HomeMy WebLinkAbout15-16107 CITY OF ZEPHYRHILLS
5335-8TH STREET
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'' BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16107 Address: 7556 MERCHANTVILLE CIR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CRESTVIEW HILLS
Est. Value: Parcel Number: 35-25-21-0120-00000-0660
Improv. Cost: 4,900.00 OWNER INFORMATION
Date Issued: 4/09/2015 Name: SUAREZ, COREY/VENTON, ALEXIS
Total Fees: 90.00 Address: 7556 MERCHANTVILLE CIR
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/09/2015 Phone: (813)298-8714
Work Desc: POOL ENCLOSURE W/ EXTEND ROOF 540 SQ
CONTRACTOR S APPLICATION FEES
LIGHTNING ALUMINUM INC BUILDIN FEE 90.00
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Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC 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: 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 fi) 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.
"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 Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
NT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
� RfOTICE OF DEED RESTRICTIOMS: 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 wilh any
� a�plicable deed restrictfons.
; ' U�ILICENSED COf�TRACTORS AIdD CONTRACTOR RESPOPISIBILITIES: 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 10 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.
TF2ANSPORTATIOPI IBflPACT/UTILIY9ES IIIflPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buiidings,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,ihe fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
' COPISTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the appiicant, 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"awner"prior to commencement.
COPlTRACTOR'SIOWNER'S AFFIDAi/IT: I certify that all the information in this application is accurate and that ail 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 otfier 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, VVetland Areas and Environmentally Sensitive
Lands,WatedWastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative ServiceslEnvironmental Nealth 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 fili:
- 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 fili 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 certify 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�4GENT FOR THE OWPIER, I promise in good faith to inform the owner of the permitting conditions set forih 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 Iicense 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 Buiidirig 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
jusC�fable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
VNARPJING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEiNENT fVIAY ftESULT IN YOUR
PAYING TWICE FOR 111�PF20VEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAIdCING,CONSULT
WITH YOUR LENDER OR/AN ATTORNEY BEFORE RECORDING YOUR PIOTIC MENCEMENT.
FLORIDA JURAT(F.S.117.03) �
OWNER OR AGENT CONTRACTOR '
Subscrlbed and swom to(or affirmed)before me Ihis bs,Frl e�nd swo¢i to or affirme )bE{ore me this
by '7 <S by Ct �c_t;T�1�tc r•�
Who ls/are personally known to me or has/have produced Wh0.1s/are personally known to me or has/have produced
as Identlfication. G—�..- �Qt�['l I�CE:.59-- as iden6ficafion.
Notary Publlc •'. 'a • '� �`'� Notary Public
com 3 ' �`c_ ommission#FF 1 22
Commisslon No. ;_ �
",;., .
''��, F f��`,, Bonded Tlw Tr fein Insurence BOOJ85-7019
Name of Notary typed,printed or stamped Name
813-780-0020 City of Zephyrhills Permit ApplicationJ--�"---"--�x-813-780-0 �
Building Departmenl �
Date Received Phone Contact for Permittin gl G� ( �
rrr-r n-i r �- --
j Owner's Name �� f}�ek , r Z, Ow Phone Number
}
Owner's Address �5�L' mecCftt^^Ztv�Ue..(,ir,Le,�n�Ph�115��33'• � Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS 755t� 411er�h�,n�v�II� C�r• �C, }���<<11��S1 FL 3��U LOT# ��
SUBDIVISION 1..����1�@.W }����5 pA}ZCEL ID# �JGJ�'L�� L,— ��Zd`Q(��.00 '��i�(]
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e N TALLSTR e REPAIR � SIGN � � DEMOLISH
PROPOSED USE � SFR Q COMM � OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME � STEEL Q
DESCRIPTION OF WORK \�RS�I`� � �`(�CWSI�'� �SVQ,`( ��� (-�Cr� � I ��Q ���.y.
