HomeMy WebLinkAbout15-16727 CITY OF ZEPHYRHILLS
• 5335-8TH STREET '�.
, - ' (813)780-0020 1672
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
PERMIT INFORMATION -LOCATION INFORMATION ,-•- " '
Permit#:16727 Issued: 11/06/2015 Address: 37106 GEIGER RD �`
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page: '
Cost: 6,000.00 Total Fees: 97.50 Subdivision: CITY OF ZEPHYRHILLS
Amount Paid: 97.50 Date Paid: 11/06/2015 Parcel Number: 10-26-21-0000-01400-0000
� CONTRACTOR INFORMATION OWNER INFORMATION
Name: SUN STATE ALUMINUM INC Name: MORE MYRTIS
Addr: 6154 FT KING RD Address: 5025 E LINEBAUGH AVE
ZEPHYRHILLS, FL 33542 TAMPA FL 33617-4631
Phone: (813)788-7308 Lic: RX0060171 Phone: (813)422-0530 �
Work Desc: ALUMINUM ROOF OVER
APPLICATION FEES
BUILDING FEE 97.50
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� Ins ections Re uired
FO TER FINA
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
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 properly 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.
NO OCCUPANCY BEFORE C.O.
�
; �
CON RAC ORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
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e�a-7so-oozo _ City of Zephyrhills Permit�Application _ ._ F�-s�saeo-ooz�
� ' � - "• Buflding Department � " '
Date Received �, �?��!��� �p„one Contact for Permitting � 7p 6 - �3�7
-I-I-ITI-fTr I-I-I-1
Owner's Name /"�"% � Owner Phone Number
Owner's Address ��a� �= '�-��� h"`'`�G` '"'�- Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37T D Lo �"e�`Se/' �- Z �[���S rl• �.3Sy�- LOT# � �
SUBDIVISION PARCEL ID# U"1 Co•o� . - ���� ' ���D O. - Q(�(7 jj
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED � NEW CONSTR e ADD/ALT 0 SIGN Q 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK � �� ��r
BUILDING SIZE CD�l�o� � SQ FOOTAGE �7Z a HEIGHT �/ ,? C/ �
I�I�rTT�TT�1Te� TT�P7"T�1TT'TT�
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OBUILDING $ VALUATION OF TOTAL CONSTRUCTION
L��l1d 0:0 v
'QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
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QPLUMBING $ �c„� �✓ �
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OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �� �/ ��$rl
V �9�r b'�y
OGAS Q ROOFING Q SPECIALTY 0 OTHER `,��""-
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO (� l� �" ,`�
�-1-�-'�-1--f--1-�--F-1-�-1-F-�--1-�1--1-1--1-�-�--f-H-1-1--1-1--1--f-1--1-1-1--1-�1--F-1--f-FI--1-1�"E-1--1--1-1--1-FI--1-F��1-�--1-U F-
BUILDER � • � � COMPANY ��K S 1�4 7� �'l `L[Lf� � !.t!�
SIGNATURE � REGISTERED Y/ N FEE CURREN /N�
.
Address �S �I ��!' �G�� ��4/6�S �L 3 �d— Licens d�v« (
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE C /N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN .Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
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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.
.d--4.I..f-L.�..1-1..�1-I..�f�-�1-4�1-�1�.�..1.�1-i-f��l�-�1--1-��{�-4-I.�E.�f�-4-1-.1..{-1..1-1..1-1-L-�-.i-1-�I..F-1..1-1..��1..1-1-I..f-I..f..f-1-
D(rections:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
•` Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITI'ING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOT[CE QF DEED RESTRICTiON3: The undecsigned understands that#his permit may be subject to"deed"restrictions°
which may be more restrictive than Counfy regula#ions. The undersigned assumes responsibiiify for carnpliance with any
a�Oplicable deed restrictions.
