HomeMy WebLinkAbout09-9448 CITY OF ZEPHYRHILLS
5335—8TH STREET
(sis)�so-oozo 9448
' BUILDING PERMIT
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Permit Number: 9448 Address: 5344 9TH ST
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-15100-0160
Improv. Cost: 19,000.00 ' '_'�` �����''z" �`= 3
Date Issued: 9/03/2009 Name: JORDAN, DANNIE & MARJORIE `
Total Fees: 262.06 Address: 10326 NEWSOME RD
Amount Paid: 262.06 DADE CITY FL 33525
Date Paid: 9/03/2009 Phone: (813)783-9119
Work Desc: 576 SQ FT SPACE TO BE ENCLOSED UNDER ROOF- g
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R U I N IN IL IN EE 157.50 LE I AL FE 35.00
MARTIN ELECTRIC MECHANICAL FEE 35.00 FIRE PLAN REVIEW FEES 34.56
O'DONOVAN'S A/C 8 HEATING
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FO ER 2N R U H LUM MI IN ULA I N ILIN
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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site fl plans not at job site g)work not accessible.
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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
C CTO IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
�ephyr�ills Fire Rescue
6907 Dairy Road, Zephyrhills, FL 33542
Fire Marshal Bus (813) 780-0041
Kerry Barnett Faa(813) 780-0044
E-maiL kbarnett(nJfire.zephyrh.ills.fl.us
Plan Review#: 09-067
Project: Interior Addition
Number of Pages: 2
August 24, 2009
I have received and reviewed the plan for the interior addition located at 5344 9�` Street
and will allow this to move forwazd. Obtaining permit,the applicant acknowledges
complying with the items listed below.
Should anyone have any questions, please do not hesitate to contact the Fire Marshal's
office.
l. No storage will be allowed in attic. It is for mechanical (HVAC)equipmant
vnly.
2. Rear door sha11 ha.ve panic hardware.
3. Fire Alarm Company shall obtain a permit to add pull station.
Inspections Required:
l. Fina1
2. Other inspections required will be listed on submittals by other contractors.
KE ETT, FIRE MARSHAL
•**Please be advised this review of plans submitted is a cursory review to assist the cantracta in
compliance with applicable fire safety codes. This review is not intended to be a fmal appraval of the
submitted plans.It is the contractor's sole responsibility to ensure that the plans are in complete compliance
with all applicable NFPA codes and local ordinances.In the event that figther examinatian or site
mspection reveals areas of non-compliance,it shall be the coniractor's sole responsibility,at their sole
eupense to bring those areas in comgliance.The City assumes no responsibility for the contractor's failure
to be in c�npliance with a11 applicable NFPA codes and local ordinances.
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department � �-�j'{f� �
P'i ( 'zY ��.
Date Received Phone Contact for Permitting �1� �C -- 5//
Owner's Name C_ "�rvc-��o�1 Owner Phone Number l S� ��� - 5��/
Owner's Address S L/�( �� S 7�1,�� �i+ ;��J Owner Phone Number�
Fee Simple Titleholder Name � •v� Owner Phone Number�
Fee Simple Titleholder Address �i4�1�' i4 ��
JOB ADDRESS L/ S�'� S!-��'�' � � LOT# ��
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR ADD/ALT Q SIGN Q MOVE � DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR � COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK 0 FRAME Q STEEL Q OTHER
DESCRIPTION OF WORK yv E � � +S .� S �lE 1. F � R�vF F_v
�!
BUILDING SIZE SQ FOOTAGE S�� HEIGHT
Q BUILDING $ / � VALUATION OF TOTAL CONSTRUCTION
� ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
� Jv
� PLUMBING �-
I .,._
� MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
pUu
0 GAS Q ROOFING � SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS � �I FLOOD ZONE AREA �YES QNO
�
BUILDER � COMPANY R� Loh �t r� �� i�
SIGNATURE � REGISTERED Y/ N FEE CURRENT Y!N
Address � L��l c7 f� 1t' ,�� �l �i,-�/ License# GG G
ELECTRICIAN .____-.. - COMPANY -r'r T r ��
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License# ��/�bb��
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
MECHANICAL � COMPANY � /J f � � ` ���� � ��� �
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/
�' I__� � �G�3S�c�ense# �
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License# �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities& 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'*"'PROPERTY SURVEY required for all NEW construction.
Directions: � � � t
Fill out applic�tion completely. . �
Owner&Contractor sign back of application,notarized '
If over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) '
'" Agent{for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs, Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
0
ASSESSED IN SECTION 11, TOWNSHIPR26 SOUTH � N:
PASCO COUNTY, FLORIDA ' R�GE 21 EAST,
ZH B 1 P 54 LOTS 1� 17 �18 19 & 20 BLK 151 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
OR 8018 PG 895
2009127133
Rept: 1262446 Rec: 10.00
DS: 0.00 IT: 0.00
09/08/09 - Dpty Clerk
PRULA 5 0'NEIL, PqSCO CLERK & COMPTROLLER
NOTICE OF COMMENCEMENT 090R8BK9���� 1pG�1���
Permit No. ��
Property Identification No. ��_�����}.151���
T'HE LINDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
1.Description of property(le a1 description:)�/
a)Street Address: � � Street, , 2
2.General description of improvements: 576� feet �_r t_ _
� �� � M c3rinarari ...L: „� ��,
3.Owner Information
� a)Name and address: ' � 1 c �O` �e 3
b)Name and address of fee simple titleholder(if other than owner) ,Z,C��r� ;�� s .� ���c�3 9
c)Interest in property .
. 4.Contractor Information
a)Name and address: ���� �.S �Qa-y�
b)Telephone No.: _(813) 7�-9119 Fa�c No.(Opt.) (����
5. Surety Information
a)Name and address: N/A
b)Amount of Bond: �
c)Telephone No.: Faac No.(Opt.)
6.Lender
a)Name and address:_ rj/A
Phone No.
?.Idontity of person within the State of Florida designated by owner upon whom notices or other documents may be served:
a)Name and address:
b)Telephone No.: Fax No.(Opt.)
8.In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a)Name and address: Nooe
b)Telephone No.: Fax No.(Opt.)
9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is
Specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T$E JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENllER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTI F COMMENCEMENT.
STATE OF FLORIDA '
COUNTY OF PASCO �
Signature of Owner or Owner's Au riz Officer/Director/Partner/Manager
�niP F. TrmL-m,
Print Name
The foregoing instrument was acknowledged before me this�_day of_� ,20�,by lk�[ri.e E. Jo��dan
as p�;,�,t (type of authority,e.g.officer,trustee,attorney
in fact)for � Ca�i�ction, Ir�c (name of party on of whom instru �ttwase.xecuted).
Personally Known a OR Produced Identification Notary Si nature �
Type of Identification Produced a ` `� � �
Name(pr:nt)
Verification pursuant to Section 92.525,Florida Statutes.Under pe ties of perjury,I declare that I ave read the foregoing and that
the facts stated in it are true to the best of my knowledge and belief.
�,�„ � �
s M� A u�Y �
"��� MY CpMMIS�SION
FORMSRJOC,rvsd2007 �� �`DD 755819 Signature o Natural Person Signing bov
�R��4�, sondednPin,REi mry�ub�pc�'2012
P �ds�rltera
�OS��I R. EVAwS, P.E. F�n: F16339-R2
1333 Sunset Drive,Winter Park,FL 32789 Report#: 190
PH:407-644-8161 FX:407-647-3572 Date: 6/25/2008
Product Evaluation Report
P y �I tion A�Tested): 11A�nufe�t�arer Test Agen
� Single Hung Window Jacobson Window Company National Certified Testing Lab.
