
1.0% $ 749 42 r^
TOTAL: $ 75,691.62 C�X�
� T I F'S: $ 84,960.00 ��1 v� �
�
i 99% $ 84,110.40
i 1% $ 849.60
�
; TOTAL: $ 287,358.10
, _
I
� summerset apt 40
;
I
I
� o umn
� SQ. FEET PRICE
MAIN OR LIVING: 13,429 $ 92.94
OTHER AREA UNDER ROOF: - $ 88.00
OTHER: - $ -
VALUATION $ 1,248,091.26
FEE SHEET $ 3,221.18 '�
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 3,365.60
ELECTRICAL: $ 724.77
PLUMBING: $ 483.18
MECHANICAL: $ 338.22
SUB-TOTAL $ 4,911.77
' TOTAL $ 4,911.77
I SEWER: $ 56,280.00
WATER: $ 17,948.00
IRRIGATION: $ - �
TOTAL: $ 74,228.00 �
J
WATER METER: $ 1,687.35 2'
� IRRIGATION METER $ -
FIRE DEPARTMENT FEES
� PLANS TOTAL: $ 4,560.95 revision fee included
INSPECTION TOTAL: $ 500.00
PERMIT TOTAL $ 100.00
TOTAL: $ 5,160.95
PUBLIC SAFETY IMPACT FEES
POLICE $ 6,520.00
`FIRE $ - 7,000.00
5% $ 676.00
TOTAL: $ 14,196.00
SUB-TOTAL $ 100,184.07
PARK IMPACT FEES $ 26,522.40
SIF'S: $ 74,942.20
100.0% $ 74,942.20 �
� 1.0% $ 749.42
TOTAL: $ 75,691.62 ',
T I F'S: $ 84,960.00
99% $ 84,110.40
� 1% $ 849.60 I
TOTAL: $ 287,358.10
4
I
i
s
�� ! �
. �
; � �� s
n
e
o umn
SQ. FEET PRICE
p MAIN OR LIVING: 13,429 $ 92.94
i
I OTHER AREA UNDER ROOF: - $ 88.00
�
� OTHER: - $ -
�
�
� VALUATION $ 1,248,091.26
�
1 FEE SHEET $ 3,221.18
�
I ADDRESS $ 40.00
�
� DRIVEWAY $ 40.00
I
� BUILDING: $ 3,365.60
! ELECTRICAL: $ 724.77
PLUMBING: $ 483.18
MECHANICAL: $ 338.22
SUB-TOTAL $ 4,911.77
� TOTAL $ 4,917.77
I
� SEWER: $ 56,280.00
� WATER: $ 17,948.00
� IRRIGATION: $ -
� TOTAL: $ 74,228.00
�
WATER METER: $ 1,687.35 2 inch
IRRIGATION METER $ -
�
FIRE DEPARTMENT FEES
PLANS TOTAL:
INSPECTION TOTAL:
PERMIT TOTAL
TOTAL• $ -
I
PUBLIC SAFETY IMPACT FEES
POLICE $ 6,520.00 $163
FIRE $ 7,000.00 $175
5% $ 676.00
' TOTAL: $ 14,796.00
I
�
SUB-TOTAL $ 95,023.12
PARK IMPACT FEES $ 26,522.40 $663.06
I
�rh Cj SIF'S: $ 74,942.20 $1,873.55
100.0% $ 74,942.20
1.0% $ 749.42 I
TOTAL: $ 75,697.62 �
I
� T I F'S: $ 84,960.00 $2124
99% $ 84,110.40
1% $ 849.60
I
TOTAL: $ 282,197.14
� - �
i • ° 1
� , I
1 I
� City of Zephyrhills
Water and Sewer Impact Fee Calculation
' Land Use Type:
Residential Development
(A)Single Family
No.of Buildings 0
Impact Fees For Type A
W ithin City Limits Outside City Limits
Water Distribution System $ - $ -
Wastewater Collection System $ - $ -
Wastewater Treatment Plant Capacity $ - $ -
TOTAL $ - $ -
(B)Duplex
No.of Buildings
' Impact Fees For Type B
Within City Limits Outside City Limits
I Water Distribution System $ - $ -
� Wastewater Collection System $ = $ =
Wastewater Treatment Plant Capacity $ $
TOTAL $ - $ -
(C)Apartment or Condominium with Master Meter
No.of Living Spaces 40
Impact Fees For Type C
Within City Limits Outside City Limits
� Water Distribution System $ 17,948.00 $ 22,435.00 ,
Wastewater Collection System $ 36,075.48 $ 45,094.28 '
' Wastewater Treatment Plant Capacity $ 20,204.52 $ 25,255J2
' TOTAL $ 74,228.00 $ 92,785.00
' (D)Mobile Home
� No.of Spaces
Impact Fees For Type D
Within City Limits Outside Ciry Limits
Water Distribution System $ - $ -
Wastewater Collection System $ - $ -
Wastewater Treatment Plant Capacity $ - $ -
TOTAL $ - $ -
(E)Travel Trailer
No.of Spaces
Impact Fees For Type E
Within City Limits Outside City Limits
Water Distribution System $ - $ -
Wastewater Collection System $ - $ -
Wastewater Treatment Plant Capacity $ - $ -
E TOTAL $ - $ -
i
.,
�
�� � : P'AS�C� �OUNTY, �L�}[�ICIA
t. .
�3�!
.+ ,.. Permit No. /�P�,�
Date Permitted °Z-2.-��
�j �� f�
Builder Name/Owner Name ��e ��1?'f.�G:�r�y Cantroi#
� •'��'r
County Parce! No. �?� 2�- 2�-(�br�-C�L��7-� °� SubDiv: ��� �-�
� �� ��l �,.
Address/Location 3� W�
� � ,/ ,
Classification/Type of Use d�2� 7`'� ��`1c�
��
"fRANSPORTATiON iMPACT FEE Rate: Sq Ft Unit: J�0> ���
Exempt [� Yes ❑ No Haw Determined
� Irnpact Fee Amaunt $ ����p� Zane No. TAZ:
�
�
SCHO{3L IMPACT FEE
Account (�56} Single-Famiiy Detached House Amount $ _ �,�`, �p�r��,?
(057} Mabile Hame '-
(058} Uther Res�dential �
123) CailecEion Fee �
Exempt [�] Yes [� Na How De#ermined
�
PARKS AND RECREATI4N FEE
�.ar�d Account Land Credit l�and Total
�
Recreatian Account Recreation Credit Recreation Tatai
Zone Tt�TAL AMOUNT $ �� ZZ,��
Exempt [� Yes ^ ❑ No How Determined
I '
LIBRARY FEE
l.and Account Land Credit Land Total
I
�acility Accaunt Facility Credit Facility Total
�xempt [] Yes ❑ No How Determined Total Amaunt �
RESOURCE FEE ERU
a .
�OTAL AMOUNT
�
'Prepared By - � Checked By
�
� ND CERTIFiCATE OF OCCUPANCY WiLL BE i$SUEb OR F1NAL INSPECTiON
4 PERFORMED UNTIL THE TOTAL AMOUNTS L.ISTED NAVE
I � BEEN �AID AND
F�ECElPTED Ft3Ft BY A CENTRAL PERNIITTING {)FFICE 4F PASCO CC?UNTY i
i . � �
Acknowledgement below does not imply acceptance of concurrence,but slmply recelpt of a copy of this form,placing
the buiiding permit owner an notice of this assessment and thq conditions'of payment for same.
DATE RECEIVED BY �
R�GEIPT NO. DATE BY
�. . ,.
a
� �
i
�
Contractor's Material and Test Certificate for Aboveground Piping
PROCEDURE
Upon completion of work inspection and tests shall be made by the contractor's representative and witnessed by an owners
representative. All defects shall be corcected and system left in service before contractor's personnel finally leave the job.
A ce�tificate shall be fitied out and signed by both representatives. Copies shall be prepared for approving authoriGes,owners,and
confractor. It is understood the owner's representatives signatu�e in no way prejudices and claim against contractor for faulty material,poor
workmanshlp,or failure to comply with approving authority's requirements or local ordinances.
PROPERTY NAME DATE
Summerset Apartments �—��—� (�
PROPERTY ADDRESS
, Zephyrhills, FL
, ACCEPTED BY APPROVING AUTHORITIES(NAMES)
�
LOCAL
ADDRESS
1 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ❑r Yg ❑r�o
EQUIPMENT USED IS APPROVEO O YFs ❑No
IF NO,EXPLAIN
I HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS � �s No
' TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE
OF THIS NEW EQUIFMENT?
IF NO,EXPLAIN
INSTRUCTIONS
� HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: �vEs No
� � 1 SYSTEM COMPONENTS INSTRUCTIONS ❑'Y� ❑�
I 2.CARE AND MAINTENANCE INSTRUCTIONS ❑� vEs ❑t�o
3.NFPA 25 ❑� YFS ❑No
LOCATION SUPPLIES BUILDINGS
OF SYSTEM
YEAR OF ORIFICE
MAKE MODEL MANUFACTURE SIZE QUANTITY TEMPERATURE RATING
; T co LFII 2076 1/2" 1106 155
SFRINKLERS T co LFII 20.16 112" 208 175
� Globe GL5635 20.16 �3/4" 48 200
s
�PIPE AND T e oF Pi e Conforms to NFPA 13 Standards
�FITTINGS T e of Fittin s Conforms to NFPA 13 Standards
MAXIMUM TIME TO OPERATE THOROUGH
ALARM ALARM DEVICE TEST CONNECTION
VALVE TYPE MAKE MODEL MIN. SEC.
OR FLOW Flow Switch S s Sensor WFS 0 60
INDICATOR
f DRY VALVE C.O.D.
' MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO.
, TIME WATER ALARM
� TIME TO TRIP THROUGH WATER TRIP POINT REACHED OPERATED
DF2Y PIPE TEST CONNECTION' PRESSURE AIR PRESSURE AIR PRESSURE TEST OUTLEi'' PROPERLY
OPERATING MIN SEC PSI PSI PSI MIN SEC YES NO
TEST WITHOUT
Q.o.o. N/A ❑ ❑
WITH
Q.O.D. � �
IF NO,EXPLAIN �
'MEASURED FROM TIME INSPECTORS TEST CONNECTIONS IS OPENED. I�
�
Page 1 I
s
�
� �
i
�
�, Aboveground
� OPERATION ❑PNEUMATIC ❑ELK7RIC ❑HYDRAUL]C
�N�A PIPING SUPERVISED ❑Y� ❑No DETECTING MEDIA SUPERVISED ❑YES ❑No
, DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE �YE5 ❑No
CONTROL STATIONS
DELUGE& IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT IF NO,EXPLAIN
PREACTION FOR TESTING
VALVES ❑res ❑No
� DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO
� MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE
YES NO' YES NO MIN SEC
' ❑ ❑ ❑ ❑
PRESSURE LOCATION MAKE& SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE
REDUCING &FLOOR MODEL NIA FLOWING
VALVE TEST INLET PSI OUTLET PSI INLET PSI OUTLET PSI FLOW GPM
I
I HYDROSTATIC:Hydrosta6c test shall be mad at not less then 200 psi(13.6 bars)for two hours or 50 gal(3.4 bars)
Iabove static pressure in excess of 150 psi(10.2 bars)for two hours. Differential dry-pipe valve clappers shall be left
TEST open during test to prevent damage. All aboveground piping leakage shall be stopped.
DES�RIPTION PNEUMATIC:Establish 40 psi(2.7 bars)air pressure arid rtieasure drop,which shall not exceed 1-1/2 psi(0.1 bars)
in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall
not exceed 1-1/2 si 0.1 bars in 24 hours.
' ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS. IF NO,STATE REASON -
{ DRY PIPING PNEUMATICALLY TESTED ❑YES 0 No
EQUIPMENT OPERATES PROFERLY' ❑res Q No NFPA 13-24.2.1.5
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,
SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,GRINE,OR OTHER CORROSIVE CHEMICALS
WERE NOT USED FOR TESTING SYSTENIS OR STOPPING LEAKS?