UN[.ICEN$ED CtJNTRACTORS AND GQNTRACTOR RESPONSSSA.ITIES: If the owner has hired.a contractor or
c�mtractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
csmtractor is nofi licensed as required by law, both the owner and cantractor may be cited for a misdemeanor violation
under sfate Iaw. If the owner or intended contractor are uncerkain as to what licensing requirements may apply far the
intet�ded work, they are advised to contact the Pasco Caunty Building Inspection Division—Licensing Section at 727-847-
8009. Furthermare, if the awner has hired a contractar or contractors, he is advised to have the contractar(s) sign
p�rtions of the "contractor Black" of this application for which they will be responsible. If you, as the owner sign as fhe
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
tF�at Transportation ]mpact Fees and Recourse Recovery Fees may apply to the constructian af new buiidings, change af
use in existing buildings, or expansion of existing buildings, as specified in Pasco Coun#y 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
p+�rmiiting. (t is further understaad that Transportatian lmpact Fees and Resaurce Recavery 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 pawer release, fhe fees must be paid prior to pertnit issuance. Furthermare, if Pasco County Water/Sewer Impact
fees are due,they-musfbe paicl prior to permit�issuance in-accardance with-applicabie-Pasco-County-ordinances. - ---
CONSTRUCTION LlEN LAW(Chapter 713, Florida Stafiutes, as amended): If valuation of work is$2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Gansfruction zien Law—Horrteawner's
Pratection Guide" prepared by the Florida Department af Agriculture and Cansumer Affairs. If the applicant is someone
a�ther than the°owner", I certify that l 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 #hat all work
will be done in compiiance with ali applicable laws reguiating construction, zoning and land development. Application is
hereby made ta obtain a permit ta do work and installation as indicated. I certify that no work or installation has
cs�mmenced priar to issuance af a permit and that a!I work wi!! be performed to meet standards of all laws regulating
construction, County and City codes, zoning regcalations, and iand development regulations in the jurisdiction. l aiso
� certify tha# I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibiiity to identify wha#acfiians i must take to be in compliance. Such agencies inciude but are not Iimited ta:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,WaterMlastewater Treatment.
- Southwest Florida Water Management District-1NeI1s, Cypress 8ayheads, Wetland Areas, Altering
Watercourses.
- Army Corps af Engineers-Seawails, Docks, Navigable Vtlaterways.
- �Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Enviranmentai Protectian Agency-Asbestas abatement.
- Federal Aviation Authority-Runways.
S undersfiand that the foiiawing restric#ians apply ta the use of fiEi: � !
- Use of fill is not allowed in Flood�Zone"V"unless expressly permit#ed. ��
- lf the fill material is to be used in Flood Zone "A", it is understoad that a drainage plan addressing a
°campensating volume"will be submitted at time of permitting which is prepared by a prafessional engineer
licensed by the State of Florida. ' ��
- lf the fill material is to be used in F{ood Zone "A" in connection with a permitted building using stem wall �
construction, I certify that fill will be used only to fi(i the area within the stem wall. �
- !f fiU materia! is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. 1f use of fil] is found to adversely affect adjaeent properties, the owner may be cited for violating =
the conditions of the building permit issued under the attached permit application, for lo#s less than ane (1,) �
acre which are elevated by fi(!, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, ( promise in goad faith to inform the owner of the permitting conditions set forth in
tt�is affidauit prior to commencing canstruction. 1 understand that a separate permit may be required for electrical work,
plumbing, signs, vuells, poals, air conditioning, gas, ar other instaliations not speeificaiiy included in the appIication. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
sst aside any pravisions of the technical codes, nar sha!! issuance of a permit prevent the Suilding O�cial from thereafter
requiring a correction of errors in plans, eonstruction or violations of any codes. Every permif issued shali became 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 ar abandaned far a period of six{6}mon#hs after the time the work is cammenced. An extension
may be requested, in writing, from the Building Qfficial for a period not to exceed ninety (90) days and will demonstrafe
justifiable cause for the extensian. If work ceases for ninety(90�consecutive days,the job is considered abandoned. �
IMARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWIG�FOR[NIPROVEMENTS 7{�YDUR PROPERTY. [F YOU INTEND TO'OBTAIN FIhAhICiNG,GONSULT
1MITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDWG YOUR NOTICE OF COMMENCEMENT.
FLQRlDA JURAT(F.S.117.03)
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OWNER QR AGENT ����,a,u� CONTRACTOR Q'�L �:r,�<i�
Su scr'bed and sworn t (or affirme be ore me this Subscribed and swom to(or a ir ed)before me this
lU Z 1S by K�h.a tVl j�rj ID f�3/i�` bY P3'+�'�i-t {�/}: y��
Who is/are�rerson'�� ov�t�o r e ar.has/have produced Who is/are nally known a me or as/have pro�Fuced
as identification. as identification.