`�-` Series 1000 1707 W.North"A"Street 8350 Parkline Blvd.,Ste 12
� 53-1/8"X 76 Tampa,FL 33606 Orlando,FL 32809
51"X 38-1/4" PH 813.259.1482 PH 407.240.1356
3/16"Annealed Glass
�.� " =2 X 4 TDL-3/16"Annealed Glass(11.25"X 16J5")
48-7/8"X 35„
Aluminum 0663-T5
k I�t1an� ufreman�st:
See reference drawing Notes on Sheet i for installatlon instructions and Iimitations. Refer to drawings for table of span vs,loads.
This product DOES NOT comply with the High Velocity Hurricane Zone(HVHZ)testing requirements.
1CB003
t�8 wood screws with 1.5"embedment into Wood Substrate
.�r.P`' '.;°�aa;_._' .�;' 3/16" Elco Tapcon with 1.25"embedment into Concrete/Masonry Substrate
e�. Head&Sill: (Flange)4"from corner,Max 9"O.C.;(Fin)4"from corner,Max 22.5"O.C.
,�;�: .!..� ,� � ��
. .y:. .-,a,;.�»,.Jamb:(Fiange)3"from corner,Max 10 O.C.;(Fin)3'from corner,Max 17.5 O.C.
a�r+
,o,.�, �Optional Slip-On Fin is used to fasten the frame around the full perimeter of the window. See Installation Instructions
`��°� - �_> �x;a JWC011 for more details.
Prodqct Teat�n Summa :(in aaordan wit�ANSI AAMA/NWWDA 101 1.&•2-97
UnHorm Static Air InBkratbn
5����� Sixe Tested ���6uratbn Preuure ASTM E 283/ Forced Entry Desfg�Pressure
Number tested ASTM E 330 Water Penetwtfon ASTM F 842 (PSF) Glazing
(PSF� ASTM E 331
Test Re :NCTL-21p 3178•$- :Gerard FBrreYS 14 A PEIi il 5-Date:li 22/05
1 53-1/8"X 76" O/X �5 Passed Passed 50 A
Test Re rt:NCTL-2i0•;i s i iiArA F �• 5-Date:ii t OS
1 53-1/8"X 76" ��x �67.5 Passed Passed 45 B
Comparative Analysis Used: �X� YES � � NO (As per guidelines for HVHZ for Dade County.)
I�1.1.Wo�I1 �y;''a;_� �V1v1iLY WIT�"�I�I,L
PREVAIL�?tiC���t t+:�ES,FLORIDA Fs[1ILDI��G
CODE,;��"1?i�f�lAL ELECTRIC COL�E A��'
C1TY���ICPHYRHILLS ORDINANCES
Statement of Campliance: ^�� �
Under the limitations of the attached drawings,and to the best of my knowledge and ability,the above window/d:.or prod+.K�confarms to the
requirements of the 2007 Florida Building Code.
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1�p R€va ns,��/
Florida N�.d392
0:\Projects�lacobson Windows\P-0806-04(Master List�\04.102(FBC-Senes 1000 SH�\DOCS\Report 190 Jacobson 1000 FL6339-R1 Page 1 of 1
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w�rt�w�.�.:c,w
. ZEPHYRHILLS FIRE DEPARTMENT
6907 Dairy Road, Zephyrhills, FL 33542
Fire Chief Keith Williams Bus (813)780-0041 Fax (813)780-0044
FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: Contractor: ����
Business Name: ` Billing Address: �
Business Address: . .�3S�Z
Business Phone No.: Billing Phone No.:
Business Fax No.: Billing Fax No.:
Contact: Contact:
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
itePlan Annual N/C Sprinkler $50 1stAlarm N/C
��� MuHi-Family/Commercial .O6 sf 1 st Re-inspection N/C Standpipes $50 2nd Alarm N/C
(Minimum Charge$25. 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 Alarm $50 Sth Alarm $150
SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200
0-25 Heads $50 violations corrected) Nffiural Gas $50 NON COMPLIANCE $150
26 pIUS HCadS $100 SPRINKLER SYSTEMS Fuel Tanks- pertank $50
STANDPIPE SYSTEM Hydro Undergrounds $�t5 Sparklers $100
� Per Riser $50 Hydrostatic Test $65 per system Fire Works $500
FIRE PUMP Acceptance Test $45 per sys[em Camp Fire $25
� Per Pump $100 Hydrant Flow $75 Controlled Burn $100
FIRE ALARM SYSTEM Hood/Duct $50
8 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual
26 plus Devices $100 System Acceptance $50 Fire Protection $25
SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 nnnua�
Wet $50 OTHER Waste Tire Storage $SO Annual
Dry $50 Fire wall/smoke Wall $15 per wa�� Generator<KW $100
CO2 $50 LP Gas $25 pertank Generator>30 KVV 150
Other $50 Natural Gas $25 ��sy�m Bio-Hazard Waste $100 Annual
KITCHEN EXHAUST Fumigation Tenting $50
� Hood/Ducts $50 Tent 10'x10'or greater $15 Perte�t Torch Pot/Applied $50
OTHER Fire Pump $45 Haz.Materials $100 Annual
aLP Installation per tank $50 Fire Suppression $30
Fuel Tank Installation $50 System Acceptance
❑ (Per Tank) $50 �E�aust HoodlDuct $30
Natural Gas Installation $50 Re-inspection 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 FALSE ALARM
PLANS TOTAL�`�j INSPECTION TOTAL� PERMIT TOTAL� TOTAL�
✓
GRAND TOTAL
Comments:
Date: � D
Insq��ctor: �-
. � � v � �
t;}� - ��
�
City of Zephyrhills
BUILDING PLAN REVIEW CONIMENTS
r
Co
ntractor/Homeowner: I tL/ `�`�1' "`C �
Date Received: �� /�—� �
Site: ��� � ��l
� � ���� ����
Pertnit Type: I"� 7 � � °�-
� �
Approved w/no comments:❑ Approved w/the below co ents: �1 Denied w/the below comments: ❑
J ��7 � C o Q G� �� �'/E�- C�or�s
� .U� .�d�/�ic�/r.�
This comment sheet shalI be kept with the permit and/or plans.
�--�
Kalvin Switzer–Plans Examiner Date C actor and/ omeowner
equired when comments are present)
, _ �;�f���`� u �O ���� �'�� �- 31-v �
ai�-�saoozo City ofZephyrhills PermitApplication Fax-813-780-0021
' Building Department
Date Received Phone ConWct for Permitting �
Owner's Name 7 1 Owner Phone Number —� — ��( �
Owners Address � y �'1 f 1FF 7 �� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address 4�.e
JOB ADDRESS y �� *y�j.� Z� ,I,, �� LOT# �
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTCE)
WORK PROPOSED e NEW CONSTR � ADD/ALT � SIGN Q MOVE � DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK � FRAME Q STEEL Q OTHER
DESCRIPTION OF WORK F �r — � � ,� /(� � r� LC c�� �(I�
\
/ f �C
6UILDING SI2E SQ FOOTAGE �(� HEIGHT
Q BUILDING S VALUATION OF TOTAL CONSTRUCTION
i vJ
Q ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY 0 W.R.E.0
0 PLUMBING $ ��
0 MECHANICAL $ � �U VALUATION OF MECHANICAL INSTALLATION
Q GAS 0 ROOFING � SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA QYES QNO
BUILDER COMPANY �/J L�, �
SIGNATURE REGISTERED Y N FEE CURRENT Y/
Address ��/4 ��� S`�J+F.t� � qc �:�� License# �(7 L,(�����
ELECTRICIAN COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURREM Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
OTHER � � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N
Address License#
RESIDEN7IAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new construdion,
Minimum ten(10)working days after submittal date. Required onsite,ConsWdion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safery Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,ConsUUCtlon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must meet wmpliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construclion.