❑� YES ❑NO
TESTS DRAIN READING OF GAGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST
; TEST SUPPLY TEST CONNECTION PSI CONNECTION OPEN WIDE PSI
; UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE
, CONNECTION MADE TO SPRINKLER PIPING.
VERIFIED BY COPY OF THE U FORM NO 858 �y� �r.�p OTHER EXPLAIN
FLUSHED BY INSTALLER OF UNDER
GROUND SPRINKLER PIPING �Yes ❑No
� IF POWDER DRIVEN FASTENERS ARE USED IN �ves No IF NO,EXPLAIN
i CONCRETE,HA5 REPRESENTATIVE SAMPLE
I TESTING BEEN SATISFACTORILY COMPLETED? •
BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED
GASKETS 0 0
WEL�ED PIPING J J
' IF YES
I DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING
� PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST ❑� vEs ❑No
AWS D10.9,LEVEL AR-3?
� DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS
WELDING QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST �rE5 ❑No
AWS D10_9,LEVEL AR-3?
� DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE
i WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE
THA'f ALL DISCS ARE RETRIEVED.THAT OPENINGS IN PIPING ARE �ves ❑No
SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED.
I AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT FENETRATED?
CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ❑� vEs ❑No
(DISCS) ENSURE THAT ALL CUTOUTS(DISCS)ARE RETRIEVED7
� I�
� Page 2 '
' I
� Aboveground
HYDRAULIC NAMEPLATE PROVIDED IF NO;EXPLAIN
! DATA Y@S
NAMEPLATE
IEMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN:
NAME OF SPRINKLER.CONi'RACTOR
- SWANSON FIRE PROTECTION_, INC.
JACKSONVILLE,FLORIDA
TESTS WITNESSED BY
SIGNATURES FOR PROPERTY OWNER{ GNED) TITLE DATE
_ �/l-�l��rl/� /�'f�/�
FOR RINKLER CONTRACTOR(SIGNED) TITLE DATE
���%� FORMAN f-�D-� 7
ADDITIONAL EXPLANATION AND NOTES
�
Pa e 3
9
4
V
7. Annunciator(s) License#EF-20001162
LJumber: Type: Location:
"'. AIaMm Notification Appliances Ci�cuits � -
.rPA 72, Chapter 6-Emergency Voice/Alarin Service
� Quanti�y of voice/alarm channels: Single:. Multiple:
Quantity of speakers iristalled: Quantity of speaker zones:
� Quantity of telephones or teleqhone jacks included'in system:
Quantity and class of notifcation appliance circuits connected to system(see NFPA 72, Ta6le 6.7):
Quanti�y: Style: Class:
Types I nd quantities of notification appliances installed:
(a) Berls With Visib�e
(b) SpeIakers 1Nith Visible
(c) HoPns- � �–Z With Visible ��1 -
(d) Chlmes With Visible
{e) Other 1Nith Visible
(f) Vis�ible appliances without audible:
p
9: Sys�em Power Supplies
(a) Fire Alarm Control Panel: Nominal voltage:_ l�v Current rating: ?-�k��
Overcu�rent protection: Type: �� Current rating: 20 �N11�
Location: �OUS� {�:��{/��_— ��}�—
(b) Se�bndary(standby):
Storage battery: 2 X 12 VDC Amp-hour rating:
Ca�culated capacity to drive system,in hours: 2 `
Engine-driven generator dedicated to fire alarm system:
�Lo i ation of fuel sto�age:
(c) Emergency system used.as backup to primary power supply:
E�ergency system described in NFPA 70,Article 700:
10. Co�mments
Frequei cy of routine tests and inspections,if other than in accordance with the referenced NFPA standard(s):
Syste�deviation from the referenced NFPA standard(s)are:
� l�
� C� '��+�- 12- ia-l �
{signed)f r i stallatio RtracTodsupplier (title) (date)
I ' �� � -1_�-16
(signedi)fo rm service.coinpany (#itle) (clate)
��7 1 `ECl'r �'L— t�l— 1�,
(signed,, fo ral station {title) (date)
Upon c�mpletion of the system(s)satisfactory test(s)witnessed(if required by the authority having jurisdiction):
� 1�r s /�- • �9 • /�
, (signed representative of the authority having jurisdiction (title) {date)
(NFPA 72,4 of 4)
� �_ �
City of Zephyrhills
y4'Op1HE]1,4E�Y
�Q Building Department
�- ;
—
:..
'N'��� 5335 Eighth Street Zephyrhills, Florida 33542 (81�) 780-0020 Fax (813) 780-0021
s-csFiv�.,,. .�
sx
�'con vrt�wS
W.A."Bill"Burgess
Director of Building
Licensing&�Zoning
MEMO
Date: 7/1/2015
To: Silter Group Inc.
From: Bill Burgess (Building Offici )�
Subject: Summerset Apts. (96 units)
1.NFPA 101- 8.6.10.1 (2) every unoccupied attic space shall be subdivided by
draft stops into areas not to exceed 3,000 square feet.
' 2.NFPA 13R-8.1 Automatic fire sprinkler working plans and calculations shall be
su mi
b tted for review and approval pnor to installahon. (Separate pernut is
required).
3.NFPA 24-4.1 Working plans and calculations for private fire mains shall be
submitted for review prior to installation. (City of Zephyrhills requires fire flow
calculations to comply with ISO formulas)Installation by certified personnel.
4. NFPA 72- 7.4 Fire alarm shop drawings shall be submitted for review prior to
installation. (separate permit is required).
5. NFPA 1-12.35 and FBC. 713 penetrations through fire barriers and walls shall
comply.
These are general notes and all construction at the time of installation and
inspection shall comply with all applicable codes and standards.
�
' + ' i' ��':1• ,- r . , .
'�, � ' ' ' � �'7' ,,. ., . .f , , , , ' , ,-.. I , � . .. . r . , •� .
�� �� ,"
, �:�
' License#EF-20001162
' � U` e ri�r FIRE ALARM SYSTEM
RECORD OF COMPLETION
Fire Alarm&Communications �
�
Name of protected property� -�U'�N�� �,S r � �'� ). � L%� t� ��� (1 �
' (� (�2=� �-u�-� �����c� �?� ��.L�JG- l �% '}�Iv� Ei ,��� �" �-,�I�.
Address: � � - �- F � -
� �
Represen�tative of protected property(name/phone) ,
Authority having jurisdiction:
Address/Telephone number �
` Organization name/phone Representative name/phone
Installer. ! �;�P�j2�CJZ �, 1Z�= �%S�? -� `��� ZS�`���`"<<4 ����/J�`j �'� � . :;''�— ��`�U(.�
�. � r I
Supplier � =�t,,;'J�. K iU�� �� � � ^
Service or,ganization: r�t l�i� �'��U�Z �`�� i�`=
Location of record (as built)drawings: �" � "'� ��`�2'`'� ��`��L �-
Location of operations and maintenance manuals: �" �2` -`�� ��`�`� �'��� '{� �r�r��U �"
Location of test reports: �� `�� '`�'-'`��i�v� :!-`y f� ' /..! �'�%,"L_ �-
A contract for test and inspection in accordance with NFPA standard(s) '
Contract No(s). Effective date. ' Expiration date:
System Software �
(a) Operating system (executive)software revision date � �-J ��� �� � �
(b) Site-specific software revision date� �_�S• `�� � � " �-"l �� � G � �^�,�-� ` `�'�-�
(c) Revision completed by: -� �L``�- �.�_�'`-'�����"� �^
� (name) (fir' )
1. Type of System or Service y "
� NFPA 72, Chapter 6-Local �
i If alarm is transmitted to location(s)off premises, list where received:
� I NFPA 72, Chapter 8-Remote Station
V Telephone numbers of the organization receiving alarm.
� Alarm:
iSupervisory:
Trouble�
If alarms are transmitted to public fire service communications centers or others, indicate location and telephone
, numbers of the organizations receiving alarms:
i
t
Indicate how alarm is transmitted.
NFPA 72, Chapter 8-Proprietary
Telephone numbers of the organization receiving alarm. � �
Alarm. �
Supervisory:
Trouble: i
If alarms are transmitted to public fire service communications centers or others, indicate location and telephone li
numbers of the organizations receiving alarms: I
Indicate how alarm is transmitted: '
NFPA 72, Chapter 8-Central Station �
Prime contractor:
fCentral station location.
� . � (NFPA 72, 1 of 4)
�
, .i • �� , :[ ,� _ � , .� . . .� � ' '... � -. , ,. • , ,� ,� � ., , � ,.
�, - �
�. . . , ,
,. 'ii� i' - . -
I �
, Means of transmission of signals from the protected premises to the central station� License#EF-20001162
�~ '� McCulloh Multiplex � One-way radio
� �� Digital Alarm Communicator Two-way radio Others
,
Means of transmission of alarms to the public fire service communication center:
s�
(a)
; (b) '
, System location:
NFPA 72, Chapter 9-Auxiliary
Indicate type of connection. Local energy Shunt Parallel Telephone
6
Location of telepfione number for receipt of signals:.
2. Record of System Installation
•�Fill out after installation is complete and wiring is checked for opens, shorts,ground faults, and improper branching, but prior to
conducting operational acceptance tests).
This system has been installed in accordance with NFPA standards as shown below was inspected by
,,..._ � 'r\�t - on, �? -� �� � � 6 includes the devices shown in 5 and 6,
and has been in service since � -% � �� ' �'U ��
� NFPA 72, Chapters �❑ ❑Z 0 4❑ � ❑6 ❑� ❑$ 9 �0 11 (circle all that apply)
?� , NFPA 72, National Electrica/Code 760
� � Manufacturers instructions
� � Other(speci ): ,
� Signed: ' ���� Date � f_-� I� ' � � ,
Organizati;on: /)� �7� ll� �0 1�- Sr- ���� ��
, ! .
3. Record of System Operation , ,
`�• Documentation in accordance with Inspection Testing Form Figure 10.6.2.3�s_atta�hed .
All operational features and functions of this system were tested by: ������'��`��%��� date: ,�7 ' «' �°��
""..and foundl�to be operating properly in accordance with the requirements of: � . '
, � NFPA 72, Chapters � ❑2 ❑3 4❑ ❑5 ❑6 ❑� � 9 �° �� (circle all that apply)
.� -
� NFPA 72, National Electrical Code 760
r`
Manufacturers instructions
� Other_(specify):
i
�' 1 r _. ' �
;y--, ____���
Signed: � � =-c`���'1� " `�.) Date: 2 -- �"(
.,..
Organization: Q� 1�L Z � d� �" ,�l�
� , .
4. Signaling Line Circuits
Quantity a�d class of signaling circuits connected to system (see NFPA 72, Table 6.6.1):
y y �� Class: �'�
Quantit � � St le�
1,
I '
� �' '
. ! ' (NFPA 72,2 of 4) I
� i,
.,� .,. , ' '1 SI �. : !. '�1y _ yr, ..:1'f' !,��i '. '; ' ' ' , i "., ,. . , ,`i '�` . - . ,-. . .. ,. .+ . -.-�,-` �
A•s•.i i
; 'Y( �`� , i.. � } ; -
5. Alarm-Initiating;�Devices and Circuits ` License#EF-20001162
Quantity'and�class�of signaling circuits connected to system (see NFPA 72, Table 6.5):
� 7
Quantity:, � �/ Style: v Class: �'�
MANUAL � �(
(a) Manual stations ��,� Noncoded ' Transmitters Coded Adclressable /-
(b)Combination manual fire alarm and guard's tour coded stations
, ' p
�AUTOMATIC '
Coverage. Complete 'Partial
�' Selective Nonrequired
(a)Smoke detectors � 2-- lon Photo � Addressable�
(b)Duct detectors lon Photo Addressable
(c)Heat detectors FT RR FT/RR RC Addressable � .