�`'�' t�'l��(C',� Notary Puhlic �-'��f�C�'����Li�"✓ Notary Public
Commission No.v v rF��;� ��}� commission No. I�f 6 9 3�v ��
Name of No#ary typed,printed or stamped Name of Notary typed,printed or stamped
;�=�`°'RYp°84�:_ �lANCY.J BR�t�KS ,=2o�"""P"g��.. (y�t1NCY J BROOKS
' �` = MY COMMISSION#FF093699 � '
�.�a. QQ; -� � ': MY CQMMISSION#FF093699
;•.'�.....a?: EXPlRES Februa 18.2Q18 =9`•.........�'•°�`
�.,OFfl-.. � "',�Of�,OQ;r EXPtRES Fehruary 18.2018
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(ao�)398-0153 FloridallotaryService.com (ao7)3se-o153 FlorldallotaryServfce.com
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: v�l�,S�� �y�, /�/�
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Date Received: � � > 23— �S
Site: 3 7 � d � �..��`
Permit Type: �� �'I �t./�M 6•(/�2.7
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Approved w/no commenfs: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the pernut and/or plans. ;k
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Kalvin Switz —Pl Examiner Date Contractor and/or Homeowner
(Required when comments are present)
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PermilNo. • ParcellD No ` ��1 L•'� l � Qv�(� ^ Q��{d� ��uv
NOTICE OF COMMENCEMENj., m�
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Slate of� �/O�o� County of 0 �S� U . �w�,
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THE UNDERSIGNED hereby gives nollce lhal improvement will be made to certain real property,and In accardance wilh Chapler 713,Fiorida Slatutes, 7�C N��
the following inlormation is provided(n Ihis Nolice of Commencement: _ �A�� .+m
1 Descriplion of P�operty: Parcel Identi(calion No. IO-J(o-�I-�[)O!� ' aI S�O C� v �-L�o r
Streel Address: 3 ���D �r �� � - 3 S y�� ,v-?
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2. General Descript /lmorovement ���V�'►�
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3. Owner Information or Les�Msee infortnalion it lRe Lessee contraded for the improvement: x
� l�TIS / i'0l�C-- ���
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,j V.L) LS .�.ri n-P{�y�l. �✓p CI�Ga�.n S Sla�� w a
Address Y �
c�t,J n e� `�
Inlereslin PropeAy r
Name of Fee Simple Titleholder:
(I/di(ferent irom Owner lisled ahove)
Address �_ / • Ciry Slate
4. Contraclor �� `��'� n u N�
/��[./Name J`'.L �c�. �.f`�i:/�.t � :�3 S�/Y
� I r � ��n� Stale
Address ,(� J Ciry
Contractors Telephone No. d�J- 7��- ����
5. Surely.
Name
Address City State
Amount of Bond: S Telephone No.
6. Lender.
Name
Address Cily State
------ ---Len�areTel�pFonc'Vo. - - -- ---- - - - ---- � -- -— -�- -- ---
7 Persons within the Stale of Florida designated by the owner upon whom notices or olher dowme�ls may be served as provided by �
Sedion 713.13(t)(a)(7),Florida Slatutes: p-��'� �. � ,k.
Name v ' •
Cit Stale ��� " ra , ��1�
Address Y • � �
Telephone Numher of Designaled Person: � � "' """ � • {�j.
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8. In addition lo himself,the owner designales ��— � � ' � �
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to receive a copy o(Ihe Lienors Nolice as providetl in Section 713.73(1)(b),Florida Slalules. � �� � �
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Telephone Number of Person or Entity Designated by Owner: � ^ � ��
g. Expiration date of Notice of Commancement(Ihe expiration dale may nol be before the completion o(construction and(nal payment to Ihe � • �
contrector,bul will be one year(rom the dale of recording unless a different date is specified): ��� p ��'- Y
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFfER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT gL
ARE CONSIDERED IMPROPER PAYMENTS UN�ER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN v �;+'. 1^
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE � Y
WITH YOUR ENDER OR�N ATfOR EB B'EFORE COMMENC NG WORK ORI RECORD NG VOUR NOTI�CE OF COMMENCE ENTSULT Q z U � �
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Under penally of perjury,1 declare�hat I have read lhe foregoing nolite of tommencement and lhal lhe facts s�ated lherein are trve to the besl c� V
o(my knowledge and belie(.