Directions:
Fill out appliwtlon completely
Owner 8 Contrador sign badc of application,notarized
If over 52500,a Notice of Commencement is required. (A/C upgrades over j5000)
"' Agent(for the contreGOr)or Power of Attomey(for the owner)would be someone with notanzed letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgredes A/C Fences(PlotlSutveylFootage)
Driveways-Not over Counter'rf on public roadways..needs ROW
`.l.:,
City of Zephyrhills
BUILDING PLAN REVIEW COMIV�NTS
Contractor/Homeowner: � � �J �-d r�`+ '� '-���'1
Date Received: �'� 3' C�f
Site: -�j ,�t�� 9�'`S�
Permit Type: pSe_ nc �s CC P dh �'L°� �/�"� �7(o S�'° �
��-�iS7`
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments:
f , /
� S
� U �/
�
a v��s �
- � �� � �
� ,
� �-P�r�
� � ��� �
�r1 �a J��1� ���tJo9
This comment sheet shall be ept wi e pemut and/or plans.
����q �
Kalvin Switzer—Plans Exam' r Date C � or and/or Horneowner
equired when comments are present)
SQ. FEET PRICE
MAIN OR LIVING 576 $109.47
OTHER AREA UNDER ROOF - $94.00
OTHER - $-
VALUATIO $63,054.72
FEE SHEE $336.00
ADDRES
DRIVEWA
BUILDING: $342.72
ELECTRICAL• $75.60
PLUMBING
MECHANICAL $35.28
SUB-TOTA $453.60
RADON. $5.76
TOTA 5459.36
SEWER $-
WATER $-
IRRIGATION $-
TOTAL: S-
WATER METER: $-
IRRIGATION METE $-
FIRE DEPARTMENT FEES
PLANS TOTAL
INSPECTION TOTAL
PERMIT TOTA
TOTAL $-
PUBLIC SAFETY IMPACT FEES
POLICE $-
FIR $-
5% $-
TOTAL. 5-
SUB-TOTAL $459.36
PARK IMPACT FEES S-
SIF'S $-
100.0°/ $-
1.0°/ $-
TOTAL. S-
TIF'S: S-
99°/ $-
1°/ $-
TOTAL: $459.36
Florida Energy Efficiency Code For Building Construction
Florida Department of Community Affairs
EnergyGauge SummitCe� Fla/Com-2008, Effective: March 1, 2009 -- Form 400A-2008
Method A: Whole Building Performance Method for Commercial Buildings
PROJECT SUMMARY
Short Desc: RDT Description: RDT Office Addition 576 e
Owner:
Addressl: 5344 9th Street City: Zephyrhills
Address2: State: Florida
Zip: 0
Type: Office Class: Addition to existing Building
Jurisdiction: ZEPHYRHILLS,PASCO COUNTY,FL(611600)
Conditioned Area: 576 SF Conditioned&UnConditioned Area: 576 SF
No of Stories: 1 Area entered from Plans 576 SF
Permit No: ��--�-� Max Tonnage 1.9
If different,write in:
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 1 of 8
Compliance Summary
Component Design Criteria Result
Gross Energy Cost(in $) 588.0 640.0 PASSED
LIGHTING CONTROLS PASSES
EXTERNAL LIGHTING PASSES
HVAC SYSTEM PASSES
PLANT None Entered
WATER HEATING SYSTEMS None Entered
PIPING SYSTEMS None Entered
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 this
Compliance Report
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 2 of 8
t �
CERTIFICATIONS
I hereby certify that the plan�and s cificatio s covered by this calculation are in compli e 't the
Florida Energy Code
Prepared By: J (,�� Building Official:
Date: �27 Date:
— �`
I certify 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: Reg No:
Electrical Designer: Reg No:
Lighting Designer: Reg No:
Mechanical Designer: Neil Fimbel HVAC Designs Reg No: BERS#959
Plumbing Designer: Reg No:
(") Signature is required where Florida Law requires design to be performed by registered design
professionals.
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 3 of 8
r ,
Project: RDT
Title: RDT Office Addition 576 e
Type: Office
(WEA File: FL_TAMPA INTERNATIONAL AP.tm3)
Building End Uses
1) Proposed 2)Baseline
Total 39.80 51.30
$588 $753
ELECTRICITY(MBtulkWhl$) 39.80 51.30
11666 15000
$588 $753
AREA LIGHTS s.ao 6.00
1593 1764
$80 $89
MISC EQUIPMT �.ao �.ao
2166 2166
$I09 $I09
PUMPS 8�MISC o.io o.io
2o i�
$I $I
SPACE COOL 1s.so i�.00
4641 4966
$234 $249
SPACE HEAT o.3o i.2o
85 355
$4 $l8
VENT FANS 1o.so i9.6o
3161 5732
$159 $288
Passing requires Proposed Building cost to be at most 85% PASSES
of Baseline cost.This Proposed Building is at 78.1°/a
EnergyGauge Summii�Fla/Com-2008. Effective:March 1,2009
8/26/2009
Page 4 of 8
Project: RDT
Title: RDT Office Addition 576 e
Type: Office
(WEA File: FL TAMPA INTERNATIONAL AP.tm3)
External Lighting Compliance
Description Category Tradable? Allowance Area or Length ELPA CLP
(W/Unit) or No.of Units (W) (W)
(Sqft or ft)
Ext Light 1 Main entries Yes 30.00 3.0 90 75
Tradable Surfaces: 75 (V�Allowance for Tradable: 90 (V� PASSES
All External Lighting: 75 (V�
Project: RDT
Title:RDT Office Addition 576 e
Type: Office
(WEA File: FL TAMPA INTERNATIONAL AP.tm3)
Lighting Controls Compliance
Acronym Ashrae Description Area Design Min Compli-
ID (sq.ft) CP CP ance
PrOZolSpl 17 Office-Enclosed 120 1 1 PASSES
PrOZo1Sp2 17 Office-Enclosed 120 1 1 PASSES
PrOZolSp3 17 Office-Enclosed 120 1 1 PASSES
PrOZolSp4 17 Office-Enclosed 120 1 1 PASSES
PrOZo1Sp5 5 Corridor 96 1 1 PASSES
PASSES
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 5 of 8
Project:RDT
Title: RDT Office Addition 576 e
Type: OfTice
(WEA File: FL TAMPA INTERNATIONAL AP.tm3)
System Report Compliance
PrOSyI System 1 Constant Volume Air Cooled No.of Units
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 13.00 12.00 13.00 PASSES
Split System<65000 Btu/h
Cooling Capacity
Heating System Electric Furnace 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 0.26 0.90 PASSES
System-Supply Constant Volume
Air Handling Air Handler(Return)- 0.26 0.90 PASSES
System-Return Constant Volume
Air Distribution ADS System 6.00 6.00 PASSES
System
PASSES
Plant Compliance
Description Installed Size Design Min � Design Min Category Comp
No Eff Eff IPLV IPLV liance
None
Water Heater Compliance
Description Type Category Design Min Design Max Comp
Eff Eff Loss Loss liance
None
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 6 of 8
Piping System Compliance
Category Pipe Dia ls Operating Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-in/hr Thick[in� Thick[in]
[F] .SF.F]
� None
EnergyGauge Summii0 Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 7 of 8
Project: RDT
Title: RDT Office Addition 576 e
Type: Office
(WEA File: FL_TAMPA_INTERNATIONAL_AP.tm3)
Other Required Compliance
Category Section Requirement(write N/A in box if not applicable) Check
Report 13-101 Input Report Print-Out from EnergyGauge FlaCom attached
Operations Manual 13-102.1, Operations manual provided to owner
13-410, 13-413 /
Windows&Doors 13-406.AB.1.1 Glazed swinging entrance&revolving doors:m�. ].0 cfm/ft2;all u
other products:0.4 cfin/ft2 �
Joints/Cracks 13-406.AB.1.2 To be caulked,gasketed,weather-stripped or otherwise sealed
Dropped Ceiling Ca�ity 13-406.AB3 Vented:seal&insulated ceiling.Unvented seal&insulate roof& �
side walls /
System L.i-407 HVAC Load sizing has been performed �
Reheat 13-407.B Electric resistance reheat prohibited �
HVAC Efflciency 13-407, 13-408 Minimum efficiences:Cooling Tables 13-407.AB.3.2.1A-D; d
Heating Tables 13-407.AB.3.2.1B, 13-407.AB.3.2.1D,
13-408.AB.3.2.1E, 13-408.AB3.2F /
HVAC Controls 13-407.AB.2 Zone controls prevent reheat(exceptions);simultaneous heating u
and cooling in each zone;combined HAC deadband of at least 5°F
(exceptions) /
Ventilation Controls 13-409.AB.3 Motorized dampers reqd,except gravity dampers OK in: 1)exhaust J
systems and 2)systems with design outside air intake or exhaust
capacity<300 cfm /
ADS 13-410 Duct sizing and Design have been performed J
HVAC Ducts 13-410.AB Air ducts,fittings,mechanical equipment&plenum chambers shall �
be mechanically attached,sealed,insulated&installed per Sec.