��(d)Sprinkler waterflow indicators Transmitters �' Noncoded Coded Addressable
(e)The alarm verification feature is disabled or enabled , changed from seconds to seconds
,.:�,�
(f)Other(list):
6. Supervisory Signal-Initiating Devices and Circuits(use blanks to indicate quantity of devices)
, ,
GUARD T,OUR
(a) ' Coded stations
(b) , Noncoded stations
(c) � � Compulsory guard's tour system comprised of transmitter stations and intermediate•stations �
�
Note. Combination devices are recorded under 5(b), Manual, and 6(a), Guard Tour. ,
y �
SPRINKLER SYSTEM ,
Check if approved '
��' (a) �� � Valve supervisory switches �
� (b) ` �' � Building temperature points . � ,
(c) Site water temperature points
i
(d) � Site water supply level points ,
, Electric fire pump '
(e) � Fire pump power'
(f) ' Fire pump running , '
(g) i Phase reversal
Engine-driven fire pump. r
(e) � Selector in auto position ' , �
� (� � Engine or control panel trouble � �
(g) � Fire pump running `
ENGINE IRIVEN GENERATOR
(a) I Selector in auto position ' � '
(b) � Control panel trouble � ,
(c) � Transfer switches ,
(d) � Engine running
Other supirvisory function(s)(specify):
�,
, �
�
M ,_
� � (NFPA 72,3 of 4.)
' T� , �
, . .,� � ��1:. rLj. ' �� ��,' . ,.'.� � � � . _ .. ,, � � , . .� , , ,. , , , , ,. �. i - . ,i ��� , ,., ,,, � , , . , � - .. � � ' � , , , ' �,
7. Annunciator(s,);
License#EF-20001162
Number� `'+ "f Type:. Location:
, i
8. Alarm Notification Appliances Circuits ,
NFPA 72; Chapter 6-Emergency Voice/Alarm.Service ,
Quantity'�f voice/alarm channels: ' Single: Multiple:
' Quantity of speakers installed: Quantity of speaker zones:
" '�., Quantity;f telephones or telephone jacks included in system.
�•Quantity and class of notification appliance circuits connected to system (see NFPA 72, Tab/e 6.�:
�
Quantity:' Style Class:
Types an�d quantities of notification appliances installed:
(a) Bells� With Visible
(b) Speakers With Visible
(c) Horn� � � Z- With Visible � 7�
"(d}` Chimes , With Visible
;�.(e) Othe� With Visible �
(f) Visible appliances without audible:
9. Sy'stem Power Supplies
(a) ,Fire Alarm Control Panel: Nominal voltage: ��-G V Current rating� � U�.!"��
Overcurrent protection: Type: < �� ' Current rating: ?� ����
� Location: �-�UJ��- ����ll f. �_-� �,��\ —
(b) Secondary(standby): �
Storage battery: 2 X 12 VDC Amp-hour rating� ' �/��-'�� �� ,
I Calculated capacity to drive system, in hours: �� �
Engine-driven generator dedicated to fire alarm system:
Location of fuel storage:
(c) Emergency system used as backup to primary power supply
Emergency system described in NFPA 70,Article 700:
�, y .
a
10. Comments
Frequency of routine tests and inspections, if other than in accordance with the referenced NFPA standard(s):
`
System d'`viation from the referenced NFPA standard(s)are�
r.�� _.__ - 1 l:�� "� �C 4� . i2_- �Gt- I G
(signed)f,�i stallation_contractor/supplier (title) (date) ,
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..:/-1:/�fl �..�� :'_r- ��� �i�C 1-k � �_ - I�.- 1(,
(signed)forvrm service company (title) � (date)
;``� ` -
�:;�-�"l� � �.1- �� �'� �� l� l `� - 1��` �� �
(signed)for��er�tral station (title) (date)
Upon com,lpletion of the system(s)satisfactory test(s)witnessed (if required-by the authority having jurisdiction):
�-�
o'' r-- �----•-r'�""'""' r��o f�t� ,,,�rK.T/s /� • a 9 • /la
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(signed).representative of the authority.having jurisdiction (title) (date)
, I ,
�
(NFPA 72,4 of 4)
CITY OF ZEPHYRHILLS
5335-8TH STREET ;'�
(sis)�so-oo20 17,002
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION LOCATION INFORMATION
Permit#:17002 Issued: 2/02/2016 Address: 6635 FORT KING RD
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: 105-NEW CONST/MULTI 5+ UNIT Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: � 1,760,283.60 Total Fees: 399,133.57 Subdivision: SUMMERSET
Amount,Paid: 399,133.57 Date Paid: 2/01/2016 Parcel Number: 03-26-21-0010-03500-0000
d CONTRACTOR INFORMATION OWNER INFORMATION
Name: CORE CONSTRUCTION SVC OF FL LLC Name: SUMMERSET APARTMENTS LIMITED PA
Addr: 8027 COOPER CREEK BLVD STE 110 Address: 3550 S TAMIAMI TRL STE 301
UNIVERSITY PARK, FL 34201 SARASOTA FL 34239-6014
Phone: (941)343-4300 Lic: Phone: 941-929-1270
Work Desc: CONSTRUCT APT BLDG 56 UNITS 71,698 SQ FT- SUMMERSET APT
� APPLICATION FEES
BUILDING FEE 4,410.48 ELECTRICAL FEE 955.25 PLUMBING FEE 636.84
MECHANICAL FEE 445.78 SEWER CONNECTION RESIDEN" 78,792.00 WATER CONNECTION RESIDENI 25,127.20
WATER METER 2 1,687.35 FIRE PLAN REVIEW FEES 4,560.92 FIRE INSPECTION FEES 500.00
I FIRE ALARM 50.00 FIRE SPRINKLER SYS 50.00 POLICE IMPACT FEE 9,128.00
FIRE IMPACT FEE 9,800.00 PUBLIC SAFETY 5% 946.40 PARK FEES MULTI-FAMILY 37,131.36
SCHOOL IMPACT FEE-sfr/100% 104,918.80 SCHOOL IMPACT FEE-sfr/1% 1,049.19 TRAFFIC IMPACT FEE 99% 117,754.56
� TRAFFIC IMPACT FEE 1% 1,189.44
_���n,�'G� \ � � �
, (' j J �(��1�. �I�� �
lJ.� �,��� ' ��� � �/��
�
( U) r� � �� W
v
' Ins ections Re uired
F OTER 2ND ROUG PLUMB MIS INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
� ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
� PRE-SLAB, SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
fir§t reinspection,whichever is greater,for each such subsequent reinspection.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
� before recording your notice of commencement."
Complete Plans,Specifications and Must Accompany Application. All work shall be pertormed in accordance
� with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� M9 OCCUPANCY BEFORE C.O.
� �r
i, / '�,��--
��Q ORS SIGNATURE PERMIT OFFI
`I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
f CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
I PROTECT CARD FROM WEATHER
�
�
I
�
Prin#�Form`�
CITY OF ZEPHYRHILLS
UTILITIES WORK ORDER
WATER ACCOUNT NO.: DATE: Feb 2,2016
� . .
OWNER/RENTER/BUSINESS:Summerset Apartments Limited CONTACT PERSON:
� ��.��le•�
MAILING ADDRESS: 3550 5 Tamiami Trl Ste 301 - PHONE NUMBER: �/3� ``�� ,/,�/Z
W � �e�
Sarasota` FL 34239-6014 EMAIL ADDRESS:
I
SERVICE ADDRESS: 6635 Fort King Rd
SHUT OFF SERVICE 0 0 WATER
� TURN ON SERVICE ❑ ❑ SEWER
INSTALL METER X� ❑ GARBAGE
� READ MEfER ❑ ❑X IN CITY
� CHECK MEfER ❑ ❑ OUT CITY
" OTHER �
DESCRIBE OTHER: water meter 2'
NUMBER OF UNITS
DEPOSIT AMOUNT
AMOUNT LAST BILL
DATE
MISC. CHARGE
METER: FULL 2'
IIRRIGATION I
WORK COMPLETED BY&DATE ORDER TAKEN BY: Jackie Boges
COMPLEfED
ORDER GIVEN BY:
Revised 9/2010
L
!
I
� 56 units-Summerset apt-6635 FORT KING RD-18,940 SQ FT
' o umn
SQ. FEET PRICE
; MAIN OR LIVING: 18,940 $ 92.94
OTHER AREA UNDER ROOF: - $ 88.00
,q ,
' OTHER: - $ -
a
VALUATION $ 1,760,283.60
FEE SHEET $ 4,245.57
ADDRESS $ 40.00
DRIVEWAY $ 40.00
BUILDING: $ 4,410.48
ELECTRICAL: $ 955.25
CPLUMBING: $ 636.84
� MECHANICAL: $ 445.78
SUB-TOTAL $ 6,448.35 �
� ��� �d �
' TOTAL $ 6,448.35
SEWER: $ 78,792.00
WATER: $ 25,127.20
j IRRIGATION: $ - �� (� �
� TOTAL: $ 703,919.20
; WATER METER: $ 1,687.35 2' C:�,"�,T �,���
IRRIGATION METER $ -
' FIRE DEPARTMENT FEES
PLANS TOTAL: $ 4,560.92 revision fee included
I INSPECTION TOTAL: $ 500.00
PERMIT TOTAL $ 100.00 (�� (
! TOTAL: $ 5,760.92 � �
� PUBLIC SAFETY IMPACT FEES I
, POLICE $ 9,128.00 II
, FIRE $ 9,800.00
5% $ 946.40 ��[Q��
TOTAL: $ 19,874.40 �
SUB-TOTAL $ 137,090.22
PARK IMPACT FEES $ 37,137.36 �`" 1���
SIF'S: $ 104,918.80
100.0% $ 104,918.80 �('�
1.0% $ 1,049.19 �`D�G�
TOTAL: $ 105,967.99 � I
T I F'S: $ 118,944.00 �,Q,"P' ���1 I'
99% $ 117,754.56
1% $ 1,189.44
; TOTAL: $ 399,133.57
4
I •
' 56 units-Summerset apt
1
� o umn
SQ. FEET PRICE
MAIN OR LIVING: 18,940 $ 92.94
I' OTHER AREA UNDER ROOF: - $ 88.00
V
, OTHER: - $ -
' VALUATION $ 1,760,283.60
IFEE SHEET $ 4,245.57
� ADDRESS $ 40.00
I
DRIVEWAY $ 40.00
BUILDING: $ 4,410.48
� ELECTRICAL: $ 955.25
PLUMBING: $ 636.84
' MECHANICAL: $ 445.78
SUB-TOTAL $ 6,448.35
i
�
r TOTAL $ 6,448.35 �
i
SEWER: $ 78,792.00
WATER: $ 25,127.20
, IRRIGATION: $ -
TOTAL: $ 103,919.20 �
WATER METER: $ 1,687.35 2' J
i IRRIGATION METER $ -
�
FIRE DEPARTMENT FEES
PLANS TOTAL: $ 4,560.92 revision fee included
INSPECTION TOTAL: $ 500.00
I PERMIT TOTAL $ 100.00
� TOTAL: $ 5,160.92
I
� PUBLIC SAFETY IMPACT FEES
POLICE $ 9,128.00
FIRE $ 9,800.00
i 5% $ 946.40
TOTAL: $ 19,874.40
SUB-TOTAL $ 137,090.22
PARK IMPACT FEES $ 37,731.36
SIF'S: $ 104,918.80
100.0% $ 104,918.80
1.0% $ 1,049.19
TOTAL: $ 705,967.99
� T I F'S: $ 118,944.00
99% $ 117,754.56
1% $ 1,189.44
TOTAL: $ 399,133.57 I
- � • ,
, .. . �
�''''�'� 56 units
p o umn
� SQ. FEET PRICE
� MAIN OR LIVING: 18,940 $ 92.94
I
� OTHER AREA UNDER ROOF: - $ 88.00
�
V OTHER: - $ -
I �
�
� VALUATION $ 1,760,283.60
w
� FEE SHEET $ 4,245.57
I
I ADDRESS $ 40.00
I
� DRIVEWAY $ 40.00
I
0 BUILDING: $ 4,410.48
I ELECTRICAL: $ 955.25
I PLUMBING: $ 636.84
� MECHANICAL: $ 445.78
I SUB-TOTAL $ 6,448.36
w
I TOTAL $ 6,448.36
I -
w SEWER: $ 78,792.00
� WATER: $ 25,127.20
p IRRIGATION: $ -
� TOTAL: $ 703,979.20
I
0 WATER METER: $ 1,687.35 2 inch
I IRRIGATION METER $ -
r
� ' FIRE DEPARTMENT FEES
� PLANS TOTAL:
N INSPECTION TOTAL:
� PERMIT TOTAL
� TOTAL: $ -
9
I PUBLIC SAFETY IMPACT FEES
0 POLICE $ 9,128.00 $163
I FIRE $ 9,800.00 $175
� 5% $ 946.40
I TOTAL: $ 19,874.40
I
� SUB-TOTAL $ 131,929.31
�
� � PARK IMPACT FEES $ 37,731.36 $663.06
I
� 8 GT SIF'S: $ 104,918.80 $1,873.55
I 100.0% $ 104,918.80 -
I 1.0% $ 1,049.19
I TOTAL: $ 105,967.99
I
� n � T I F'S: $ 718,944.00 $2124
� 99% $ 117,754.56
I 1% $ 1,189.44
i
i TOTAL: $ 393,972.65
� •
,�" L
� �
City of Zephyrhilis
Water and Sewer Impact Fee Calculation
Land Use Type:
Residential Development
(A)Single Family
No.of Buildings 0
Impact Fees For Type A
Within City Limits Outside City Limits
Water Distribution System $ - $ -
Wastewater Collection System $ - $ -