` ♦
BUILDING SIZE SQ FOOTAGE� HEIGHT �
�BUILDING $ f //t/��� VALUATION OF TOTAL CONSTRUCTION
.'/ 'Tl/t:/
�ELECTRICAL � AMP SERVICE � PROGRESS ENERGY � W.R.E.C.�
OPLUMBING $ � I�"i ��ri\ �Q/t`C(,t.Y-*��
2 ��.,�o
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �- /�„�
/n , iJ ��—�((i'n
� !/ /
�GAS � ROOFING � SPECIALTY � OTHER ,/
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO V (V�G V .fG l�/�O�
�f•s
^
BUILDER 1 1 �. �V G�OMPANY L�� h+r��� �/�G(j�'1/nG(���Yl
SIGNATURE V`� � REGISTERED Y/ FEE CURRE� Y/N
Address v��7 /Q�'M. License# , (� �'j(_pQ�
ELECTRICIAN COMPANY —�
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y I N FEE CURRE� Y/N
Address License#
IIIIIIIIIIIIIIIIIItlllllltlllllllllltllllllllllllllllllllllllllllll
ftESIDENTIAL Altach(2)Plol Plans;(2)sels of Building Plans:(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days afler submittal date. Required onsite,Construction Plans,Stormwater Plans w�Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projecls
COMMERCIAL Attach(3)complete se[s 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 8 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:•
Fill out application completely
Owner 8 Contraclor sign back of application,notarized
If over$2500,a Notice of Commencement is requlred. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone wilh notarized lelter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/FOOtage)
Driveways-Not over Counter if on public roadways..needs ROW
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' BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � ��T�'� � ������G��
Date Received: �� 7'��
Site: `7 J�S �o �f,s-�cc.h�ln'�(°�, C%�v-
Permit Type: .�D d L �'dtC(U�L(h�- `j�� 5�'• �
Approved w/no comments: �J Approved w/the below comments: ❑ Denied w/the below comments: ❑
.
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This comment sheet shall be kept with the permit and/or plans.
,
3���-I.�
Kalvin wi zer s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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ALUMINUM MEMBERS DIMENSIONS (3) 12x4"S.M.S. WTH
WASHER, PER PANEL
10X3"S.M.S. THRU
COMPOSITE
HOLLOW SECTIONS SELF MATING (SMB) 2500 PSI(MIN) 2500 PSI (MIN) FASCIA INTO
2X2:2"X2"XO.044" 2X4 SMB: 2"X4"XO.044"XO.100" W/(1) #5 CONT. a"x s" W/(1)#5 CONT. RAFTER TAILS ROOF PANELS
2X3:2'X3"X0.050" 2X5 SAAB: 2"X5"X0.050"X0.100"
2X4:2"X4"X0.050" 2X6 SMB: 2"X6"X0.055'X0.120" "
2X5:2'X5 X0.050" 2X7 SMB: 2'X7'XO.057X0.120" f,;•' •:,•
2X8 SMB: 2"X8"XO.072"XO.124" i c-t O \
OPEN BACK SECTIONS 2X9 SMB: 2"X 10"XO.092"XO.398 f-=�i \
1X2: 1:X2"X0.040" 10x3/4"S.M.S.
1X3: 1"X2"X0.045" CONTINUOUS FOOTING DETAIL 10 on center top and bottom COLUMN
SCALE N.T.S.
SNAP SECTIONS
COMPOSITE D R TO FASCIA A 2X2 Snap: 2"x2"xO.045""xO.045" AND COMPOSITE ROOF TO LOAD- A
LOAD-BEARING
MENT
2x3 Snap: 2"x3"xO.050 FL. PRODUCT APPROVAL FL7561-R1
2x4 Snap: 2"x4"x0.045" SCALE N.TS.
3 1/8"XI 1/2"X 1/6"
(2) i/4"DIAM. BY 3 1/2" THRU BOLTS
BASE W/(2) 1/3"DIAM.
3X3"COLUMN
TAPCONS OR EQUIV.
10X3/4"SM.S10"
O.C. INTO GUTTER
POST W. (2) 1/4"DIAM. ALSO INTO
CARRY BEAM
X 3 1/2" THRU BOLTS
� � 72
w O
r � s NO. OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN
1 1/4"C/C
3X3 COLUMN TO PAVER OR PATIO ATTACHMENT
SCALE N.T.S
C
2"X@"x 1/6"ANGLE W/ SELF—MATING COMPOSITE TO GUTTER TO BEAM TO 3X3 COLUMN TO BEAM
CONTRACTOR (2)-#14 x 3/4"EACH FACE RECEIING CHANNEL SCALE N.T.S.