13-410 Air Distribution Systems �
Balancing 13-410.AB.4 HVAC distribution system(s)tested&balanced.Report in
construction documents �
Piping Insulation 13-411.AB In accordance with Table 13-411.AB.2
Water Heaters 13-412.AB Performance requirements in accordance with Table 13-412.AB.3. �
Heat trap required
Swimming Pools 13-412.AB.2.6 Cover on heated swimming pools:Time switch(exceptions); �.
Readily accessible on/off switch
Hot Water Pipe 13-411.AB.3 Table 13-411.AB.2 for circulating systems,first 8 feet of outlet �
Insulation pipe from storage tank and between inlet pipe and heat trap
Water Fixtures 13-412.AB.2.5 Shower hot water flow restricted to 2.5 gpm at 80 psi.Public �
lavatory fixture how water flow 0.5 gpm max;if self-closing valve
0.25 gallon recirculating,0.5 gallon non recirculating /
Motors 13-414 Motor efficiency criteria have been met �u
Lighting Controls 13-415.AB Automatic control required for interior lighting in buildings>5,000
s.f.;Space control;Exterior photo sensor;Tandom wiring with 1 or
3 linear fluuorescent lamps>30W
EnergyGauge Summit�Fla/Com-2008. Effective:March 1,2009
8/26/2009 Page 8 of 8
CERTIFICATIONS
I hereby certify that the plans and s ecifi ions covered by this calculation are in com i ith the
Florida Energy Code
Prepared By: ���1 Scl Building Official:
Date: -y�-D� Date: � `�4
I certify 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: Reg No: _
Electrical Designer: Reg No:
Lighting Designer: Reg No:
Mechanical Designer: Neil Fimbel HVAC Designs Reg No: BERS#959
Plumbing Designer: Reg No.
(") Signature is required where Florida Law requires design to be pertormed by registered design
professionals.
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Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc�
HVAC Designs RDT Office Addition 576 e�
Tampa,FL 33615 ___ ___ ___ _Paae 1�
Total Building Summary Loads �
Component Area Sen Lat Sen Total
Descri tion Quan Loss Gain Gain Gain
1A-cb-o: Glazing-Single pane,operable window,clear, 64.7 1,608 0 1,920 1,920
metal frame with break, outdoor insect screen with
50%coverage, u-value 1.08,SHGC 0.75
SF 1 Pane: Glazing-Storefront Glass 1/2 ", u-value 0.87, 20.5 411 0 1,652 1,652
SHGC 0.75
13A-4ocs:Wall-Block, board insulation only, R-4 board 490.8 1,616 0 1,143 1,143
insulation, open core,siding finish
16B-30-ad: Roof/Ceiling-Under Attic with Insulation on 576 423 0 941 941 II
Attic Floor(also use for Knee Walls and Partition
Ceilings),vented attic, no radiant barrier, R-30
insulation, dark asphalt �
22A-pm-t: Floor-Slab on grade, No edge insulation, no 72 1,955 0 0 0 I
insulation below floor,tile covering, passive, heavy
dry or light wet soil
Subtotals for structure: 6,013 0 5,656 5,656
People: 4 620 980 1,600
Equipment: 0 2,000 2,000
Lighting: 580 1,978 1,978
Ductwork: 1,489 458 1,806 2,264
Infiltration:Winter CFM: 0,Summer CFM:0 0 0 0 0
Ventilation:Winter CFM: 80,Summer CFM:80 2,023 2,521 1,407 3,928
Total Building Load Totals: 9,524 3,599 13,827 17,426
I Check Figures
-- -- - _ _ _-�
Total Building Supply CFM: 800 CFM Per Square ft.: 1.389
Square ft.of Room Area: 576 Square ft. Per Ton: 365
Volume(ft')of Cond.Space: 4,608
Building Loads i
-- - --�
Total Heating Required Including Ventilation Air: 9,524 Btuh 9.524 MBH
Total Sensible Gain: 13,827 Btuh 79 %
Total Latent Gain: 3,599 Btuh 21 %
Total Cooling Required Including Ventilation Air: 17,426 Btuh 1.58 Tons(Based On 73%Sensible
� Capacity)
� �Notes __ - - --- -- -- -] ,
Calculations are based on 8th edition of ACCA Manual J. �
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
i
II
,
- - -- - ---�
Wednesday,August 26,2009,3:20 PM
� 1
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
HVAC Designs RDT Office Addition 576 e
, Tam a FL 33615 _ _ Pa e 2
S stem 1 Room Load Summary _ _ _ _ _ _ _ �
Htg Min Run Run Clg Clg Min Act
Room Area Sens Htg Duct Duct Sens Lat Clg Sys
No Name __ SF Btuh CFM Size Vel Btuh Btuh CFM CFM
---Zone 1---
1 Nw Office 120 1,346 31 1-7 569 2,359 155 107 152
2 Sw Office 120 1,346 31 1-7 569 2,359 155 107 152
3 Ne Office 120 2,012 46 1-8 476 2,577 155 117 166
4 Se Office 120 2,012 46 1-8 476 2,577 155 117 166
5_Hall _ __96 _785 18 __ 1-8 470 2,548 0 116 164
� -- - -- --
i Ventilation 2,023 1,407 2,521
Duct Latent 458
System 1 total 576 9,524 171 13,827 3,599 565 800
[Cooling System Summary �
Cooling Sensible/Latent Sensible Latent Total
Tons
�_ _ _ __ Split _ Btuh _ Btuh Btuh
Recommended: 1.58 73%/27% 13,827 5,114 18,941
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Wednesday,August 26,2009,3:20 PM
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Rhvac-Residentlal&Light Commercial HVAC Loads Elite Software Development,Inc.1
HVAC Designs RDT Office Addition 576 eJ
Tam a FL 33615 ___ Page 1
Manual D Ductsize - Duct System 1 -Supply
� ---Duct Name,
'i etc. Roughness Diameter Velocity SPL.Duct
� Type Temperature Width Loss/100 SPL.Fit
Upstream Length Height Fit.Eq.Len SPL.Tot
Shape CFM Area SP.Avail SPL.Cumul
Sizing
---Duct Name:SMT-100, Feeds Into: Nw Office, Fittings: 1-C,8-63CO3 Effective Length:33.9