Wastewater Treatment Plant Capaciry $ - $ -
TOTAL $ - $ -
(B)Duplex
No.of Buildings
Impact Fees For Type B
Within City Limits Outside City Limits
� Water Distribution System $ = $ = �
WastewaterCollectionSystem $ $
Wastewater Treatment Plant Capacity $ - $ -
TOTAL $ - $ -
(C)Apartmenf or Condominium with Master Meter
No.of Living Spaces ' 56
Impact Fees For Type C
Within City Limits Outside City Limits
Water Distribution System $ 25,127.20 $ 31,409.00
Wastewater Collection System $ 50,505.67 $ 63,131.99
Wastewater Treatment Plant Capaciry $ 28,286.33 $ 35,358.01
TOTAL $ 103,919.20 $ 129,899.00
(D)Mobile Home '
No.of Spaces
Impact Fees For Type D
Within City Limits Outside City Limits
Water Distribution System $ � - $ -
Wastewater Collection System $ - $ -
Wastewater Treatment Plant Capacity $ - $ -
TOTAL $ - $ -
(E)Travel Tiailer
No.of Spaces
Impact Fees For Type E
Within City Limits Outside City Limits
Water Distribution System $ - $ -
Wastewater Collection System $ - $ - ,
Wastewater Treatment Plant Capacity $ - $ -
TOTAL $ - $ -
/
�
s
-- �
. I
� Florida Energy Efficiency Code For Building Construcfiion ,
�
�
, � EnergyGauge Summit�Fla/Com-20'f 0, Effective Date: March 'I5, 2012 -- Form 506-2010
i Total Building Performance Method for Commercial Buildings
PR4JECT SUMMARY
i Short Desc: Summerset Clubhouse Description: Summerset Apts Clubhouse �
O�rner: Beneficial Communities
Addressl: City: Zephyrhills ,
Address2: State: Florida
Zip: 0
Type: Exercise Center Cl�ss: New Finished building
� Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600)
� Condi6oned Area: 3004 SF CondiUoned&UnConditioned Area: 3004 SF
� � No of Stories: 1 Area entered from Plans 4 SF
Permit No: 0 Max Tonnage 4
If different,��rite in:
�
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EnergyGauge Summit0 FIa/Com-2010.Section 506,4 Compliant Software.Effective Date;March 15,2012
� 9/4/201 S Page 1 of 8
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Compliance Summary
' Component Design Criteria Result
�
� Gross Energy Cost(in$) 2,446.0 2,765.0 PASSED
� LIGHTING CONTROLS PASSES
' EXTERNAL LIGHTING PASSES
HVAC SYSTEM PASSES
�, 1'LANT No Entry
' � WATER HEATING SYSTEMS PASSES
�
�I
' PIPING SYSTEMS PASSES
; Met all required compliance from Check List? Yes/No/NA
� ,
� IMPORTANT MESSAGE
Info 5009-- -- -- An input report of this design building must be submitted along with�his
Compliance Report
!
�
EnergyGauge Summit0 FIa1Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
! 9/4/2015 Page 2 of 8
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CERTIFICATIONS
�, I hereby certify that the plans and specifications covered by this calculation are in compliance with the
� Florida Energy Code
'� Prepared Sy: Adam T. Barney Building Official:
�
I � ��
Date: —��� Date:
I certify that this building is in compliance with the FLorida Energy Efficiency Code
O��ier Agent: Sonotria Pointe Housing,LLC Date:
If Requir.ed by Florida law; I hereby certify(*)that the system design is in compliance with the Fiorida
Energy Efficiency Code
�Architect: Forum Architecture&Interio� Reg No: AA0002731
Eleatrical Designer: Blake 1. Suddath Reg No: 69060
� Lighting Designer: Slake L.Suddath Reg No' 69060
' Mechanical Designer: Adam J.Bamey Reg No: 69124
Plumbing Designer: Adam J.Barney Reg No: 69124
(*) Signature is required where Florida Law requires design to be performed by registered design
professionals.
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EnergyGauge Summit0 FlalCom-2010.Section 506.4 Comp{iant Software.Effective Date:March 15,2012
9/4/2015 Page 3 of 8
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Projecf: Summerset Ciubhouse
�
Title:Summerset Apts Clubhouse
I Type:Exercise Center
(WEA File:FI._TAMPA INTERNATIONAL AP.tm3)
Building End Uses
1) Proposed 2)Baseline
! Totat I54.90 218.90
$2,446 $3,�57
ELECTRIC ITY(M BfulkWhl$} 154.90 218.90
45373 64131
$2,446 $3,457
f AREA LIGHTS zs.so 3�.aa
8440 10900
� $455 $588
� MISC EQUIPMT 3o.so so.so
9�22 9022
$486 $486
PUMPS&MISC o.2o a.2o
60 50
$3 $3
SPACE COOL 49.90 s4.4o
14623 15941
$788 $S59
SPACE HEAT 2.�0 2.00
787 600
�42 $32
VENT FANS 42.50 94.30
12441 27618
$b7.i �I,489
Credits Applied: None PASSES
Passing Criteria=2765
Design(including any credits) =2446
Passing requires Proposed Building cost to be at most SO% of i
Baseline cost. This Proposed Building is at 70.8%
EnergyGauqe Summit0 FIa/Com-2010.Section 506.4 Compliant Saftware.Effective Dafe:March 15,2012
9/4/2015 Page 4 of 8
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gProject:Summerset Clubhouse
, Title: Swnmex•set Apts Clubhouse
Type:Exercise Center
i (WEA I'ile: FI. TAMPA INTERNATIONAL AP.tm3)
External Ligh�ing Compliance
Description Category Tradable? Allotivance Area or Lengtli ELPA CL�
(W/Unit) or No.of Units (VV) (W)
(Sqft or ft}
Ext Light 3 Main entries Yes 30.00 111.0 3,330 64
Ext Light 4 Other(doors}than main entries Yes 20.00 53.0 1,060 32
Tradable Sui�'aces: 96 {V4�AIIowance far Tradable: 5140('V� PASSES
� All ExternaI Lighting: 9b (V�
Complicance check incIudes a excess/Base allowance of 750.00(VV)
Project:Suznmerset Ciubhouse
Title:Summerset Apts Clubhouse
Type:Exercise Center
' (WEA File:FI,_TAMPA INTERNATIONAL_AP.tm3)
+ Lighting Controls Compliance
` Acronym Ashrae Descrintion Area Design Min Compli-
I � ID (sq.ft) CP CP ance
i Manager O�ce 17 Office-Enclosed 176 1 1 PASSES
Leasing 17 O�ce-EncIosed 386 2 I PASSES
Lobby 12 Lobby(General)-Reception and 239 2 1 PASSES
Waiting
Kitchenette 7 Food Service-Kitchen 395 i 1 PASSES
Clubroom 15 Conference/meeting(Multiple 493 1 1 PASSES
Funcrions)
Women's Toilet 6 Toilet and Washroom I85 1 1 PASSES
Men's Toilet 6 Toilet and Washroom 174 1 i PASSES
Fitness 8.001 Exercise Area(Exercise Center) 487 1 1 PASSES
Classroom 14 Classroom/Lecture Hall 278 1 1 PA.SSES
Computer 14 Classroom/Lecture Hall I91 1 1 PASSES
PASSES
EnergyGauge Summit0 FlalCom-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012
` 9/4/2015 Page 5 of 8
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r Project:Sumrnerset Clubhouse
', Title:Siunmerset Apts Clubhouse
Type:Exercise Center
' (WEA F1'le:FI. TAMPA_t1VTERNATTONAi._AP.tna3)
System Report Compliance
AHU-C1 System I Constunt VolumeA.ir Cooled No.of Units
Split System<65000 Btu/hr 1
Component Category Cnpacity Design Eff Design TPLV Comp-
Eff Criteria IPLV Criteria liance
Cooling System Air Conditioners Air Cooled 30000 14.00 12.23 11.60 PASSES
� Split System<65000 Btu/h
i Cooling Capacity
Heating System Electric Furnace 17065 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 1200 0.8U 0.82 PASSES
System-Supply Constant Volume
' AHU-C2 System 2 Constant Volume Air Cooled No.of Units
� Split System�65000 Btu/hx 1
i
Component Category Capacity Design Eff Design IPLV Comp-
,
Eff Criteria lPLV Criteria liance
' Cooling System Air Conditioners Air Cooled 30000 14.00 12.23 11.60 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 17065 1.00 I.00 PASSES
Air HandIing Air Handler(Supply)- 1200 0.80 0.82 PASSES
System-Supply Constant Uolume
AHU-C3 System 3 Constunt Volume Air Cooled No.of Units
SpGt System<65000 Bta/hr 1
Component Category Capacity Design Eff Design IPLV Comp-
Eff Criteria lPLV Criteria liance
Cooling System Air Conditioners Air Cooled 48000 14.00 1223 11.60 PASSES
Split System<b5000 Btu/h
Cooling Capacity
Heating System Electric Furnace 27304 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 1600 0.80 0.82 PASSES
System-Supply Constant�/olume �
PASSES
Energy�auge Summit0 FlalCom-2010.Section 506.4 Compliant Sof#ware.Effective Date:MarcE�15,2092
9/4/2015 Page 6 of 8
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; Plant Compliance
Description Installed Size Design Min Design Nlin Category Comp
No Eff Eff IPLV Il'LV liance
None
I Project: Summexset Clublxouse
Title: SummersetApts Ciubhouse
Type: Exercise Center
(WEA File:FL TAMPA TIVTERNATIONAL_AP.tm3)
Water Heater Compliance
�
� Description Type Category Design Min Design Max Comp
�ff Eff Loss Loss Iiance
i
Water Heater 1 Electric water heater <= 12[kW] 95.00 0_92 PASSES
�ASSES
' Project: Summerset Clubhouse '
Title: Suznmerset Apts Cluhhouse
Type:Exercise Center
(WEAFile: FL_TAMPA_INTERNATIONAL_AP.tm3)
Piping System Compiiance
� CAtegory Pipe Dist Is Operating Ins Cond Ins Req Tns CampIiance
' [inches] Runout? Ternp jBtu-in/hr Thick[in] Thick[in]
' [F] .SF.FI
Heating System(Steam,Steam 0.25 False 105.00 0.28 0.50 0.50 PASSES
� Condensate,&Hot Water)
� PASSES
! EnergyGauge Summif0 FIa1Com-2010.Section 506.4 Compliant Software.Effective Dafe:March 15,2012
9/4/2015 Page 7 of 8
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4 Project: Summerset Clubl�ouse
; Title: Sumnierset Apts Clubhouse
� Type: Exercise Center
r (WEA Tile:FL_TAMPA INTERNATIONAL_AP.tm3)
Other Required Compliance
Category Section Requirement(�vrite.N/A in box if not applicable) Check/
�
Report 506.4.2 Input Report Print-Out from EnergyGauge FlaCom attached �
Operations Manual 303.3.1, Operations manual provided.to owner �
503.2.93, j
505.7.4.2 �
; Windows&Doors 5023.2 Glazed swinging entrance&revolving doors:max. 1.0 cfin/ft2;all
' other products: 0.3 cfm%ft2
Joints/Cracks 502.33 To lie caulked,gasketed,weather-stripped or otherwise sealed �
� Dropped Ceiling 5023 Vented; seal&insulated ceilirig.Unvented seal&insulate roof& �
Ca�ity side walls
HVAC E�ciency 5.03.23 Minimum efficiencies:Tables 503.2.3(1)-(8} ��
il ' HVAC Controls 503.2.4 Zone controls prevent reheat(eacceptions);separate thermostatic
� control per zone; �
� ventilation 503.2.5 Optdoor air supply&exhaust ducts shall have dampers.that �
automaticall shut when s stems or s aces served are�not in use. -
� Y . Y P
� r Exhaust air energy recovery required.for cooling systems /
� ' (Exceptions).