Req. for Each Load Bearing
Post Connection W/(2)— 10x3/4"INTO
WILLIAM & JANICE BRILL EACH FACE
3820 W. SAN LUIS ST MIN 4"SLAB 2500 PSI
TAMPA, FL 33629 CONC w/FIBERMESH I"x 2"O.B.BASE PLATE
MIN
(3) 1OXX3/4"S.M.S.PER PAN
CITY OF TAMPA PAVERS 2"
' ,I I/a•MIN CeNc
ANCHOR EMB£®MENT
' • 10X3"S.M.S. 714RU
RAM A. GOEL, P.E.(#47431) FASCIA INTO
SIDE VIEW
REUBEN E. PHIPPS, DESIGNER C.E. 7 RAFTER TAILS ROOF PANELS
16306 DOUNE CT. 24'•ON CENTER
TAMPA, FL 33647 1 HEREBY CERTIFY THA T I HA VE REVIEWED
PH# 813-293-1868 AND SUPERVISED THE ATTACHED DESIGN
PH# 727-420-4796 24"
O.C. MAX AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER 3, SECTION R301.2.1 OF THE
BUILDING CODE 2010 RESIDENTIAL EDITION
PAVERS-
"X 2"BASE PLATE IOX3/4"S.M.S.
PROJECT ADDRESSfII ANCHORED CONC. 3 PER PAN
1/4"X 2 1/4" COLUMN
1/4"x 5" TAPCONS • TAPCONS MAX 24" ' G tS
1 "• • 1
COREY & ALEXIS SUAREZ (# )
7556 MERCHANTVILLE CIRCLE FRONT VIEW RAM A. GOEU P.E. 47431
PAN ROOF HEADER TO FASCIA ATTACHMENT 16306 DOUNE CT.
ZEPHYRHILLS, FL 33540 AND PAN ROOF TO LOAD-BEARING WALL TAMPA, FL 33647
CITY OF ZEPHYRHILLS 2" X 4" OR LARGER UPRIGHT TO DECK W/PAVERS DETAILS Ph.# 813-293-1868
SCALE N.T.S. SCALE N.T.S. Ph.# 727-420-4796 A-3
DETAILS
ALUMINUM MEMBERS DIMENSIONS GUSSET DIMENSIONS 3/16"
18 X 6 BEAM., PURLIN
HOLLOW SECTIONS SELF MATING (SMB) 18 X 4 14 SMS 1 1/4"D.C.
2X2:2"X2"X0.044" 2X4 SMB: 2"X4"X0.044"X0.100" 2X3 2x3__
2X3:2"X3"X0.050" 2X5 SMB: 2"X5'XO.050'XO.100" , , ,� , O O
2X4:2"X4"X0.050" 2X6 SMB: 2"X6"XO.055'X0.120" . + ' , '� 3 d
2X5:2"X5"X0.050" 2X7 SMB: 2"X7"X0.057X0.120"
• ` ` .
2X8 SMB: 2"X8"XO.072"XO.124" • RECEIVING CHANNEL
OPEN BACK SECTIONS " W/2#10X3/4"INTO RECEIVING CHANNEL
2X9 SMB: 2"X10 X0.092"X0.398 w/z#1ox3/4"INTO
1 X2: 1:X2''X0.040" GIRT EACH SIDE&(3) GIRT
#10X3/4"INTO 2 X 3 SELF-MA TING BEAM - NOTCH #1OX3/4 y INTO E2 X(3) -UPRIGHT
1X3: 1'X2"XO.045
FOR UPRIGHT
w/MIN 3/4"0.C. #10X3/4"
SNAP SECTIONS EXTERNAL GUSSET DETAIL
2X2 Snap: 2"x2"x0.045" SCALE N.IS. UPRIGHT TO BEAM CONNECTION DETAIL SLOPED PURLIN CONNECTION DETAIL
2x3 Snap: 2"x3"x0.050 SCALE N.T.S. SCALE N.IS.
2x4 Snap: 2"x4"x0.045"
(l)-#10 X 2"
SCREW 24"O.C.
(9)#14 X 3/4 SMS
(2)-#10"X 2"SCREWS
1/8"S.S. CABLE THRU EXTRUSION
1/8"PLATE ON 45'ANGLE
2" WIDE EXTRUDED
GUTTER BRACE AT
45' TO 60' EACH BEAM
W/(2)-#8 X 3/4"
O � O
4"SLAB MIN. . .•
i
(2) 1/4 X 2 1/4" TAPC NS 500 PSI CONC
WWM OR FIBERMESH
CABLE CONNECTIONS AT FOUNDATION °
SCALE N.T.S. UMBER OF SCREWS
CABLE CONNECTION AT CORNER PATTERN TO VARY
SCALE N.T.S. #10X3/4"INTO SCREWS TO MAINTAIN 1-1/4"C/C
RECEIVING CHANNEL
GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
SCALE N.TS.