I Trunk 0.003 14.1 678 0.006
� Up: Fan 55 10 0.077 0.020
Rect 7.5 17 26.4 0.026
Schedule 800 33.8 0.146 0.153
--Duct Name: 12x8,Supplies: Ne Office, Fittings:4-H, 11-A2, Effective Length: 53.7
Runout 0.01 8 476 0.005
Up:ST-110 55 6 0.098 0.047
Rnd 5.3 9.1 48.4 0.053
Schedule 166 11 0.009 0.290
---Duct Name: 12x8,Supplies: Se Office, Fittings:4-H, 11-A2, Effective Length:62.6
Runout 0.01 8 476 0.014
Up: ST-110 55 6 0.098 0.047
Rnd 14.1 9.1 48.4 0.061 �
Schedule 166 29.6 0.000 0.298 �
---Duct Name: 12x8,Supplies: Hall, Fittings:4-H, 11-A2, Effective Length: 54.3
Runout 0.01 8 470 0.006
Up: ST-110 55 6 0.096 0.046
Rnd 5.9 9 48.4 0.052
Schedule 164 12.3 0.009 0.289
---Duct Name: 12x8,Supplies: Sw Office, Fittings:4-H, 11-A2, Effective Length: 54.7
Runout 0.01 7 569 0.024
Up:SMT-100 55 5.4 0.167 0.068
Rnd 14.2 7.7 40.5 0.091
Schedule 152 26 0.054 0.244
---Duct Name: ST-110, Feeds Into: Nw Office, Fitting: 11-A2, Effective Length: 73.5
Trunk 0.003 10.9 714 0.003
� Up: SMT-100 55 10 0.115 0.082 i
Rect 2.5 10 71.0 0.085
Schedule 496 8.3 0.061 0.237
---Duct Name: 12x8, Supplies: Nw Office, Fittings:4-H, 11-A2, Effective Length:46.2
Runout 0.01 7 569 0.010 �
Up:SMT-100 55 5.4 0.167 0.068
Rnd 5.7 7.7 40.5 0.077
Schedule 152 10.5 0.068 0.230
Report Units: Pressure: in.wg, Duct lengths:feet, Duct sizes: inch,Airflow: CFM,Velocity:ft./min,Temperature:°F
Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply,they are at the
exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return i
runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for I
the supply main trunk indude any device pressure losses entered, and the cumulative may also include the total I
static pressure loss of the return side.
,Su m ry - - - - - __ --_ - -_��
Wednesday,August 26,2009, 3:39 PM
. � .
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
� HVAC Designs RDT Office Addition 576 e I
�Tampa.FL 33615 _ _ Pa e 2
� Manual D Ductsize - Duct System 1 -Supply (cont'd)
i Summary -- --- — ---�
Number of active trunks: 2
Number of active runouts: 5
I
Total runout outlet airtiow: 800 ;
Main trunk airtlow: 800
Largest trunk diameter: 14.1 SMT-100
Largest runout diameter: 8 12x8
Smallest trunk diameter: 10.9 ST-110
Smallest runout diameter: 7 12x8
Supply fan external static pressure: 0.298
Supply fan device pressure losses: 0.000
Supply fan static pressure available: 0.298
Runout maximum cumulative static pressure loss: 0.298 12x8
Return loss added to supply: 0.127
Total effective length of return (ft.): 171.8 18x18,14",-720 CFM
Total effective length of supply(ft.): 169.9 12x8
Overall total effective length (ft.): 341.7 18x18,14",-720 CFM to 12x8
Design overall friction rate per 100 ft.: 0.087 (Available SP x 100/TEL)
Actual overall friction rate per 100 ft.: 0.087 ((Cumul.-Device loss)x 100/TEL)
System duct surface area(Scenario 1): 131.6 Main (Not linked to duct load)
Total system duct surface area: 131.6
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Wednesday,August 26,2009, 3:39 PM
n • a
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.
HVAC Designs RDT Office Addition 576 e
�Tampa,FL 33615 _ _ ___ _ Pa e 3
Manual D Ductsize - Duct System 1 - Return _ __ _ �
---Duct Name,
etc. Roughness Diameter Velocity SPL.Duct
Type Temperature Width Loss/100 SPL.Fit
Upstream Length Height Fit.Eq.Len SPL.Tot
Shape CFM Area SP.Avail SPL.Cumull
I Sizing__ �
---Duct Name: RMT-100, Feeds From:Sw Office, Fitting: 5-A, Effective Length:43.7
Trunk 0.003 14 698 0.002
�I Up: Fan 75 11 0.078 0.032
I Rect 3.0 15 40.7 0.034 �
Nearest Inch 800 13 -0.092 0.127 �
� — — --- --- -- -- -- -
---Duct Name: 18x18,14",-720 CFM, Returns From: Hall, Fittings: 10-A,8-D2, 6-F, Effective Length: 128.0
Runout 0.01 15.1 600 0.005
Up: RMT-100 75 12 0.072 0.087
Rect 7.2 16 120.9 0.092
Nearest Inch 800 33.4 0.000 0.092
Report Units: Pressure: in.wg, Duct lengths:feet, Duct sizes: inch,Airflow: CFM,Velocity:ft./min,Temperature:°F
Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply,they are at the
exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return
runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for
the supply main trunk include any device pressure losses entered,and the cumulative may also include the total
i static pressure loss of the return side. ,
�Summary - -- - - - - - — - - -- �
Number of active trunks: 1
Number of active runouts: �
; Total runout outlet airflow: 800
i Main trunk airflow: 800 I
Largest trunk diameter: 14 RMT-100
Largest runout diameter: 15.1 18x18,14",-720 CFM
Smallest trunk diameter: 14 RMT-100
Smallest runout diameter: 15.1 18x18,14",-720 CFM ,
Runout maximum cumulative static pressure loss: 0.092 18x18,14",-720 CFM
Return loss added to supply: 0.127
� Total effective length of return (ft.): 171.8 18x18,14",-720 CFM
System duct surface area(Scenario 1): 46.4 Main (Not linked to duct load)
Total system duct surtace area: 46.4
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Wednesday,August 26,2009, 3:39 PM
. . .
Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc.