'I ' ADS 503.2.7,5 Duct sizing and Design have been performed �,
HVAC Ducts 503.2.7 Air ducts,fittings,mechanical equipment&plenum chambers �
shall be mechanically attached,sealed,insulated&installed per
Table 503.2.7.2.Fan power limitations.
Balancing 503.2,9.1 HVAC distribution system(s)tested&balanced.Report in �
construction documents.
Piping Insulation 503:2.8 HAC and service hot water.In accordance with Table 503.2.8.
Water Heaters 504 Performance requirements in accordance with Table�04.2.Heat
trap required. ,
Swimming Pools 504.7 Vapor-retardant or liquid cover or other means proven to reduce �
heat loss on heated pools;Time svvitch(exceptions);readily
accessible on/o�switch.
Motors 5�5,7.5 Moto'r efficiency criteria have been meY'
Lighting Controls 505.2,5023 Automatic coritrol required fo'r interior lighting in Uuildings �
�5,000 s.f.;Space contr'ol;Exterior photo sensor;Tandom wiring
with 1 or 3 linear fluorescent lamps>30W
I
, I
', EnergyGauge Summit0 FIa1Com-2010.Section 506.4 Compliant Software.Effective Date:March 15,2012 I�
' � 9/4/2015 Page 8 of 8
�
EnergyGauge Summit0 v5.00
INPUT DATA REPORT
Pro_i ect Information
Project Name: Surrunerset Clubhouse Orientation: Nordi
Project Title: Summerset Apts CIubU.ouse Euildiung Type: Exercise Center
Address: Building Classi�cation: New Finisl�ed buildin�
No.of Stories: 1
State: �'Iorida
Zip: 0 Gross.Area: 3004 SF
I Owner: ge�eficial Communities
Zones
No Acronym Descrip�on Type Area Multiplier Total Area
[S�] f S�1
1 AHU-Cl Zone 1 CONDITIONED 801.0 1 801.0 ❑
2 AHU-C2 Zone 2 CONDITIONED 1247.0 1 1247.0 ❑
3 AHU-C3 Zone 3 CONDIT'IONED 95b.0 1 956.0 ❑
9/4/2015 Ener�yGau�e S�unnnit0 v5.00 1
Spaces
No Acronym Description Type Depth Widtli Heiglit Multi TotaI Area Total Volwne
[ft] [ft] [ft] pIier [st] [cfJ
In Zone: AHU-Cl.
1 ManaQer OffioManager Office Office-Enclosed 1.00 176.00 12.00 1 176.0 2112.0 �
2 Leasin� Leasing Office-Enclosed 1.00 386.00 11.00 1 386.0 4246.0 ❑
3 Lobbv Lobby Lobby{General)-Reception 1.OQ 239.Q0 I3.00 1 239.0 3107.0 ❑
and Waiting
In Zonc: AHU-C2
1 Kitchenette Kitcl�enette Food 5ervice-Kitchen 1,00 395.00 12.00 1 395.0 4740.0 ❑
2 Clubroom Clubroom Conference/meeting 1.Q0 493.00 12.00 1 493.0 5916.0 �
(MuItiple Functions)
3 Women's ToileWomen's Toilet Toilet and Washroom 1.00 185.00 12.00 1 185.0 2220.0 �
4 Men's Toilet Men's Toilet Toilet and Washroom 1.00 174.00 12.00 1 174.0 2�88.0 ❑
In Zone: AHU-C3
' 1 Fitness Fitness Exercise Area(Exercise 1.00 487.00 12.00 1 487.0 5844.0 �
Center)
2 Classroom Classroom Classroom/Lecture Hall 1.00 278.00 12.00 1 278.0 3336.0 []
3 Comnuter Computer Classroom/Lecture Hall 1.00 191.00 12.00 1 191.0 2292.0 ❑
Lighting
No Type Category No.of Watts per Power Control Type Na.of
Luminaires Luminaire [W] Ctrl pts
In Zone: AHU-Cl
In Space: Mana�er Office
1 Compact Fluorescent General Lighting 4 32 128 Manual On/Off 1 ❑
In Space: Le�sin�
1 Compact Fluorescent General Lighting 11 32 352 Manual On/Off 2 ❑
In Space: Lobby
9/4/2015 Ener�yGau�e Summit RO v5.00 2 ,
-`��` - 1 Compact Fluorescent General Lighting 8 32 256 Manual On/Off 1 � �
2 Incandescent General Lighting 1 100 100 Manual On/Off 1 ❑
In Zone: AHU-C2
In Space: �Kztclienette
1 Compact Fluorescent General Lighting 6 32 192 Manual On/Off I �
In SpAce: Clubroom
1 Compact Fluorescent GeneraI Lighting 14 32 448 Manual On/Off 1 [�
In Space: Women's Toilet
1 Compact Fluorescent General Lighring 7 32 224 Manual On/Off 1 �
In Space: Men's Toilet
1 Compact Fluorescent General Lighring 7 32 224 Manual On/Off 1 []
In Zone: AHU-C3
In Sp�ce: Fimess
1 Compact Fluorescent General Ligliting 14 32 448 Manual On/Off 1 ❑
In Space: Ctassroora
1 Suspended Fluorescent General Lighting 4 64 2S6 Manual On/Off 1 �
In Space: Computer
I SUspended Fluorescent General I,ighting 2 64 128 Manual On/Off 1 �
� WaIIS
No Description Type Width H(Effec) Multi Area DirectionConductance Iieat Dens. R-VaIue
[ft] (ft] plier (sf] [BtWGr.sf.F] Capncity (lb/cf] [li.sf.FBtuJ
[Btu/sf.Fj
In Zone: AHU-C1
1 East WaII 0.75 in, stucco, 47.00 12.00 1 564.0 West 6.1118 1.183 14.94 8.9 ❑
2x4x 16"oc,
R11Batt,0.5 in.gyp
2 South Wall 0.75 in.stucco, 29.50 12.00 1 354.0 South 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in.gyp
In Zone: AHU-C2
1 South Wall 0.75 in.stucco, 20.00 12.00 1 240.0 South 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in.gyp
' g/q/Zp�s E�ier�yGauge SummitOO v5.00 3
�-��� -2 est�aIl 0:75 in.stucco, 57.00 12.00 1 684.0 East O.1I18 1.183 14.94 8.9 ❑ � i
2x4x16"oc,
RllBatt,0.5 in. gyp
In Zone: AHU-C3
1 North Wall 0.75 in.stucco, 30.00 12.04 1 360.0 North 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in. gyp
2 West WaII 4.75 in. stucco, 17.00 12,00 1 204.0 West 0.1118 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in. gyp
3 Bast Wall 0.75 in. stucco, 28.00 12.00 1 336.0 West O.l I18 1.183 14.94 8.9 ❑
2x4x16"oc,
R11Batt,0.5 in. gyp
WII1dOWS
No Description Type 5ltnded U SHGC Vis.Tra W H(Effec) Mu14 Total Area
[IItu/lir sf F] [ft] (ft] plier [sf]
In Zone: AHU-CI
In Wall: East Wall
1 Window CHl User Defined No 1.2500 0.70 0.58 3.00 6.00 5 90.0 �
2 Stare Front Door User Defined No 1.2500 0.70 0.58 6.00 7.00 1 42.0 �
In Wall: South WuII
1 Window CHl User Defined No 1.2500 0.70 0.58 3.00 6.00 2 36.0 �
In Zone: AHU-C2
In Wall: Soutli Wall -
1 Window CHl User Defined No 1.2500 0.70 0.58 3.00 6.00 1 18.d �
2 Window CH2 User Defxned No I.2500 0.70 O.S8 3.00 3.00 1 9.0 �
In Wall: West Wall
1 Window CH3 User Defined No 1,2500 �.70 0.58 6.00 6.00 3 108.0 �
2 Store Front Door User Defined No 12500 0.70 0.58 6.00 7.00 1 42.0 �
3 Window GH4 User Defined No 1.2500 0.70 0.58 1.33 3.00 2 8.0 �
9/4/2015 Ener�yGau�e SummitC�v5.00 a
- -In Zotte: A7TU=C3 �v ------ --- -- -- --
In Wali: �ast WatI
1 Window CHl User Defined No 1.2500 0.70 0.58 3.00 6.00 4 72.0 �
In Wall: North Wnll
1 Window CHI User Defined No 1.2500 0.70 O.S8 3.00 6.00 1 18.0 �
5 Window CH3 User Defined No 1.2500 0.70 0.58 6.00 6.00 1 36.0 �
In Wall: West Wall
1 Window CH3 User Defined No 1.2500 0.70 0.58 6.00 6.00 1 36.0 �
Doors
No Descripiion Type Sl�aded? WidtIi H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value
[ft] [ft] piier [sfJ [Btu/hr,sf.F] jlb/cfJ [Btulsf.Fj [li.sf.FB#uj
In Zone:
In Wall:
�
Roofs
No Description Type Widtli Ii(Effec) M�dti Area Tilt Cond. Heat Cap Dens. R-Value
jftJ [ft] plier jsfJ [deg] [Btu/lvr.Sf.T] (Btu/sf.F] [Ib/cfJ [la.sf.F/BtuJ
In Zone: AHU-CI
1 Roof Shngl/1/2"WD 801.00 1.00 1 801.0 0.00 0.0320 1.50 8.22 31.2 ❑
Deck/WD Truss/9"
Batt/Gyp Brd
In Zone: AIiU-C2
1 Roof Shngl/1/2"WD 1247.00 1.00 1 1247.0 0.00 0.0320 1.50 8.22 31.2 ❑
Deck/WD Truss/9"
Batt/Gyp Brd
In Zone: AHU-C3
1 Roof Shngl/1/2"WD 956.00 1.00 I 956.0 0.00 0.032� 1.50 8.22 31.2 ❑
Deck/WD Truss/9"
BatdGyp Brd
9/4/2015 Ener�yGau�e Swmmit0 v5.00 5
Skylig hts
No Descriptzon Type U SHGC Vis.Trans W H(Effec}Multiplier Aren Total Area
[Btu/hr sf F] [ft] [ft] [5f] [St]
In Zone:
In Roof:
❑
Floors
No Description Type Widtli H(Effec) Multi Area Cond. Aeat Cap. Dens. R-VaIue
[ftj [ft] plier [sfJ [BtWtir,sf.Fj [Btu/sf.I'J [ib/cfJ [h.sf.F/8tu]
In Zone: .AHU-Cl
1 Floor 1 ft.soil,concrete 801.00 1.00 1 801.0 0.2681 34.00 113.33 3.73 ❑
floor,carpet and
rubber pad
In Zonc: AHU-C2
I Floor 1 ft.soil,concrete 1247.00 1.00 1 1247.0 0268 J. 34.00 113.33 3.73 �
floor,carpet and
rubber pad
Li Zone: AHU-C3
1 Floor 1 ft.soil,concrete 956.00 I.00 1 956.0 0.2681 34.00 113.33 3.73 0
floor,carpet and
rubber pad
Systems
AHU-Cl. System 1 Constant Volume Air Cooled Split No. Uf Units 1
System<65000 Btu/hr
Component Category Capacity Efficiency IPLV
1 Cooling System 30000.00 14.00 11.60 �
2 Heating System 170b5.00 1.00 �
3 Air Handling System-Supply 1200.00 0.80 []
9/4/2015 EnergyGauge SumtnitC�v5.00 6
�— A�IU=C2 System 2 � Constnnt Volume Air CooIed SpIit No. Of Units 1
System<65Q00 Btu/hr
Componeut Category Capaciiy Efficiency IPLV
1 CooIing System 30000.00 14.00 11.60 �
2 Heating System 17065.00 1.00 �
3 Air Handling System-Supply 1200.00 0,80 �
AHU-C3 System 3 Constant Volume Air Cooled Split No.Of Units 1
System<65000 Btu/hr
Coraponent Category C1p�city �fficieney IPY,V
1 Cooling System � 48000.00 14.00 11.60 �
2 Heating System 27304,OQ 1.06 �
3 Air Handling System-Supply 1600.00 0.80 �
Plant
�quipment Cntegory Size InstNo Eff. IPL.V
i
�
Water Heaters
W-Heater Description CapacihCap.Unit I/P Rt. Efficiency Loss
1 Electric water heater 40 [GaIJ 5 [kWj 95.0000 [Eff (Btu/h] ❑
Ext-Lighting
Description Category No.of Watts per Area/Len/No.of Units Control Type Wattage
Lurninaires Luminaire [sf/ft/Na] [WJ
1 Ex#Light 3 Main entries 2 32 l I1.00 Astronomical Timer Co 64.00 ❑
2 Ext Light 4 Other(doors)than inain 1 32 53.Q0 Astronomical Timer Co 32.00 ❑
entries
9/4/2015 EnergyGau�e Summit0 v5.00 7
Piping
Operating Insulation Nomonal pipe Insula�on Is Runout?