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STATE'OF FLORIDA u � � � Q 2 w � a
COUNTY OF PASCO F- �l1
Signalure ol er or Lessae,or Owners or l ssee's Aulhorized
OKcedDireclor/PaAne�/Manager � O = Z � � ,�,
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�Signatory's TitlelOHice � W � � U
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The fo�egoing insirument was acknowledged before me lhi day o( !�' �2���?eY a
as /�Ll,�vE s�- (ty e of aulhority,e.g.,aNcer,trustee,anomey in!aG)for �
(name paAy on behall ot whom ins ment s execuled). � _ �U C.� � J
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Nota Si nalur «' � � U m � �
Personally Known�OR Produced Idenlification �' 9 _ c '/ j� /�
� ,/L/ Name Print �7f�'/��E'J �� `✓�LC_.DTT�7 L3° �L w = Z O _1
Type of Idenlification Produced� v/��/' � � � �y � Ll.�
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:� �t.�+ MY COMNISSiON 1 EE 196857 C� H Z � (n
;a: EXPIflESJune26,2018 W VJ �
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wpdalalbcslnoticecommencemen!_pc053048 � ~ � � � � m
ENGINEER'S NOTES: I HEREBY CERTIFY THAT I HAVE REVIEWEC
2' THICK SYROFDAM INSULATION BOARDS THIS PLAN AND FOUND IT TO BE IN
1, THE BASIC DESIGN WIND SPEED= UP TO 170MPH-ult/132MPH-asC1, 3 SEC GUST BETWEEN PURLINS AND PANS COMPLIANCE WITHASCE7-10, 8,
2. THE WIND RISK CATEG❑RY =II FBC 5TH EDITION(2014)RESIDENTIAL&
3. THE WIND EXPOSURE CATAGORY ='B'
EDGE OF EXISTING ROOF EXISTING
4. THE INTERNAL PRESSURE COEFFICIENT = +,/- 0.18
TOTALLY ENCLOSED TYPE LI STRUCTURE
5. C&C DESIGN WIND PRESSURES ARE PER FBC 5TH EDITION (2014) TABLE R301,2(2) 2•x2' ALUM PURLIN
4' O, . MAX
.024' RIDGE CAP 2' THICK SYROFOAM INSULATION BOARDS RIDGE LINE
FASTEN TO TOP OF EACH RISER W/ LIP & FASTENERS PER DETAIL .BETWEEN PURLINS AND PANS _ ` I
#10x1/2' SCREW & NEOPRENE WASHER & CLIP ATTACHMENT PLAN /Y
TYPICAL
LIP & FASTENERS PER DETAIL
& CLIP ATTACHMENT PLAN
5/16' 2'x2' ALUM PURLIN
1 1/2'x12'x.024'
ALUM ROOF PANEL PROFESSIONAL ENGINEER SEAL
ACIA OR GUTTER
OPTIONAL ENGINEER OF RECORD
TYPICAL SECTION ® ROOF OVER ' TYPICAL David W. Smith P.E.
.024' RIDGE CAP LIP & FASTENERS PER DETAI MAX EDGE ❑F EXISTING R❑❑F FLORIDA LICENSE NUMBER:53608
FAST N TO TOP OF EACH RISER W/ \JT& CLIP ATTACHMENT PLAN
#10x1/2' SCREW & NEOPRENE WASHER CLIP & FASTENERS PER DETAIL
& CLIP ATTACHMENT PLAN PURLIN ATTACHMENT PLAN TYPICAL Thomas L. Hanson P.E.1 1/2'x12'x.024'
5/16' ALUM ROOF PANEL MIN.STRUCTURAL FOR PANS TO PURLIN W/INSULATING STYROFOAM FLORIDA LICENSE NUMBER:38654
30#FELT MIN. OVER 15/32'
WOOD PANEL ROOF
ACIA OR GUTTER Mark Ronald Dunn, Jr.
EXIST ERIS7ING OPTIONAL P.E.