HVAC Designs RDT Office Addition 576 e
`Tampa,FL 33615 Pa e 4
Manual D Ductsize - Pressure Changes Graph -System 1 j
Pressure Changes Through Route with Highest Static Pressure Loss
0.3
0.2
3 0.1
c F
�
�
w
� w A
�, a 0.0
G
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-01 g
C
-0.2
�— Static Pressure Available
Total Pressure Available
jNotes: Return side point values are at entrance of duct,while supply side points are at exit. When a return
system is present,an additional return side point named[Fan Entrance] is drawn in the graph to show the static
pressure available at the entrance of the fan. When a supply system is present,and an additional supply side
point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure
losses entered for the supply main trunk are accounted for between the fan entry and exit points. �
[Point Name _ _ Static Pressure Available Total Pressure Available�I
A 18x18,14",-720 ;
CFM 0.000 p.p22
B RMT-100 -0.092 -0.062
C [Fan Entrance] -0.127 -0.097 ;
D [Fan Exit] 0.172
0.201 �
E SMT-100 0.146 0.175
F ST-110 0.061 0.094
, G 12x8 0.000 0.014
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Wednesday,August 26,2009, 3:39 PM
LF-GsE ` D
0 E
EISRGEI CY/ EXIT
CUPLEX
UGUT GCMgC JNIT
i3O V
CJ-LET
WP
L
�F41 it
DUPLE I C v
OUTLET WATER F'RCCF
2 X 4' 4 BULB
FLUCF?ESCENT FiX7'JRE
SURFACE '10UNT
LIGHT FIXTURE
3WI1GH
FE
FIRE EXTNGlJ.54!ER
ZA
?ULL FIRE ALARM
BREAKER BCX
220 CUTLET
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HCLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL 114 GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWiNG$, BUT IN THE EVENT ERRCRB OCCUR THE DESIGNER WILL NOT BE LIABLE FOR C08T OF
REPAIRS OR DELAY TO THE CONSTRUCTION
ELECTRICAL. PLAN 1/411 ® 1, 011
GENERAL ELECTRICAL NC1ES FOR ADDITIONS:
EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
BE INSPECTED BY ELECIRICAL CONIRACTCR PRIOR TO
THE ADC:ITION ELECTRICAL WORK BEING STARTED, IF THE
EXIaTiNG SERVICE CAN NOT HANDLE LOAD FROM T14E 14EW
ADDITION THE SERVICE WILL HAVE TO BE J° GRADED TO
MEET LOCAL AND STATE OF FLCRIDA BUILDING CODES,
N.V.A,C, 5Y5TEM UNir TO BE DESIGNEE)
E3Y LiCENeED H.V,A,C, CONTRACTOR
TO tMEET COED REOUIREMENTS
H, Y .{ -.C. PLAN 1/411 : ,I OII
AIR NANDLER INSTALLED IN ATTIC 4REA5 OF
COMMERCIAL BU'LDING h`IU5T COMPLY WITI-4
FLCRIDA MECHANICAL CCED 2001 AND ALL
2009 5lJPPLEt� ENT:5,
6COPE OF WORK:
(1) WILL BE REMOVING COLUMNS AND WOOD BEAM
AND AT FORTE COCI -ERE IN ORDER TO LAY
NEW BLOCK WI41-1-5 BELOW EXi5TING ROOF
(2) REMOVE EX15TiNG rLA5 DOOR AND INSTALL IN
NEW E45T BLOCK WALL
24' 0
- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - -- i
I � �
I �
r7XISTING E,As*r sIrDE
FLOOR PLAN 1/411 s 1, 011
'%d' nn
- EXISTING ROOF LINE
THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY
WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION 903 - STRUCTURAL"
OF THE FLORIDA BUILDING CODE 2001 - EXISTING BUILDING AND 2005
SUPPLEMENTS
EX 16T I G r=,4 e>'r e v -=
r-LOOR PLAN 1/4 if m 11 OII
DRILL INTO EXISTTNG SLAB AND EPCXY 05
VERTICAL REBAR AT ALL CORNERS, EACH
S DE OF OPENING$ AND SPACED MAXIt-11JM
a O" OC TO TOP OF WALL
w't$ sse W iAvi ,d this rayfe.v d 0 -ans SlAmited is a
(11SWN I fats fll the C iriffa.tor in m. npl'a)w l w)
yV IIV'' la No o fety C *1a3, WS fev"'aw is not intet),AA.
H) to a idtt .j V;fovi l of U"a S- 11blllitted r)a113. It is tine
� qtr tix's •:4s fa +, t13 ility t�� nsljre that the Mans safe its
cx. -"' 'ate CrN►tO .4A vcil) CA + af'a NFPA CN1= s ald
kX4 aftf t11:2nCO3. In the w. -Silt That fi.�der exauoinativn or
silo itl.4'ect.w f$'r`ea!'�S wac -S of no' (omplf ooe, it shall
tt"le C *0a00es $0!4 at they We expense l to
MN ftso of as i1 C, )jnpl'j ;y4'p,, 1`hpj. t ity a 1lfneS no
fG'3+POISbRy br tho C+stlt ;YtVs failure t4 b i in �A— lir)1.2t
with all P!k -t.!o NF PA Couless wd local Ixt 5v3ff.0.
SUBMITTED PLAN(S) HAVE BEEN REVIEWED
BY'ZEPIiYRIiILL p MARSHAL'S OFFICE
Date
Reviewar:
�S
ALL COMPLY W ITH ALL
PREVAILING CODES, FLORIDA KILM"(3
CODE, NATIONAL ELECTRIC CODE ANr1
CITY OF ZEPIHYRHILLS ORDE ANCES
I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTAC},ED
DESIGNS AND FOUND IT TO E+E IN COMPLIANCE WITH CHAPTER
I6, 5ECTION 1509 OF THE FLOR10A DiILDMG CODE FOR 120 MPH
(3 SECOND GUST) WIND ZCNE - 100 FiPH FASTEST FPEED AND THE
ENTIRE 1001 FLORIDA BUILDING CODE, AND ALL 2009 SUPPLEMENTS
T,L. HANS014 P.E. LICENSE NO. 39654
P.O. BOX 1718, DA:DE CITY, FL 3.3526
(3P-NrR ,AL NO TF-9:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
AND 2009 5UPPLEMENI5
T.L, HANSON 4 A5SCCIATE5 A REGSTEREED LICENSED, FLORIDA PROFESSIONAL
ENGINEERING COMPANY: NA5 APPLIED " RATIONAL ANAL- "815" FOR THE SIRUCTURAL
DESIGN OF THIS STRUCP,RE
THE BUILDING ( INCLUDING ALL C- OIiPCNEN15 AND CLADDINGS SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS
FLOORS:
LIVE LOADS 40 P.S.F,
DEAD LOADS - 10 P.S,F,
GARAGE SLAB:
LIVE LOADS - 50 P.6,F,
DEAD LOADS - 10 P.5.F.
ROOF
LIVE LCADS (TRIJ6a TOP CORD) - 20
DEAD LOADS (TRUSS TOP CORD) - 10 P.5.F,
DEAD LOAD (IRL166 50TTOM CORD) - C
A55Ui'+ED IRU55 SELF WEIGHT ( DEAD LOAD) - 1 P.5.F,
WIND DESIGN A55UMPTIONB:
COMPLIES WiTH SECTION IC-O9 F.B.G.
WIND SPEED 120 MPH
BUILDING EXPOSURE - B
BUILDING IMPORTANCE FACTOR - 1.0
MEAN RCCF HEIGHT 30' OR LE65
HEIGHT 4 EXPOSURE ADJU81'MENT5 COEFFICIENT • 1,0
ENCLOSED BUILDING
INTERNAL PRE66URE COEFFICIENT - + / - 0.18
COMPONETS 4 CLADDING F5F ROOF - 14.9/ -50,1 WALL - 25,9/ -34,1
OVER HANG • -61,2
801L BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF
2000 P.5.F.( MINIMUM ) THE CONTRACTCR/PROPERTY OWNER IS RESPONSIBLE FOR VER;FT'ING
THAT THE SOiL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED 5Ue- -4 THAT IT CAN
SUPPORT A 2000 P.$.F, FOUNDATION LOADING
T.L. HANSON 4 A$60CIATES A REGISTERED LICENSED FLORIDA PROFE66ICNAL
ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
811E NOR PERFCRMING ANY SOIL TESTING
T.L. HANSON t 45SCCIATE5 SHALL NCT BE RE6PCN61BLE FCR THE SITE 501L ABILITY TO SUPPORT
THE BUILDING LOADS
FOUNDATION ! SLAB - ON- GRADE NOTES :
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:.