No Type Temperafure Conductivity Diameter Thickness
[T] [Bttt-in/h.sf.FJ [in] [in]
I Heatiug System(Steam,Steam Condensate,& 105.00 0.28 0.25 0.50 No �
Hot Water)
Fenestra�ion Used
Nante Glass Type No.of Glass SHGC VI,T
Panes Conductance
[B tu/h.sf.Tj
ASHULTntAllFr User Defined 1 1.2500 0.7000 0.5800 ❑
m
Materials Used
Mat No Acronym Description Only R Value RValue Tluckness Conductivity Density SpecificHea
Used [h.sf.FBtu] [ft] [Btu/h.ftF] [lb/cfJ t
at a • • • • •
$OARD,1/2IN
178 Mat1I78 CARPET W/RUBBER I'AD Yes J..230Q ❑
265 Mati265 Soil, I ft No 2.0000 1.0000 0.5000 1Q0.00 02000 ❑
48 Mat148 6 in.Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑
267 Mat1267 0.75"stucco No 0.1563 0.0625 0.4000 16.Q0 0.2000 ❑
2G6 MatI266 2x4@16"oc+Rl l Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑
12 Mat112 3 in. Insulation No 10.0000 0.2500 O.Q250 2.00 0.2000 ❑
23 Mat123 6 in.Insulation No 20.0006 0.5000 0.0250 5.70 0.2000 ❑
81 Mat181 ASPHALT-ROOPING, Yes 0.1500 ❑
ROLL
9/4/201.5 Ener�yGau�e Swmmit0 v5.00 8
------- —244—IvIat1244 PLYWOOD,-172IN---�—No Q:6318 � 0.0417� 0.0666 34.00 0.2900 ❑ �
Constructs Used
Simple Massless Conductnnce Heat Capacity Density RValue
No Name Construct Construct BtWh.sf.F Btu/sf.F lb/c
[ ] [ ] [ fJ �L.sf.FBtu]
1009 0.75 in. stucco,2x4x16"oc,RI1Batt,0.5 in. No No 0.11 1.18 14.94 8.9 ❑
gYP
Layer Material Material Tluckness Framing
Na, (ftJ I+actor
1 267 0.75"stucco 0.0625 0.000 ❑
2 266 2x4@l6"oc+Rll Batt 0.2917 O.Q00 ❑
3 187 GYP OR PLAS BOARD,l/2IN 0.0417 0.000 ❑
Simple MAssless Conductance Heat Capacity Density RVnlue
No Name Construct Construct [Btu/h.sf.Fj [E[u/sf.�J [lb/ct] [I�.sf.F/Iitu]
1038 Shngl/1l2"V�/D Deck/WD Truss/9"BatdGyp No No 0.03 1.50 8.22 31.2 ❑
Brd
Layer Material Material Tliickness Framing
Na, (ft) Factor
1 81 ASPHALT-ROOFiNG,ROLL 0.000 ❑
2 244 PLYWOOD, 1/2IN 0.0417 0.000 ❑
3 12 3 in. Insulation 0.2500 0.000 ❑
4 23 6 in.Insulation 0.5000 0.000 ❑
5 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 ❑
9/4/2015 Ener�yGauge SununitOO v5.00 9
No Name
Simple Massless Conductance I3eat Capacity Densi[y RVaFue '
Construct Construet [Btu/h.sf.F] [Bhdsf.FJ [lb/ct] [h.sf.F/Btu]
1057 1 ft. soil,concrete floor,carpet and rubber No No 0.27 34.00 113.33 3.7 ❑
pad
Layer Material Material '�luckness �raming
rlo, (ft] Factor
1 2b5 Soil, 1 ft 1.0000 0.000 ❑
2 48 6 in.Heavyweight concrete 0.5000 0.000 ❑
3 178 CARPET W/RUBBER PAD 0.000 ❑
9/4/2015 �nergyGau�e SummitOO v5.00 10
�
3� �.
'�,
� : , :. ; PASCC3 COUNTY, FLOR�DA
Permit Na. ����a2
Da#e Permitted 2-L- �, —
Builder Name/Owner Name ��,� ��-`'�7���C3� ControE#
County Parce! No. C��-�-�-C?C>�(�--l7�So0-- (�D.pa SubDiv: .�u:�v�P�`s,�.�
1,
Address/Lacation ���`S ��-� �
Classification/Type of Use �t '�� ��r `S
TRANSPC)►RTATION IMPACT FEE Rate: Sq Ft Unit: ��i �o!�
�
�Exempt [] Yes �] Na How Determined
,Impact Fe�Amount $ f/ ��'`� Zone Na. TAZ:
I
�SCHOOL IMPACT FEE
SAccount {��6} Single-Family Detached House Amount $ jl��� ��T ,��
� (057) Mobile Home
� {058} Clther Resadential
123) Collection Fee
�Exempt [� Yes � No Now DetermEned
i
�ARKS AND RECREATI4N FEE
�Land Account Land Credit Land Total
�
�Recreation Accaunt Recreation Credit Recreation Total
4
�one TOTAL AMOUNT $ �, �.3/, 3�,
Exempt [] Yes � No Now Determined
,
,
LiBRARY FEE
Land Account Land Credit l.and Total
i
Facility Account Facility Credit Facility Tvtal
Exempt ❑ Yes ❑ No How Determined Totai Amoun
�
RESOURCE FEE ERU
TOTAL AMOUNT
i
�Prepared By Checked By
4
4
� � N{� CERTIFICATE OF QCCUPANGY 1N1E.i. BE ISSUE� C}R FINAL INSPECTION
PEI�FORMED UNTII.THE TOTAL AMOUNTS LISTED HAVE
� BEEN PAID AND
� RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY
�
�Acknowladgemenk below does not imp{y acceptance of cortcucrence,but simply recsipt of a copy of this form,placing
�, the building permit awner on notice of this assessment and the conditions af payment for same.
s
t
�DATE RECEtVED SY
�
' _ _ ;RECEIPT NGI. DATE BY �
i
, _�
, .,
� �
_ -_ - � � —
i�: �
- � ,
1
� Cantractor's Materiai and Test Certificate for �iboveground Piping }�
PROCEQURE 4
, Upon compietian of work inspection and tests shall be m8de by the contracfo�s representative and wi es ed by an owner's
reprasenta8ve. Aii defects shali be correoted and system le#t in service beYore contractoPs personns! al y leave ihe job.
A cerUflcate sha(16e flller!out and slgned by both representattves. Coptes shal!be prepared€or appro n$autharilies,owners,and
contractar. !t is understood the awner's representatives signatura in na way prejudicss and ctsim agai t ntractor for fauity materiat,paor
'workmanship,ar fa'sinre to com y wiFh approving autMority's req�irements or tocal otdin�nCes.
PRdPERTYtNAME DATE
�ummerset Apart�r�er�4s
PF20PERTY ADIIR�SS I
�@ph�/1'1'fIZ�S, �1..
ACCEPTED BY APPRqVtNG AUTHORITIES{NAAAES)
LOiCAL.
• ADdRESS }
�
PlANS 4NSTAk.tATtON CQHFORMS Td ACCEPTED RLANS CJ Y� ❑�a
EQUtPMENT USED iS APPROVED G'�Y�S ❑�a
IF N0,EXF'!A!N
HAS PERSON IN CHRRGE OF F}fiE EQUlPMENT SEEiti iNS7RUCTED AS !_'J YES J h0
TO LOCAT3C?N OF COi�fTt20t VALVES At30 CARE AtVD tt9A1NTENANCE
bF THtS NEW EG2UIPMENT?
IF N0.EXPLAIN
lNSTRUC7lON3
HAVE COPlES OF THE F4LlOWING SEEtd IEFT ON THE PREMISES: � v�s r�o
1.SYSTE{t!i COMPONEN75 IIVSTRUCTIONS �YES ❑No
2.CARE ANO MAlNTENANGE 1N57RUC7IONS []'vEs ❑tvo
3.NFPA 25 �Yes [J�;p
LOCATIota SUPPUES BUlLQIN�S
OF SYSTEM
YEAR pF ORIFIGE
MAKE MODEL MAhIUFACTURE SIZE �QUAi�1TiTY TEMPEF2ATURE RA71NG
I r co LFI! 2096 i
112" 4 99#}6 '155
SPRINtaERS T cn l.Flf 201G 9/2" 208 975
t�tat�e GLa635 2096 31�" 1 �d8 ��6
I
IP«��� T e of Pi e Conforms to NFPA 7$Sfandards 4
FITTINGS 7ype of Fittin s Conforms to NFPA t3 Standards
� ALARM MAXIMU �iME TO OPERATE THOROUGIi
VALVE ALARM DEVICE TEST GC?NiUECTtON
TYPE MAKE MdDEL MlN.
dR FLOW �tow 5'�nritch S Sensor W�S SEC.
ifi![3tCATfJR dD ��
�
� � DRY VAlVE
MAKE M04EL. SERfAt NO_ �q� C•Q-Q-
1 MODE� SERiAt NQ,
I 1 TitNE TO TRiP T!-lROt}GH WATEF2 TtME WATER ALARN)
DRY PtPE TEST C4NNECTtON• PRESSURE q!R PRESSURE 1R PRE S)URE TEST OCH� OPERR'fEp
apEaarir�� �m�r- PRo����v
TES7 1TtiC�t3F MiN SEC P51 PSi j P5! M!R! $EC YES NQ
� �.a.o. �Nf 1� ❑ o
W��
Q.O.D. ❑ Q
!F NO.EXPLAiN
l 'MEASIlRED FROiit1 T1ME i1�7SPECTOFtS TEST CONNECTt01V5 iS OPEtVED.