TYPICAL SECTION ® ALUM PAN 30f FELT OVER ROOF OVER CONTINUOUS FORMED LEADING EDGE OF PAN FLORIDA LICENSE NUMBER:73968
STRUCTURAL WOOD PANEL SHEATHING CRIMPED TOGETHER
W/DRIP EDGE USING SEAMING TOOL
VARIES Joel Falardeau P.E.
% ✓/ / FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
0 3' MI"' Services, Inc.
/8' / A IES 6272 Abbott Station Drive Unit 101
/ Phone 81 (733542
C2) 1— GUAGE Phone:(813)788-5314
1 FASTEN 2'x.024' ROOFING NAILS @ / Fax:1-(866)-824-7894
ALUM ROOF PANEL ' � Email:erb@Ibcplans.com
WITH CLIPS PER PLAN Website:www.fbcplans.com
C.O.A.-#29054
/
CLIP & FASTENERS PER DETAIL 11l2, )
I I (J IES DATE: 10/22/15
r� & CLIP ATTACHMENT PLAN REVISION: DATE:
2'x2' ALUM.PURLIN 1 1/2'f
_ 28 GA. SUNSTAE RO 1
GALVANIZED CLD? DETAII
FASTEN TO ROOF OR ALUMINUM PURLIN 2' RO 2
W/C3) #10x3/4' TEKS CLIP ATTACHMENT PLAN
FOR PANS TO STRUCTURAL WOOD PANEL ROOF RU 3
RO4
SHADED AREA' CLIPS @ 2' D.C.
CENTER UNSHADED AREA, 4' D.C. PROJECT ADDRESS:
PLAN VIEW PAN INSTLALLED TO MYRTIS MORE
EXISTING SHINGLED ROOF OR 37106 GEIGER RD.
TO PLYWOOD SUBSTRATE & 30# FELT
DESIGN BUILT ZEPHYRHILLS,FL.33542
CLIP& FASTENERS CRIMPED BETWEEN PANEL LIPS
CLIP ATTACHMENT DETAIL WITH SEAMING TOOL
FACIA TRIM 032IATHICK ALUMINUM ROOFOVER WITH CONTRACTOR:
,032' THICK\ _ _ GALVANIZED CLIP SYSTEM
2'x2'ALUM PURLIN
2'x2' ALUM PURLIN SUNSTATE ALUMINUM,INC.
EXISTING ROOF RESIDENTIAL OR END VIEI►
COMMERCIAL USE
CONNECTION DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE7-10, &
FBC 5TH EDITION(2014)RESIDENTIAL&
EXISTING
- _YJ�
1
Generalized Building Schematic PROFESSION L ENGINEER SEAL
10-26-21-0000-01400-0000
Card: 001 ENGINEER OF RECORD
David W. Smith P.E.
23
FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
1'
LI Mark Ronald Dunn, Jr. ,
34 P.E.
FLORIDA LICENSE NUMBER:73968
LI Joel Falardeau P.E.
15 15 15 FLORIDA LICENSE NUMBER:70667
FBC Plans &Engineering
3 Services, Inc.
6272 Abbott Station Drive Unit 101
' Zephyrhills,II.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@Ibcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
`' i 27 DATE: 10/22/15
REVISION: DATE:
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Pasco County Property Appraiser PROJECT ADDRESS:
Page Layout Modified: 9/6/2013 8:36:26 AM
The Local Time Is: 10/22/2015 8:59:21 AM MYRTIS MORE
37106 GEIGER RD.
ZEPHYRHILLS,FL.33542
CONTRACTOR:
SUNSTATE ALUMINUM,INC.
ROOF PLAN
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE7-10, &
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR FBC 5TH EDITION(2014)RESIDENTIAL&
1. .ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EXISTING
3000 PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR
Q -\ 1l?/
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2.
LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
GRADE 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE BE APPLIED IN CONDITIONS ACCEPTABLE TO
40 MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS GRADE#5 OR BETTER ZINC PLATED.
SHALL BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES JOB DESCRIPTION: ROOFOVER
FOLLOWING: FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). OTHERWISE NOTED ON PLANS. PROFESSION L ENGINEER SEAL
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. G185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 120 MPH David W. Smith P.E.
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY : II
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE : B FLORIDA LICENSE NUMBER:53608
10. PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 4. INTERNAL COEFICIENT: +/-.18
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 2, E.REFERENCE STANDARDS: C&C DESIGNS WIND PRESSURES ARE PERASCE 7-10 AND FBC 2010 Thomas L. Hanson P.E.