2"X®"X1/8"ANGLE W/
CON TRACTOR (2)—#14 x 3/4"EACH FACE SELF—MATING
Req. for Each Load Bearing
Post Connection
WILLIAM & JANICE BRILL (2)#NG CHANNEL
3820 W SAN LUIS ST INTOEAC14 FACE'
TAMPA, FL 33629 MIN 4"SLAB 2500 PSI
CITY OF TAMPA CONC w/FIBERMESH I"x 2" O.B.BASE PLATE
____________________________ J
l1/4" w coN
2„
ANCHOR MBEOM N7
EMI
PURLIN
RAM A. GOEL, P.E.(#47431) SIDE VIEW
REUBEN E. PHIPPS, DESIGNER C.E.
16306 DOUNE CT.
TAMPA, FL 33647
PH# 813-293-1868 Q l HEREBY CERTIFY THA T I HA VE REVIEWED
PH# 727-420-4796 c AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER 3, SECTION R301.2.1 OF THE
RECEIVING CHANNEL BUILDING CODE 2010 RESIDENTIAL EDITION
PROJECT ADDRESS � 4MAX 1"X 2"BA PLATE W/2#10X3/4"INTO BEAM
•O1C.
• " .✓ ANCHORED CONC. EACH FACE& (3)
," ~' 1/4"X 2 1/4" TAPCONS #1OX3/4"INTO BEAM A °
_ -
MAX 24" ..
COREY & ALEXIS SUAREZ FRONT VIEW
PURLIN OR GIRT TO BEAM OR POST DETAIL RAM A. GOEL, P.E.
7556 MERCHANTVILLE CIRCLE 2" X 4" OR LARGER UPRIGHT TO DECK DETAILS (#47431)
ZEPHYRHILLS, FL 33540 SCALE N.IS.
CITY OF ZEPHYRHILLS SCALE N.IS. 1A DOUNE CT.
TAMPA, 33647 A_
Ph.# 813--293-1868
Ph.# 727-420-4796 DETAILS
CONTRACTOR: Lightning Aluminum.- Inc.
DESIGN CRI TERIA:
Applicable Codes. Regulation and Standards
1. The 2010 Florida Building Code . I
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood. 3,
2. AA ASM 35 an Specifications for Aluminum Structures,
Part 1—A and 1—B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C.,2005 Edition
3 ASCE 7-10. F2x4 6'-9'
Wind Loads 9
1. Building Occupancy Category, Paragraph 1604.5 and
Table 1604.5: Category 1 .
2. Basic Wind Speed Table, Table 1609 State of Florida 2x2
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609.3.1 Equivalent Basic Wind Speed.150MPH
V—ultimate Exposure o Category, Paragraph Sttr ,6Pa.agr C 9 27' �+ 9'
3. Building Category for Aluminum Structures, Paragraph
2002.6: Building Category 1.
Specifications
The following specifications are applicable to this project:
1. Aluminum extrusions shall be 6005 T5 Alloy
2. Fasteners are required to be SAE Grade 2 or better
zinc plated
3. #14 screws 6" from ends and 24" center to center. 2x4 15' 2x5 2x2 15' 2x4
4. Door location shall be determined by contractor in the
field.
5 3x3 2x6 5'
POST
2x2 5' 3" COMPOSI TE 5' 2x2
CONTRACTOR ROOF
\ ________
LIGHTNING ALUMINUM, INC. � t _
P.O. BOX 290144 1�
TEMPLE TERRACE, FL 33687 HOUSE 0fry -«• CGf
813-984-1185 SCALE 1/8" = 1'-0" 9 (qNS '1 Hli
MINER
RAM A. GOEL, P.E.(#47431)
REUBEN E. PHIPPS, DESIGNER C.E.
16306 DOUNE CT.
TAMPA, FL 33647
PH# 813-293-1868
PH# 727-420-4796
/1/ . ' G Ald
COD S. V v
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
PROJECT ADDRESS AND FOUND IT TO BE IN COMPLIANCE WITH
CHAPTER 3, SECTION R301.2.1 OF THE
COREY & ALEXIS SUAREZ BUILDING CODE 2010 RESIDENTIAL EDiT7ON
7556 MERCHANT4LLE CIRCLE
ZEPHYRHILLS, FL 33540
CITY OF ZEPHYRHILLS
Qom- ir
--------------
RAM A. GOEL, P.E.(#47431)
16306 DOUNE CT.
TAMPA, FL 33647
Ph.# 813-293-1868 A- 9
Ph.# 727-420-4796 PLAN