I '
Page i
,� -
— —� ,
'� �
%� � � �
� Aboveground
� OPERATlON 0 PNEUI•tATIC [��crRtc ❑nroRauuc
RIIA P7PB�G SIJP�RV7SEF? ❑r� Q ua DETECTtNG MEDtA SUPERVi E ❑� �N0 �'
DQES VALVE f�PERATE FROM THE MANUAL TR4P ANDlOR RERilO;E ❑Y� �M1O
CONTROL STATi4iVS
�EW�E& !S TNERE A4�1 ACCESSIBLE FACIIlTY IN EACH CIRCtltT iF NO,EXPLAtN I
PREACTiO[Y FOR TESTING
VALVES ❑vEs ❑ho
DOES EACH CtRCU1T dPERATE �dES EACM IR�UIT MAXiMUtdi TiME Tt7
MAKE MCIDEL SUPERV[3ION LOSS ALARM OPEE2ATE VA V REL.EASE OPERATE RELEASE
YES NO YES NO Cl9lN SEC
p ❑ ❑ D
PRESSURE LOGAT{ON MRKE& SETTING STATiC PRESSURE RES►DUA�FRESSURE FLOW RATE
REOUCiiYG S FLOOR MODEL ftl/A ��-a�:�r'
VAIVE TE$F INLET{PSp OUTL.ET PSi) INLET{p51) OUTLET(PS! FL4W GPiV1)
HYDRUSTATICc Hydrostatic test shafl be mad at nol less lhen 20Q psi(13.6 bars}for wo hours or 50 gal(3.4 bars}
� aboue staGc pressuce in excess of 150 psi(10.2 b8rs)far two hours. Differentiai dry-pi e alve clap¢ers shal!be left
1'ES3 Opell dWi�g fest to preven!damage. All aboveground piping leakage shali be stopped
i ESCRIPTION PNEUMATlC:Establish 4Q psi{2.7 trars)atr pressure and measure drop,which shaii n t xaeed 1-7/2 psi{0.9 bars}
in 24 hours. Test pressure tanks at natmal water leve!and air pressure and measure ir ressure drop,which shaii
not exaesd 1-1i2 si 0_i 6ars in 24 hours.
AI.L P!PlNG i-EYDROSTAi"tCALtY TESTEt}A�f 200 F'SI FO� 2 !-lRS. !F NQ,STATE REASON
DRY PIPINO PNE(1MA71CALLY TESTELl ❑YES (Q tao ������-�.�.,�.�
EGtUiPN1ENT OPERATES PROPERLY ❑vEs [Q No
D(?YQU CERTlFY AS THE SPRINKLER CO(VTRACTQi2 THAT ADD17lVES AND CO SlVE CNEMiCALS,
S4DiUM SfLICATE OR DEF2lVATlVES OF 80DtUM 5iGtCA�E.GRiiVE,OR OTiiER 0 ROSIVE CHEMlCRLS
W ERE fUOT USED FOR TESTih7G SYSTEMS OR STOPPltVG LEAKS? �
Cp Y�s ❑n:o ;
'f�ESTS ORAit3 FtEAQING OF GAGE LOCATED RlEAR WATER f2ESIDliAZ PRESSU WCCH VALVE lN IEST
TEST StJPPLY TEST C�NtJECTi4N PS1 CONiVBCT{C3N OPE lfi(i[3E PSI
UNDERGROUND MAINS AND LEAD IN CONiVECTiONS TO 5Y5TEN1 RlSERS Fi.1/S E BEFORE
COiVNECT1dN MADE TO SPF2INKI�R PIPING.
VERIF{Eb BY COPY OF 3HE U FORM NO.85B [J]Y� ❑Na THEFt EXpLA1N
� FLUSHED BY lNSTALl.ER QF UNDER
� GRdUND SPt2iNKLEf2 PIPING QQ v�.s ❑isp
!F P4WDEf2 DRiVEN FASTENERS AFtE USED tIV � YES P�0 F N0,EXPLAlA!
CONCRETE,ttas e.EPRE5ENTATiVE SAMPLE
TESTii��BEEN SATISFACTOFt1lY COfv}PLETED?
BLA3'r�iK TESTIAtG NUMBER USED LOCATiONS �y�}�8����0��
GASKETS 0 �
WELDED P!PlN� '' '' '
(F YES
QQ YOU CERTtFY AS THE SPR(NKLER CO(VTRACTOF2 7MAT N/Et�31NG
PROCEDURES COMPL,Y WlTH THE i2EQUiREMENTS QF A7 LEAST Q vE5 ❑No
AWS D14.8,LEVEL AR-3?
p0 YOU CERTIFY THAT THE WElDlNG WAS PERFORMED BY WELDERS
WELDING flUAUFlED!N COMPLiANCE WITH 7HE REQUlREIV}ENTS OF AT LEAST �
AWS D10.9,LEVEL At2 3? 0 Y�s ❑No
� DO YOU CERT{FY TS�1AT W ELdtNG WA5 C/iF2RlEO QUT!N COMPUANGE
I W ITH A DOCUNIENTED QUALI'tY CONI'ROL PRQCEDURE TQ lNSIlRE
THAT A�L DlSCS ARE ftETt2IEVED.THAT OPF�lINGS tN PiPltVG ARE
SMOai'H, THq'!�$LqC,q(�[y OTF{ER WELplPJG RE3lQUE ARE REMOVED. �� ❑No
AND i'Fi�41'THE iM11TERNAL DlAMETEftS(}F PiP1Nfia ARE P70T PENEff�A7'Ep?
Ct17�ottrs oo You CEr�T1�Y;Hq7`Ypt1 HAVE A CONT�20L FEATURE TO
� tC11SCS} ENSURE THAT Al.L CUTOUTS(piSCS)ARE RETRIEVEl�? �Y�s ❑"o
�
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Aboveground „
I HYDRAULIC NAMEPLATE PROVIDED IF NO,EXPLAIN
� DATA
I NAMEPLATE ��5
! REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN:
�
NAME OF SPRINKLER CONTRACTOR
�O/����ON F��E PF�OTE��fO , @NC.
J�,C6CS011lVIL�E,FLOF�lDA
SIGNATURES FOR PROPERTY OWNER SIGfVED �STS WiTNESSED BY
t ) TITLE DATE
.����%��� - ���; ����- z f��
� 9 /
i FOR SPRINKLER CpNTRACTOR SIGN "'d �
i � E�) TITLE
DATE
�� � i� �, ,
/°"/— j. ;,!%� �:�� - ' �31/�s46� C-' 'f i / , r
�/ ;.;���/ �;� �' �� %/
ADDITIONAL EXPLAIVATIO AM1ID IVOTES•% ' `/ ,`��
11 <�;
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Cantractar's Material and Test Certificate fior Abaveground Piping
P OGEDURE
U�on compfetion ot woric inspection and tests sha}i be made by ihe cflniractor's representative and witnes ed by an ownets
re�resentative. AII defects shali be corrected and system iett in service before contractor's personnei finai y(eave the job.
A certiflcate shail be IIued out and signed by 6oth representatives_ Capies shal!be preRared for approving authorities,owners,and
contractor. lt is understoad the owner"s representa8ves signatuse in no way preJudices and claim agalnst ontracEor for faulty msterial,poor
urorkmanshi ,or fiailura ta compiy with approving autharity's reRuirements or locai ordnances.
PROPERIY NAME pp'T�
Summerset Apartm+ents
PROPERTY AQDE2ESS
Zephyrhilis,FL
ACCEPTED BY APPROViNG AUTHOFtiTIES(NAMES)
LQCAL
AdDRESS
PLANS ti18TAlLATtbN GONPORMS TO ACCEP'fED PLANS d� d No
EQUIPMEtdT USED IS APPROVED C�7 Y� ❑No
IF PtO,EXPLAItV
HAS PERSON W GNARGE OF Ffl2E EQUlPMEfVT BEEid lNS7'RUCTED AS ' Y� �fl
TO LOCATION OF C4Rf'�ROL VALVES ANd CARE At3D MAiN3ENANCE
QF THiS NEW EQUtPMEM1IT?
!F NQ,EXPIAlN
INSTRUCTIONS
HAVE COPIES OF THE FOLLQWING BEEt�1 IEFi'ON THE PREMISES_ � YES No
1.SYSTEiVi COMPONEN'i"S INSTRUCTIONS �Y� Q N°
2.CARE AND fiAA1NTENANCE INSTRUCTlON3 [}�. Yes ❑No
3_NFF'A 25 �✓ ves ❑No
ILOCATlON SUPPLlES BUlLQItVG5
OF SYSTEM
YEAR OF OFtiFtGE
MAKE iUtC1DEL MAi3UFACTUI2E SIZE QUANTlTY TEMPEf2ATURE RATIASG
, T co !.F!! 2016 4/2" 7106 1 S5
SPRtNKt.�RS 7 co LFif 2016 1/2" 208 175
Giabe GL5635 2Q16 3/4" 4$ 200
PIPE AND ' T e o€Pi e Conforms fo NFPA 73 Sbndards
�tTTlNGS T e of F'rttin s Confarms to NFPA 13 Standards
MAXIMUM IME TO OPERATE THOi20UGH
�+RM ALARM DEVICE TEST CONNECTION
VALNE TYPE lUfAlCE MQDEL MIN_ SEC.
OR FLOW Flow Switch S s Sensor WF$ 0 gp
I(yDtCATOft
�
DRY VALVE C.O.D.
MAKE MODEL SER4RL PS4_ MRKE MODEL SERtA�(+lO.
TiME WATER AlA{�SU}
. TIME TO TR{P THRQU�N WATER TR1P POlN7 REAGiiED OPERATED
' D Y PIPE TEST CONNECTfON' PRESSURE AIR PRESSURE !R PRESSUR6 TEST OUTLET' PROPERLY
' QPE��+N� MiN SEG PS! PSI PSi MIN SEC YES NO
TEST W ITiiqUT p
Q.�.D. N!A � ❑ ❑
Wl7H
Gt_O.D. ❑ ❑
iF NQ.EXPCAiN
�MEASURED FROM TIME INSPEGTORS 7EST Ct}NNECTtONS iS OPEhiED.
Page 1
1
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' � Abovegreund i
i ❑PNEUMATIC ❑ELEC�'RIC ❑HYDRAULIC
; QPERATlQN
� NL4 PIPiNG SUAERVfSED �Y� I�No DETEC7IfVG MEDlA SUPERVlSE ❑YFS ❑NO
1 DC�ES VALVE OPERATE FROM TNE MANUAI TRIP AiVQtOR REMOTE ❑vFs ❑No
COMTROL BTATfOiVS
dELUGE 8 1S THERE AN ACCESSIBLE FACtLITY IN EACN CIRCUIT !F NO,EXPLAlN
PREACTfON FOR TESTlNG
VAIVES ❑Yes ❑rao
DOES EACH CIRCUiT QPERATE DOES EAGH CIR U!7 MRXIMUM TiME TC!
MAKE MOdEL 3UPERVISION LQSS ALARM OPERAFE VALV FtELEASE, OPERATE RECEASE
YES N4 YES M1IO MM SEC
❑ ❑ ❑ ❑
PRE$SURE LQCATtON MAKE& SE`fT#N� STATIC PRESSURE RESIOUAL PRESSURE FLOW RATE
REDUCtNG $FLOdi2 MbDEL N/A ; FIOWING
VALVE TEST INLET PSt CJUT�ET PSt lfVLET'PSI) 13t1TLE'�'{PSl FLOW GPM
�
HYDROSTATIC:HydrosteGc test shait be mad at not iess then 200 psi(93.6 bars)for two hours or 50 ga!{3.4 bars)
above static pressure in excess of 150 psi(10.2 bars)for two hours. Qifferential dry-pipe aive ctappers shail be}eft
TES7 ppen duting test to prevent damage. AI1 aboveground piping leakage shati be stopped.
DE�CF2IPTtON PNEUMATlC:Estabfish 4Q psi{2.7 bars}air gressure and measare drop,which shaH nat xceed 1-9/2 psi(d.1 bars)
in 24 hours. TesE pressure 2anks at normal water tevef and air pressure and measure air ressure drop,which shail
not exceed't-9/2 si d.1 bars in 24 hours.
ALL P!PlNG HYDROSTATiCAL�Y fESTED AT 200 PSi FOR 2 HRS. iF NO,STATE REASON
DRY PlPitdG PEVEUMATiCALtY TESTEd ❑YES �✓ M1t0
�QUiPMENT OPERATES PROPERLY ❑rEs �No NF�d 13-24.2.1.5
pQ YOU CERTIFY AS TFtE SPRINftLER GONTRACTOR THAT AdDITiVES AND COR QSIVE CHEMfCALS,
SOOIU{+rl SlLiCATE OR DERIVATIVES dF SODIUM SIUCATE,GRINE,OR OTHER CO R4SNE GHEMICALS
WERE NdT USED FOFZ TEST(NG SYSTEMS pR STOPPiNG LEAKS?
�✓ YES ❑NQ
TESTS DRAIN READ}NG OF GAGE LOCATED NEAR WATEft REStDUAt PRESSUR WlTFI VAlVE!N 7E3T
TEST SUPPLY TEST CONNECTION PS! CQNNECTtON OPEN IDE pS!
UNDEEtGROUND MAINS AND LEAD!N CONNECi'tONS TO SYSTEM RISERS FIUSHE BEFORE
CQNi�lEGTIOfV MRDE Tf3 SPi2tNKLER PIPIM1lG.
VERIFIED BY COPY OF TNE U FORM NO.&5B �vEs [J No THER EXPLAIIV
FL1.iSHED BY INSTALLER dF UNDER
GROUND SPRlNKLER PiPING �vEs ❑tio
tF POWDER DRiVEN FASTENERS RRE USED iN � YES No F NO,EXPLAIN
CONCRETE,HAS REPRESENTATiVE SRMPLE "
7ESTiNG SEEN SATfSFACTORILY COMPLETED?
8LANK'TESTIRlG fUUMBER USED LOCATIONS NUMBER 42EMOVED
GA$KETS Q �
WELdED PTPING ' �
tF YES
DC}Y(?t}CERT}FY AS THE SPRINKLER CON7R,qCTOR THAT WELplIJG
PROGEDURES COMPLY WI7H THE REQUlRElVlENTS OF AT LEAST Q y� �N�
AWS D10.9,LEVELAR-3?
D4 Y4U CE}2TiFY THAT THE WELDING WAS PERFQRMEO BY WELDERS
WELDihlC� QUAUFIED 1N COMPLIANCE WlTH Ft�lE REQUtREMENTS OF AT LEAST �Y�s �Np
AWS D10.9,lEVEL AR-37
DQ YOU CERTiFY THAT WELDING WAS CARRIEd 01.ti'!Ri COMPLtRNCE `
WiTN A OQCUMENTEO ClUALfCY C4NTR0�PROCEDURE Td INSURE
THA7 A��QISCS ARE RETRtEVED,THAT OPENINGS IN PlPING ARE []rEs ❑rra
SMOOTht, THAT SLAG ANp OTHER WELDING RESIDUE ARE RENS4VED.
AND THAT THE INTERNAL DIAMETER3 OF PtPiN�Af2E NOT pENETRATED7
CUTOUTS DO YOU CERTlFY TNAT YOU i-{qVE/.l CpMROt FEATURE Tf?
(DlSCS} ENSURE TNAT ALL GUTOUTS{DISCS)ARE REi"RIEVED? �Y�s ❑No
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� Abaveground
NYDRAULIC NAMEPLATE P[20VIDED tF NO,EXPLAIN
! DAi"A Y�S
��NAMEPLATE
4 REMARKS DATE LEFT IN SERVlCE WlTH A!L COMTRQL VALVES OPEIV:
M
NAME OF SPRiNKLER CONTRr4CTOR
SVii'ANSON F1RE PROTE�TI(� , ING.
JAClCSOfdVILLE,FL.ORtDA �
TESTS WITNESSED BY
SIGNA'f'UF2ES FOR PROPERTY OWNER{SiGfVEd} TiTLE DATE
� �'� ;�.��.�-- �g�' l
.� �� � � �
FOR SPRtt�iKLER CONTRACTOR(SIGNED) TITLE DATE
� F E2�UTAN
� , �
ADGlTIOIVAL EXPLANAT-10 AN QTES� "
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f' ��,�y,-c,,�'���K�•U c�.d.*+
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City of Zephyrhills
y'`�f/HF�Ti1�E4
Y�9 Building Department
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�x.�;�`'.�' S335 Eighth Street Zephyrhills, Florida 33542 (813) 780-0020 Fax (813) 780-0021
.�.��
�',�o��ws
W.A."Bill'�Burgess
Director of�uilding
Licensing&Zoning
MEMO
Date: 7/1/2015
To:• Silter Group Inc.
From: Bill Burgess (Building Official) �J -
Subject: Summerset Apts. (96 units)
1.NFPA 101- 8.6.10.1 (2) every unoccupied attic space shall be subdivided by
draft stops into areas not to exceed 3,000 square feet.
! 2.NFPA 13R- 8.1 Automatic fire sprinkler working plans and calculations shall be
� submitted for review and approval prior to installation. (Separate permit is
required).
3.NFPA 24-4.1 Working plans and calculations for private fire mains shall be
submitted for review prior to installation. (City of Zephyrhills requires fire flow
calculations to comply with ISO formulas) Installation by certified personnel.
4. NFPA 72- 7.4 Fire alarm sho drawin s shall be submitted for review ri r
p g p o to
installation. (separate pernut is required).
5. NFPA 1-12.35 and FBC. 713 penetrations through fire barriers and walls shall
comply.
These are general notes and all construction at the time of installation and
inspection shall comply with all applicable codes and standards.
1
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: l ��-°� ��G
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Date Re�eived: �— �2 ��J�
Site: �G���
� �Permit Type: l.�d�// I� �lJ� �( �c
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Approvecl w/no comments:❑ Approved w/the below comments: � Denied wlthe below comments: ❑
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This comment sheet.shall be kept with the pernut andlor plans. �
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'' - -1 Examiner Date � n tor and/or Homeowner
�� l L1,�1�� (Required when comments aze present)
C��`�.��—
City of Zephyrhills
BUILDING PLAN REVIEVV COMMEIVTS I
Contractor/Homeowner: �i��`�t �'i��•
Date Re�ceived: 2� ���
i Site: � ��� �'
Permit Type:
i �
Agproved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑
� � ����5 6� C.��� ��'�� . T i,u f� �' t�S �'LT=�S S�` �'�
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This comment sheet shall be kept with the permit and/or plans.
� �l 2� Z�,j�
B 1 Bur'ess- ' ding Official Date Contractor andlor Homeoevner
(Required when comments are present)
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STRIJCTU RAL
�September2l, 2015
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City of Zephyrhills-Building/Code Enforcement Department I
5335'8tn Street
Zephyrhills, FL 33542
(813)�780-0020
AtFention: Bill Burgess, Building Official
� Regdrding: Summerset Apartments-Design method
Addr�ss: Fort King Rd., Zephyrhills, Florida
-- - - Mr. Burgess: -- - --- -- - -- - - -�- -- -- - - --- - - — - --- --- -- -- - - - --
, This letter is to confirm the design of the wood framed structure, Summerset Apartments. The structure has
been designed in accordance with the Allowable stress design method; sections 2304, 2305 and 2306 of the
2010 Florida Building Code. (Ref.: Section 2301.2)
Please call if you have any questions or if additional information is required
Regards,
GUT ERMAN STRUCTURAL, INC.
�
William T. Domanski, P.E.
Proje�ct Manager
�h
itillt!
.�,``���"����Q�.�A����'`/i
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rr �* 5�_ �+� t
Willi{f,��T[���',4"1maras,�i�'P.E.
FL. P.E. No.��7�$43
Gutherman Structural, Inc. ❖ 264 Buttercup Circle ❖ Altamonte Springs, FL 32714 s P.407.718.1809
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� STRUCTURA�
September 21, 2015
City,of Zephyrhills-Building/Code Enforcement Department
5335 8fh Street
Zephyrhills, FL 33542 .�
(813) 780-0020
, �
Attention: Bill Burgess, Building Official li
h
Reg larding: Summerset Aparfments-Design method I
Address: Fort King Rd., Zephyrhills, Florida
_- - - - -- � - - -- - - ----- ----- - — --- - - — ---- -----
Mr. BuPgess:
This etter is to confirm the design of the wood framed structure, Summerset Apartments. The structure has
bee� designed in accordance with the Allowable stress design method; sections 2304, 2305 and 2306 of the
2010 Florida Building Code. (Ref.: Section 2301.2)
Plea�se call if you have any questions or if additional information is required
Regards,
GUTHERMAN STRUCTURAL, INC.
!
William T. Domanski, P.E.
� Project Manager
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_ Willicl'ri�;fr;'D:�r;r�ai�ski, P.E.
. FL. P.E. No.: 76843
Gutherman Structural, Inc. : 264 Buttercup Circle : Altamonte Springs, FL 32714 : P.407.718.1809
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FORunn■
REVISION DESCRIPTION
Date: September 9, 2015
Issued By: Steve Silveira, Client Manager
RE: SUMMERSET APARTMENTS
FORUM PROJECT 2984
REVISION INFORMATION
Title. Structural Revision
Number: 1
Date. August 21, 2015
A list of revised drawings, including narrative descriptions of the changes to those drawings, is provided
below. This list is provided as a convenience and does not supersede a thorough review of the revised
drawings. Please insert revised sheets into your set. Please contact us at your convenience with any
, � questions.
All sheets in the drawing set are being re-issued due to significant changes to the plans. The
majority of the changes were due to revising the building structure to wood frame and enclosing
the corridors and stairs. ���
,1'`�L')i � G� /V�u%.
This concludes our revision description. _
Sincerely,
FORUM ARCHITECTURE&INTERIOR DESIGN,INC.
P�\BENEFICIAL\SUMMERSETAPTS.2984\PftODUCTION\REVISIONS\2984-SUMMERSET-082115-REV 1-STRUCTURAL REVISION.DOCX
I
FORUM ARCHITECTURE 8�INTERIOR DESIGN,INC.
745 Orienta Avenue,Suite 1121,Altamonte Sp�ings,FL 32701 ■ P(407)830-1400,F(407)830-4143,AA0002731 ■ www.forumarchitecture.com
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Fortunn■
REVISION DESCRIPTION
Date: September 9, 2015
Issued By: Steve Silveira, Client Manager
RE: SUMMERSET APARTMENTS
FORUM PROJECT 2984
REVISION lNFORMATION
Title: Structural Revision
Number: 1
Date: August 21, 2015
A list of revised drawings, including narrative descriptions of the changes to those drawings, is provided
below. This list is provided as a convenience and does not supersede a thorough review of the revised
drawings. Please insert revised sheets into your set. Please contact us at your convenience with any
questions.
All sheets in the drawing set are being re-issued due to significant changes to the plans. The
majority of the changes were due to revising the building structure to wood frame and enclosing
the corridors and stairs.
This concludes our revision description.
Sincerely,
FORUM ARCHITECTURE&INTERIOR DESIGN,INC.
P•\BENEFICIAL\SUMMERSETAPTS.29841PRODUCTION�REVISION512984-SUMMERSET-082115-REV 1-STRUCTURAL REVISION.DOCX
FORUM ARCHITECTURE&INTERIOR DESIGN,INC.
745 Orienta Avenue,Suite 1121,Altamonte Springs,FL 32701 ■ P(407)830-1400,F(407)830-4143,AA0002731 ■ www.forumarchitecture.com
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