ANY ADDITIONAL FiLL PLACED ON THE BUILDING PAD AREA, $HALL BE COMPACTED
SUCH THAT IT CAN ADEOUAIFLY SUPPORT A 2000 P.5.F, FOUNDATION LOADING, SLAB
6HAJ -L BE PLACE OVER A 6 MiL VAPOR BARRIER ON CLEAN ADE'.,i+.IATELY CCMPACTED
AND TERMITE POISONED SOIL
CONCRETE UT!UZED IN THE FOUNDATION AND 6LA5$ SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 P.B,F,
REINFORCING STEEL SHALL BE GRADE 40 M411UM AND !DENiIFIED IN ACCORDANCE
WiT14 451M A -615, LAP SPLICES, WI-IERE REQUIRED SHALL BE A MINIMUM OF 25" FCR
"5 REBAR , 30" FOR "6 REBAR t 35" FOR •1 REBAR
PLAN$ ARE ENGINEERED FOR A MAXIMUM 51EMWALL HEIGHT OF 4 COURSER l AFTER
FINAL 611E GRADIN(^s) THE CONTRACTOR OR BUILDING OWNER SHALL DEIERi TINE THE
EXACT STEMW'ALL HEIGHT BAS= UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
ATJD CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
A FOUNDATION SURVEY SHALL BE FERFORMED AND A COPY OF THE SURVEY SHALL_ BE 011 61TE
FOR THE BUILDING INSPECTORS USE , OR ALL PROPERTY MARKERS 6HALL BE EXPG6ED AND A
STRING 5TRECTED FROM MARKER TO MARKER TO VERIFY RE�=RED SET BACK$
MASONRY WALLS-
CONCRETE MASCNRY U14IT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WiTH A6TM C -90
AND SHALL HAVE MINIMUM F'l'1 OF 1500
MORTAR 6HALL CONFORM TO ASTT1C -210 AND SHALL BE EITHER TYPE M OR 5
REINFORCING STEEL SHALL BE GRADE 40 MiNIMUM AND !DENTIFIED IN ACCORDANCE
WiTH A5TMA -615, LAP 6f'LICE6 WHERE REQUIRED SHALL BE .4 MINIMUM OF 25" FOR -, REBAR
30" FOR 06 REBAR AND 35" FOR 01 REBAR,
GROUT FOR THE POURED CELLS AND LINTEL$ 6HALL HAVE A MAXIMUM COURSE AGGREGAIE SIZE
OF 3i8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMF'RES6IVE STRENGTH OF
2000 P.5,1. ( WHEN TE81ED PER A51M C -ICI9 )
FRCVIDE CLEAN OUT OPENINGS ( 12 50, IN, ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
TIMBER MAIERIAL6:
INTERICR 811.ID WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SiNGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 12 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC, WALLS TO HAVE I/2" GYPSUM BOARD EACH SIDE,
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH IN$ MUST BE COMPLETE, INSFECTED AND APPROVED
PRIOR TO REOUE$TING T14E FRAMING INSPECTION.
SOIL TERMITE TRF�Tt1ENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING PESTICIDES
APPLIED TO SOIL. CR WOOD, BATING SYSTEM5, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
A CERTIFICATE OF COMPLIANCE" 6HALL BE TO THE BUILDING DEPARTMENT BY A LICENSED
PE8T CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE
SHALL STATE; (PER FBC)
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 6UBIERRANEAN
TERMITES, TPE TREATMENT 1.13 INACCCRDANGE IXITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMERS SERVICES
INITIAL SOIL POISONING 7T'REATMENT 614ALL BE DONE AFTER ALL EXCAVATION
BACKFIIJ ING 4 COMPACTION ARE COMPLETE ( PER FBC)
ATTACH MINIMUM 3/4" P "T, BUCK
STRIP THAT 15 THE MINIMUM WIDTH
OF DOOR FRAME USING .09•TXI 3/8"
T- NAILS MAXIMUM 10" CC,
LIN
ANY SOIL D151URBED AFTER THE INITIAL 1REATT -IENT 64 -TALL P_•E RE- TREATED
INCLUDING ANY BOX OR FORMED AREAS (PER rtBC)
BOXED AREA IN THE --CN C;REIE 5LAP3 FOR INSTALLATION OF TRAPS $144L.L ESE MADE
WITH PERMANENT METAL OR PLASTIC FOR`1$, PERMANENT FORMS MUST BE OF AN
ADEQUAIE SIZE 4 DEPTH TO ELIMINATE ANY D15TU'RBANCE CF THE 5CIL AFTER THE
INITIAL TREATMENT ( PER FBC)
A MIN!ttUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
BE REQUIRED (PER FBC)
ANY CONCRETE OYERFOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUTC)AT10N
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR 5CIL IREAIMENT. ( FER FBC)
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12" OF T1-'E 51RUCTURE SIDE WALLS (PER F13C)
AN EtIERIOR YERIICAL CHEMiCAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 15
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL D18TUR5ED AFTER THE
VERTICAL BARR ER 16 AFPLIED, SHALL BE REiREAiED (PER F5C)
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM T14E BUILDING
SIDE WAIL5 (PER FBC)
.AFTER ALL WORK 15 COMPLETE ANY L006E WOOD AND FILL NTU$T BE RET -i0YED FROM
BELOW AND WITH IN 12" OF THE BUILDING. THIS 5 +4ALL INCLUDE ALL GRADE STAKES TLIB
TRAP BOXES, FORMS, 6HORiNG AND ANY OTHER CELLULOSE CONTAINING MATERIALS
PER (FBC-)
THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOU$ FINISH LESS THAN 5/9' THICK ADHERED DIRECTLY ONTO T14E FOUNIDATiON WALL)
AND FINAL EARTH GRADE 644ALl_ NOT BE LESS THAN 6" TO ALLOW ;--OR IN6PECIICN FCR FUTURE
TERMITE INFESTATIONS (PER FBC)
EX ERROR WINDOW 4 DOORS:
ALL EtTERICR WINDOWS 4 C-rLA58 DOORS OR ENTRANCE DOOR SHALL BE TE61ED IN ACCORDANCE WI711
AN61 /AMMA/NW''WDA 101/152 STANDARD AND BEAR AN AMMA OR IWDMA LABEL. IDENTIFYING THE MANUFACTURE
FERFCRMANCE CHARACTERISTICS AND APPROVED PRODW T TESTING ENTITY
ALL 11ULLION5 AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DE61GN LCA05 TO THE RCIUG14 OPENING SUB5TRAIE
INSTALL ALL WINDOW'S 414D DOOR 466EME.LIE6 PER THE MANUFACTURE ANCI40RING RECOMMENDA T iCNS
TO ACHIEVE T14E DESIGN FRE66URES SPECIFIED
ELEC11RiC:AL, PLUMBING, t MECHANICAL:
IN ACCORDANCE WiT14 CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMIN161RATI' ✓E CODE: ELECTRICAL
PLUMBING AND MECHANICAL 5 -$1EM$ 60ALL BE DENGN'ED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL 5'i SIEMS DRAWN HERON
ARE BASE UPON A DESIGN PRCVIDED BY THE OWNER TO ADDRESS His /HER REQUIREMENTS,
ALL ELECTRICAL OUTLE15 IN 5ATHRCOM5, rITCHEN, (WITHIN 6' FEET CR 51N<8), GARAGE AND AT
EXI'ERICR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INIERRUPIER "GPI" CIRCUIT
ALL ELECTRICAL CUTLET5 IN BEDRCOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INIERRUPIER
"API" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL UJAY AREAS ADJACENT
TO BEDROOM AND CT14ER LIVING AREAS
GROUND WIRE FCRM REBAR TO ELECTRICAL PANEL PER N.E.C.
&AFETY GLAZING:
THE FOLLOWING 614ALL BE CONSIDERED SPECIFIC HAZARDO+.IS LOCATION FOR THE PURPOSE OF
GLAZING
(1) GLAZING IN OWING DOORS, FIXED AND SLIDING PANEL OF 6LID!N5 DOORS
ASSEMBLIES
(2) GLAZING IN DOCR6 AND ENCLOSURES FOR RIOT TU55, WHIRLPOOLS, SAUNLA$, 5TE,AM
ROCI -15, BATHTUBS AND 6140WER5, GLAZING IN ANY PORTION OF A BUILDING WALT
ENCLOSING THESE COMPARII iENT$ WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 6p" ABOVE THE GRAIN INLET
(3) GLAZiNG IN INDIVIDUAL FIXED CR Cf ErV E l.E PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE 15 +WITHIN A 24" RADIUS OF THE DOOR IN A OLC6ED
POSITION AND WHO5E BOTTOM EDGE 18 LESS THAN 60" ABO""F- THE FINISH FLOOR OR
WALKING eURFACE
(4) GLAZING IN AN INDIVIDUAL FIX p OR OPER -IBL£ PANEL_ CTHER THAN THOSE LOCATIONS
DESCRIBED IN (TENS (2) AND (3) ABOVE . TI4AT MEETS ALL OF THE FOLLOWING
(A) EXFCEED AREA OF AN IN(DIYIDUAL PANE GREATER THAN S 50. FT,
(B) BOTTOM EDGE LE65 THAN 0" ABOVE 'THE FLOOR
(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
OF THE PLANE OF TIME GLAZING
DRAFT&TOFFING:
IN 51NGLF- FAMILY DWELLINGS, DRAFT5TCPPINGS SHALL BE PRCVIDED ( PARALLEL TO THE MAIN
FRAT-iING MEi IBERg) IN FLOOR / CEILING 456EMBLIE$ SEPARATING U6E45LE SPACES, DRAFT5TOPrING
SHALL BE CON51RUCTED SUCH THAT THE FLOOR / CEILING AS6ET 1BLEY 18 BROIGFN UP INTO TWO OR MORE
APPROXIMAIED AREAS WiTH NO AREA GREATER THAN 1000 60.FT.
ATTIC ACCESS:
ATTIC ACCE66 614ALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT. AND HAVING
MINIi,TUM 30 INCHES OF VERTICAL FIEIGHT, ROUGH FRAt IED OPENING NOT BE LEO$ THAN 22"X30"
INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT 5NALL BE INSTALLED IN
ACCORDANCE WITH 2004 FLORIDA BUILDING CODE RESIDENTIAL - 6ECTiON M1305.1.3
SECURING PREHUNG TO BUCK 51RIF6
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION, ALL
ANCHOR SCREWS MUST PENEETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIt"1Ut"i 1/4" SPACE BETWEEN i'3UCK
AND DOOR JAMES
._._j _
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
I --
1
LOCK DOOR , TTACHII Ni r) .rAIL
THE CLIENT UNDERSTANDS THAT 114E DESIGNER CARRIES NO LIABILITY INSURANCE AND THFREFORE
AGREES TO HOLD HARMLESS, !DEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, L086E$ AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
FROJEC:T, THE DESIGNER WILL lid GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BU7 IN THE EVENT ERRORS OCCUR T}-IE DESIGNER (WILL NOT Bt LIABLE FCR COST OF
RF_PAIRS G`R DELA'Y TU THE GUNSIR'UCTiOty
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT IS THE MINIMUM WIDT14 OF YOUR
WINDOW FRAME USING .091 X 1 3/8"
T- NAILS MAXIMUM 10" Or
CAULKED WINDOW PER YC
WINDOW M NUFAC'TUt ES S
RECOMMENDATIONS TO t't
LOAD AND COMFIR5.56ION
FOR YOUR JOE3 LOCATION
EXISTING ROOF TRUSS SYSTEM
ADD MINIMUM R -22
INSULATION IN ATTIC
AREAS
1/2" CEILING TYPE GYPSUM BOARD
SINGLE COAR6E LINTEL BLOCK AT TOP WITH
(1) 05 REBAR TIED TO ALL VERTICAL RODS
3/4" P,T, FURING AND 3/4" TUFF R
INSULATION BOARD (R 4,5) ATTACHED
TO INTERIOR OF BLOCK W4LL5
POUR 3000 PSI CONCRETE WITH FIBERi`lE°
OVER TOP OF EXISTING SLAB 70 RAISE THE
ELEVATION TO MATCH EX15TING BUILDING
TEt`(FORARY SUPPORT ROOF AND REMOVE EXITING SLAB
BEAMS AND COLUMNS, THEN LAY NEW BLOCK
WALL 53ELCLU TRU56E5
3`" X 8" X '.6" KNOCK OUT BLOCK
,,OP COARSE WiI'N 1 05 HORIZONTAL
II-- II R ?ESAR TIED TC ALL VERTICAL ROD5
0
8" PRECAST LINTEL BLOCK
S OVER ALL OFENTJGS. I EACH
'O: 1!5 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 5'2"
5TANDARD, f--RECAST DETAIL
SECURING WINDOW TO BUCK STRIPS PE1R
YOUR MANUFACTURES INSTRUCTION TO M55r
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOE3 LOCATION. ALL ANCHOR SCREW5
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND Th4Ef�E SHALL BE A MAXIMUM 1/4"
SPACE Bi=TWFEEN BUCK AND WINDOW FRAMIr
E3LO(.';K l.JINDOLU A "rTACHhlENT DETAIL
t
CUT WALL SECTION DETAIL
NOT TO 6CALE
DRILL 1 "X6" HOLE INTO EXISTING WALLS 2
AND EPDXY 05 REBAR FROM NEW BLOGf
INTO EXISTING BLOCK WALL, REBAR TO
LONG WITH 6" INTO EXISTING WALL 6" IN I
BLOCK WALL
VERTiCAL REBAR E.PDXIa,-
SLAB BEFORE POURING CONCRETE CAP
USE (1) SIMPSON HETA20 STRAP AT EACH
TRUSS LOCATION POURED IN PLACE, FILL
ALL NAIL HOLES TO TRUSS WITH IODXi 1/211
NAILS ( FL "11413 )
S" PRECAST LINTEL OVER
ALL WINDOW AND DOOR
OPENINGS
DECORATIVE CEMENTITIOUS
FINISH TO MATCH EXISTING
BUILDING
DRILL INTO EXISTING 6L45 AND EPDXY 05
VERTICAL REBAR AT ALL CORNERS, EACH
SIDE OF OPENINGS AND &PACED MAXIMUM
8'O" CC TO TOP Cr- WALL
DRILL 1" X 6" HOLE INTO EXISTING BOND BEAM
AND EPDXY 005- RE1:3AR FROM NEW BOND BEAM
INTO EXISTING BOND BEAM.
NEW BLOCK WALL TO rzxianNG WALL DrETAL
NOW TO SCALE
T 'TOP AN
OD IN BEMEEN
I HF -REBY CERTIFY -FIAT I HAVE REVIEWED THE ATTACHED
DESIGN& AND FOUND IT TO BE iN COTPLIANCE WITH CHAPTER
I6, 59--TICN i609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
(3 5ECONV GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
ENTIRE 2001 FLORIDA BUILDING CCoM AND ALL 2009 5UPPLEMENT5
_ 8 I
T.L, HAN50N P.E. LICENSE NO, S8G54
P.O, 5OX 1128, DADS CITY, FL 33526