&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 MAYBE USED FOR ADDITIONS TO MOBILE HOMES,MODULAR&PARK MODEL HOMES
RECOMMENDATIONS. FLORIDA LICENSE NUMBER:38654
ASTM E 1300 AS WELL AS SITE BUILT BLOCK OR FRAME HOMES
11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 4. THE SHEET MUST BE ACCOMPANIED BY A SITE SPECIFIC DRAWING Li Mark
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS,VISIBLY AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ALL PAGES SIGNED&SEALED Ronald Dunn, Jr.
FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,SPALLING OR
OTHER DETERIORATION. ASTM C94 P.E.
ASTM C150
ASTM C33
B.MASONRY: FLORIDA LICENSE NUMBER:73968
CONCRETE MASONRY UNITS C ASTM C260
1. (CMU)SHALL BE STANDARD ASTM C494 Joel Falardeau P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE ASTM A615
FLORIDA LICENSE NUMBER:70667
M OR S MORTAR. ASTM A185
2. ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23)
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5th EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL FBC Plans&Engineering
4. PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN HEIGHT. F.ABBREVIATIONS: Services,Inc.
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Zephyrhills,6.33542
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Phone:(813)788-5314
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOYWITHA 894
1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Fax:m E1m
ail:
]bcpla erb@fbcpIans.com SIM--SIMILAR
Email:erb@lbcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. Website:v✓ww.Ibcplans.com
3. UON--UNLESS OTHERWISE NOTED
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS C.O.A. #29054
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 08-18-2015
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G. RESPONSIBILITY: - 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY:SPB
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
DESIGN"OF.THE ALUMINUM DESIGN MANUAL 2010 PREPARED BY CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" ALL%VO REVISION: DATE:
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE 2014 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"X 5"x 0.050" SHALL COMPLY WITH ALL RO 1
FLORIDA BUILDING CODE 5TH EDITION(CHAPTER 16 STRUCTURAL NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN PREVAIL
DESIGN&CHAPTER 20 ALUMINUM). ING CODES,FLORIDA BUILDING RO 2
DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD OPEN BACK SECTIONS CODE NATI®�TAL ELECTRIC CQDE
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITIONS.
P SUREREATED ER IELECTRIC 5.RES ALUMINUM MEMBERS SHALL BEESTITC D WITH NO LESS N 3. THESE DRAWINGS REPRESENT NE THE ACCELEMENTS
AS PROVITYIDED
OD THE 1 x 3:----------------------------------------1"x 3"x 0.045" CITY OF ZEpIIyR11ILLS Q T I1 A TC S�D RO 3
'SUNROOM'ROOM ADDITION ELEMENTSASPROVIDED BY THE
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF USING CONTRACTOR RO 4
#12 SPACING MAY BE 24"ON CENTER. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURER • 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A p' PROJECT ADDRESS:
EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS VISIBLE LICENSED P.E. x 3 Snap:---------------------------------2"x 3"x 0.050"
.E.IN ACCORDANCE WITH STANDARD
MYRTIS MORE
WHEN PANEL IS INSTALLED. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" I ///"9?ENGINEERING PRACTICES. I1 /J ') 37106 GEIGER RD.
D.FASTENERS: H.MISCELLANEOUS: SELF MATING (SMB) CITY OF ZEPHYRHILLS,FL.33542
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:--- ------------------ 2"x 4"x 0.044"x 0.100" pJS .� ��J
300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURER
t'
GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE MANUFACTURED HOME,TRAILER HOME, PREFAB HOME.IF 2 x 5 SMB 2"X 5"x 0.05.0"x 0.118"
TREATED WOOD. THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB: - 2"x 6"x 0.050"X 0.120"
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2 X 7 SMB:---------------------2 2"X 7"X 0.057"X 0.120"
FLAT WASHERS AND NUTS. ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED , CONTRACTOR:
HOME.. 2 x 8 SMB:---------------------- Z"x 8'`x 0.072"x 0.224"
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, SUNSTATE ALUMINUM,INC.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2' x 9"x 0.072"x 0.224"
T ALL METAL TIES AND ASSOCIATED ACCESSORIES EQUAL.
SHALL BE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
4BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R 4101.17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R3 10.1 NOTES
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL