HomeMy WebLinkAbout16-17302 � CITY OF ZEPHYRHILLS
:. • 5335-8TH STREET
(813)780-0020 17302
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 17302 Address: 3651 BLACK DIAMOND DR LOT 240
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: MOBILE HOME PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 4,000.00 OWNER INFORMATION
Date Issued: 4/29/2016 Name: � ���TiC' OAK� i i r � ���s
Total Fees: 82.50 Address: 3651 BLACK DIAMOND
Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542
Date Paid: 4/29/2016 Phone:
Work Desc: CARPORT & CONCRETE 13 X 40
CONTRACTOR S APPLICATION FEES
SUN STATE ALUMINUM INC BUILDING FEE 82.50
� C.
���
Ins ections Re uired
� FRAME
SHEATHING
FINAL
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.
' NOTICE: In addition to the requirements of this permit, there maybe 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.
"Warnin to owner: Your failur
g e to record a notice of commencement may result in your pay�ng twiee 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 BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
' � `
CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IIV 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT C�►RD FROM WEATHER
s�s-7so-oozo City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ',� �( � " � /r�
2 I Phone Contact for Permitting � - S.� 7
TrfTfTTr , f-I�-�
Owner's Name C. 'FL//S� �C UwI'1l Owner Phone Number ��7 "-� v - � �
Owner's Address Co7� �arrce a • �S'� 13 3/o Owner Phorie Number � -- - - -
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS �CO S� �QG(C ` fX D P� r'��G� f"I. �`r LOT# o? Y O
SUBDIVISION q ,�5T1 G Da,�S PARCEL ID# �y"�G•�I� ODDl�� d0�Uv-�B�v
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e , NEW CONSTR e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION 0 BLOCK Q FRAME 0 STEEL Q
DESCRIPTION OF WORK � 8�� � �d��� -
BUILDING SIZE �X y� SQ FOOTAGE �� v HEIGHT
Ti�TT�TTrrT�IT1�TTI�Tf�ITTT'rITITT�T�TITI�T�T�TITTT�TITf�1�
�BUILDING $ yado.o� VALUATION OF TOTAL CONSTRUCTION
'QELECTRICAL $ , AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
OPLUMI3ING $
���
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ) '�Qi�P
� >�p��
GAS ROOFING SPECIALTY OTHER Uv _ �
0 0 0 0 � . ��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO � I
-�-1-F-i-F-1-f-d-1-�-1-�-F-a--f-t--l-1-i-{-1-f-i-f-�-l-f-{-1-HF-1--f-�t-E-a-t-�-�-1-I-1-f-1-1--1--I-H-t-t--f--1-1--t-1--H-H-a-i--1-F-1--I-f-
I `� �/ �/� /
BUILDER �""_ 7 ��y��� � J "OMPANY �kS 1 Q.TC G LC!as/Y)Gl!�-
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address /,S�L/ /�i�� ia /�L -�i�i �S 33Syi License# ���D/7 �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/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#
IIII1111111111111111111t1 'IIIIIIIIIIIIIIIIIII11111111111IIIIIIIIIIIt
RESIDENTIAL Attach(2)Piot 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 construc8on.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Pertnit 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.
.a-.f-F-f-4.�--4-1--1-1-I..{-{-f..�1..1-I..1.-4.f..t-1-Ia..1�i..t..f-L-4.f�-{-4.f.�f-f.�1-i-{..1..1..1--i-I..f..f-f-�-i-L.�{�-f-a-4.1-i-f-1-a--4.�-f�-F-�f-
Directions:
Fill out application completeiy.
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 PERMITTING (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
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9
I City of Zephyrhills
�I
, BUILDING PLAN REVIEW COMMENTS
,
��
i Contractor/Homeowner: �LLit�S . �G��'1 Ge r�
� Date Received: 7—ZZ ���
J ,
Site: c3lo� � �/� ���''�'1C�
Pernlit Type: �`�x Z`l' ��� ���l��f�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
;;
,
.�
This comment sheet shall be kept with the pernut and/or plans.
. � a� �
Kalvin Swi —P��Examiner Date Contractor and/or Homeowner
(Required when comments are present)
� � i iiiiii iiiii iiiii iiiii iiiii iiiif�i�i�iiiii iiiii i�iii iiii ii�i
: � ���Pl�r�� 2016062573
�'lorida �c�i1CIf1eL�'iCi •
�uildin� 6272 R�bott Siation r. ��pt:1765400 Ftec: 10.00
Unit 101 DS: 0.00 IT: 0.00
� �..vode �ephyriti(ts,FL 3S5 04/22/2016 K. R. M. , Dpty C 1 erk
Pe�nit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of �ja�(O'Gr County of ���C C�
THE UNDERSIGNED hereby gives notice th�t iFnprovement will be made to ceriain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this N tice of Commencenment:
1. Description of Property Parcel Ide tification No. �G y''o��O'e2�'� Q�CS� ^ (S(�/[j d .,�jQ� �
Street Address: (�� �f GlL Q d c[ ` ls �• r�!/�_
2. General Description of Improveme � � � �
�
3. Owner Information or Lessee info �ation if tfi Lessee contracted for the improvement:
� �L � �' ' G -
me Q � • .J '�FJ�/� CaT�3 l�4 �-e Z ��� .f�
Address City State
Interest in Praperty: � �
Name of Fee Simple Titleholder:
(I, different from Owner listed above)
Address � / City State
4 Confractor. G
Name
2�nl�,���/�� �� .�3�y�-
Address Cit�� State
Contractor's Tetephone No.•
5. Surety:
Name i�
�D'
Address City State i O�r
i �ND
Amount of Bond: $ Telephone No.: , cn
� W�
0
6. Lender• �m 2
Name � r�'"`m
i�d��
Address City State I�`'��
►.+�-
Lenders Telephone No.. i�" o
__ ��w D
7, Persons within the State of Florid� designated by the owner upon whom notices or other documents may be served as provided by � 3 �
Secfion 713.13(1)(a)(7),Florida Stat;�tes: � � o
�� �
r
Name m
�
O '�
�N��
Address � City State ���-'o
Telephone Number of Designated Perso�. i� �
-i
�
8. In addition to himself,the owner desi nates of � '-
r
m
to receive a copy of the Lie�ors Notice as provided in Section 713.13(1)(b),Florida Statutes. �
Telephone Number of Person or Enti Designated by Owner:
9. Expira[ion date of Notice of Comme�cement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from e date oi recording unless a different date is specified):
WARNING TO OWNER: ANY PAY ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER . YMENTS UNOER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWIC FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATfQ NEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penafly of perjury,I declare th t I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA ��� `
COUNTY OF PASCO ���
ignature oi Qwner or Lessee,or Own or Lessee's Authorized "�
; Officer/Director/Partner/Manager
L�Gr/.c��f�
- _ _ Sian�tpry's TiHe/OKc= _
The(oregoing instrument was acknowledged begfore me this�day of /"� ,20�pby_ /��� �� c��Gf9 icJ�!C9�
as Q6('/(�L— (type of authority,e.g.,officer,trustee,attomey in fact)for
� (name of y on behalf of whom instrument was execu ed).
Personally Known❑OR Produced ldentificatio�� Notary Signature � `�,
Type o(Identification Produced fb �. �i/ _ Name(Print) �� � €
�'�ws�------
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- ,a��+p�� SHIRDEN K DEL COTTO
=+e ;= i� MY COMMISSION#EE 198857
r;e,,., �.� �XPIRES:June 26,2016
„q�,, � �efl�ad Th�u Notary Public Underwriters
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�UN STATE A�UMINUlVi; (NC.
���} �� 6154 �ort King Rd.
�{��.�;� � ZEPHYRHILLS, FL 33542 �
(813) 788-?308 �
_.l ��"C��� ` C~�� -��,��� �
S PHOME `
\� C�� � � � �-t"�. — � l
STREE7 � � �—i��` - _ � [ � /'1, JOB NAME ,
n�
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CfiY,STATE P CODE .t08 LOCATION
�.� L�C= �t�'�
i7ECT DATE OF P�ANS JQ8 PFit}F7E .
We herebyi sabmii spectiiCaUons and esUmates f r.
__.�:_..._�..__��.�__�.�.G��_____�...__�.����..���`'`--�----���
. �:?�._._�--�.._. ._. ._.._ _.__.__._...__..__.._.__w._____......_.
.._.__..._..__.._...___..__-..____._.__-_____._.__--__ � �__.___.____--___....___�________._._..._._____.___f...._._._.__.__.
_.._. ..._._._.______1_�.?�._.�_.�____.__ _._ .._....._._...___.�__.____.__.____.._---___._----.._._._._---._.__-.---._.___._____�_--.--__.._..
__._.._.._....__K____-��.-.�_c._�.-_._.�����_-.��____.___..._.__._._.____......__._...._...__._�.�.......^._.__.._._.._ _____.___.___.__.�._
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� hereby fur 'sh material and labor--complete in accordance with abave specificaYons,for th{e�tim of:
\J\, y
t7
Payment to be rhade as follows: a� ).
t l,�
--�_.
AII unpaid balances sabject ta 1.5%monfhty icrterest fee.
aH maceoat is guaranceaa m ne as spe�driea.a�work w ne o«npletsa in a wo�anantace _
mautner axotdu�g to�andard ptactices.l4tr}r aReretion or deviatbn irwn above�tlor�s
mvotv's�g e�dra cn�wti'�bs eueeuted aNy upas vv�otders,and w�l becartte an e
.eharge over and above tlre esl'vnate_Aq��eemer�aoM�eM upon strikes. - .,.
or delays beyond our comrd.CMmer m carry fire,lomada mw omer nboessary insu Note:This pro�losal ma�r be
oar workers aze tuty cbve�ed by w«kman's Canpensai'arn trowar�e. v++ithdmwn by us ff not acx�pted within days.
�C�E ��I�CC D� �CD1�tT���—�e abave prices,s�eci�catians ° �
�
and conditions are saiisfactory and are hereby accepUed. lbu a� autfiorized Signaiu�e
to do ttre wark as speciRed. Payment wSl be made as outl'ined above_
E}afe atAccep#ance: Sigtaafum+
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S.M.B, DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
'H' WALL 'T' 'N' SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
4' .045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS COMPLIANCE WITH ASCE 7-10,
FOR ALUM FLASHING 5' .050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS FBC 5TH EDITION(2014)
UNDER DRIP EDGE USE, 6' .050' .06' (3) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS RESIDENTIAL&EXISTING
EXISTING #8 X 1/2' CORROSION RESISTANT 7' .055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS
--ROOF 12' A / ALL PURPOSE SCREW 7' .055' .1 ' (3) 3/8' BOLTS, NUTS, WASHERS 3,600 LBS
`// 7' .055' .125' (3) 3/8' BOLTS, NUTS, WASHERS 4,500 LBS
8' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 LBS
8' .072' ,09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
8' .072' .125' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
9' .072' .06' (4) 3/8' BOLTS, NUTS, WASHERS 7,000 LBS
9' .072'
HOST BEAM
.09' (4) 3/8' BOLTS, NUTS, WASHERS 8,900 LBS
2XH CARRIER SMH ATTACH PANS TO HEADER CHANNEL 9- .082' ,125' (4) 3/8' BOLTS, NUTS, WASHERS 9,500 LBS
10' .092 .125' (4) 3/8' BOLTS NUTS WASHERS 11000LBS
W/ (4) #10 SMS PER PAN NOTE, OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED
FASTEN RECEIVING CHANNEL TO HOST
BEAM W/I'X2' LAG SCREWS 8 24' O.C.,
2 ROWS STAGGERED, STRIP SEALANT
BETWEEN FASCIA AND RECEIVING CHANNEL
FASTEN RECEIVING CHANNEL TO HOST BEAM W/
1/4' X 2' LAG SCREW, 1 SCREW PER 2 INCHES
PROFESSIONAL ENGINEER SEAL
OF BEAM HEIGHT STANT METAL SCREW,WASHER ANDSEALSION IAPPROX. ENGINEER OF RECORD:
FASTEN CARRIER BEAM TO CHANNEL W/#10X' 4"O.C.MAX.AS SHOWN
SMS, 1 SCREW PER INCH OF BEAM HEIGHT
(4 SCREWS PER PAN AT ALL BEAMS) David W. Smith P.E.
3"x12"ALUMINUM RISER PAN ROOF FLORIDA LICENSE NUMBER:53608
FL 16952-R1 OR EQUIV.
3" RISER PAN ROOF & CARRIER BEAM Thomas L. Hanson P.E.
CONNECTION TO MANUF. HOST BEAM
°e 2"xH"ALUM.SMB FLORIDA LICENSE NUMBER:38654
CONNECTION W/(N)PER CHART ABOVE Mark Ronald Dunn,Jr. P.E.
3/8"THRU BOLTS,WASHERS AND NUTS
CORROSION RESISTANT TYPICAL FLORIDA LICENSE NUMBER:73968
ALUMINUM COLUMN LOCATED PER PLAN
FASTEN SMB TO RECEIVING
CHANNELW/#10x3/4"TEKS Joel Falardeau P.E.
(1 SCREW/INCH OF BEAM HEIGHT'H')
FLORIDA LICENSE NUMBER:70667
STAGGERED
ROOF, POST AND BEAM CONNECTION DETAIL
J• FBC Plans&Engineering
2X SMB PER PLAN Services,Inc.
• 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
ALUMINUM POST Phone:(813)788-5314
MIN.060 RECEIVING CHANNEL PER PLAN Fax:1-(866)-824-7894
FASTENED TO POST W/#10x3/4"TEKS Website:www.fbcplans.com
(1 SCREW/INCH OF BEAM HEIGHT'H')
STAGGERED
BEAM TO POST CONNECTION DATE:04/14/2016
ALUMINUM POSTS DRAWN BY: MARK DUNN SR.
FASTEN POST TO CONCRETE
WITH INTERNAL BASE AND (2)3/8"THRU BOLTS REVISION:
(4)3/8"CORROSION RESISTANT
CONCRETE ANCHORS WITH RO 1
MIN.2-3/4"EMBEDMENT AND 11 GA.INTERNAL ALUMINUM
1-3/4"MIN.EDGE DISTANCE BASE PREDRILL VERTICAL RO 2
= FLANGES -� RO 3
��`T�" j'•.`.': RO 4
JOB NAME &ADDRESS:
• ` ''` >'• W/(1) #5 REBAR CONTINUOUS
��, ♦ zxN SMB CgRRIERB ..-- DOWNING
MAJESTIC OAKS:LOT 240
3651 BLACK DIAMOND LOOP
TYPICAL FOOTER/SLAB, 3000 PSI CONC. W/FIBERMESH ZEPHYRHILLS,FL 33542
FASTEN PURLIN TO CARRIER SMB WITH OVER CLEAN, COMPACTED, TERMITE TREATED SOIL
2-1/8"x2"x.060 RECEIVING CHANNEL W/#10x3/4"
TEKS 3/4"O.C.,(1)SCREW PER INCH OF POST TO FOOTER AND CONCRETE
BEAM HEIGHT'H',EACH FLANGE CONTRACTOR:
SLAB CONNCTION
PURLIN TO CARRIER BEAM CONNECTION SUNSTATEALUMINUM
ALUMINUM CARPORT
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,&
FBC STH EDITION(2014)RESIDENTIAL&
EXISTING BUILDING
/ rd/
MANUFACURED HOME PROFESSIONAL ENGINEER SEAL
ENGINEER OF RECORD
MFG.HOST BEAM David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
PROPOSED
CARPORT Thomas L. Hanson P.E.
O to FLORIDA LICENSE NUMBER:38654
O
� z
Z 2"x6"SMB 2"x6"SMB 2"x6"SMB 2"x6"SMB 2"x6"SMB DRIVEWAY II Mark Ronald Dunn, Jr.
d i7
= SLOPE P.E.
I iO N w 3"x3"x.093 o CO co N
Ix FLORIDA LICENSE NUMBER:73968
N TYP(6)PLCS
N N N N Joel Falardeau P.E.
---- ------------ ----------------- ---------------- ----------------
E M FLORIDA LICENSE NUMBER:70667
2"x SMB
EDGE
1'-0" O.H. 8'-0" 8'-O" -8'-0"------ 8'-0" 8'-0" 1'-0" O.H.
FBC Plans&Engineering
Services,Inc.
40'-0" 6272 Abbott Station Drive Unit 101
42'-0" PAN ROOF Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
PLAN VIEW Email:erb@fbcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
DATE:04/14/2016
PROPOSED
1'-0" O.H. 3"X 12"X.024"ALUM.RISER PAN ROOF DRAWN BY: MARK DUNN SR.
FL 16952-R1 OR EQUIV.
REVISION: DATE:
2"x8"SMB 2"x6"SMB
EDGE BEAM RO 1
RO2
o 0 0 0 0 0 0
x x x x x x x RO 3
i7 M ih M M ih M
x x x x x x x RO 4
DRIVEWAY JOB NAME&ADDRESS:
_ '-�____ ar'�--•�-^_r, ^:y £- >-rS .;Muf,;. 4-L _ .may-q..
13'-0" 8-0" 8'-0 8'-O" 8'-0" 8'-0" DOWNING
40'-0" MAJESTIC OAKS:LOT 240
3651 BLACK DIAMOND LOOP
REAR/FRONT LEFT SIDE Foo E W/()#s ZEPHYRHILLS,FL 33542
ELEVATION VIEW ELEVATION VIEW
CONTRACTOR:
SUNSTATE ALUMINUM
PLANS & ELEVATIONS
2OF2
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,&
FBC 5TH EDITION(2014)RESIDENTIAL&
EXISTING BUILDING
W/(1)#5 REBAR CONTINUOUS PROFESSIONAL ENGINEER SEAL
TYPICAL FOOTER/SLAB,3000 PSI CONC.W/FIBERMESH ENGINEER OF RECORD
OVER CLEAN,COMPACTED,TERMITE TREATED SOIL David W. Smith P.E.
40'-0" CARPORT FOOTER FLORIDA LICENSE NUMBER:53608
Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Li Mark Ronald Dunn, Jr.
P.E.
- - - - - - -- - - - - - - FLORIDA LICENSE NUMBER:73968
Li Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
MFG. HOME
4 . . • .. �• e ;• •' : FBC Plans&Engineering
.:' ..'.°:' •'b':. .'i °. •'' Services,Inc.
� � 6272 Abbott Station Drive Unit 101
a ..d•.: .•...• � '°' � � ' . . i. •" Zephyrhills,fl.33542
.' .,'` Q'•' .. ., Phone:(813)788-5314
.'. 4 :: •PROPOSED a .'°• :.: .. •Y.'.: •`..� ,, .�..,
° . ° PROPOSED Fax:l-(866)-824-7894
p •,'� •• .l .: •.. •• '' 4"CONCRETE SLAB _ `:.! � • :, DRIVEWAY .' � •�'a : Email:erb@fbcplanscorn
:1•. ° W/8"X8"FOOTER °';• ~: Website:www.lbcplans.com
• ° ' '" r • C.O.A.-#29054
e, • i., ° •.� . ••. + .,� ° ,, : . e•'• DATE:04/14/2016
��_:v______a_rte_ •+ ______-,._.._!___iL9__z____ -_ __— ___ __ - __�t •<...�.'. .
DRAWN BY: MARK DUNN SR.
REVISION: DATE:
40'-0" 20'-0"
RO 1
RO 2
RO 3
MANUFACTURED HOME R04
FOUNDATION PLAN JOB NAME&ADDRESS:
DOWNING
MAJESTIC OAKS:LOT 240
3651 BLACK DIAMOND LOOP
ZEPHYRHILLS,FL 33542
CONTRACTOR:
SUNSTATE ALUMINUM
PLANS & ELEVATIONS
1 OF 2
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE I
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF SX 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,F 5TH
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. EDITION(2014)RESIDENTIAL& XISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDING
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
3. 3000 PSI 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 CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE.
IN 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 GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES CARPORT&CONCRETE PROFESSIONAL ENGINEER SEAL
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. ENGINEER OF RECORD:
3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA:
AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
WATER REDUCING AGENT-ASTM C 494. G-185. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 110 MPH FLORIDA LICENSE NUMBER:53608
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. RISK CATEGORY: I
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 4. WIND LOADS: Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119
RECOMMENDATIONS. SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300 SCREEN WALLS: 23 PSF
ASCE 7-10
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, COMPONENT&CLADDING PRESSURES:
AA ASTM C94 AND SPEC FOR ALUMINUM PART 1-A&1-B Mark Ronald Dunn,Jr. P.E.
VISIBLY FREE OF ANY STRUCTUR PSF, ZONE 3: 8.9/-55.0 PSF
SPALLING OR OTHER DETERIORATION. ASTM CI50 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF FLORIDA LICENSE NUMBER:73968
ASTM C33
B.MASONRY:
ASTM C260 5. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM A185 6. SOLID ROOF TYPE: 3"X12"X.024"ALUM.PANS,FL 16952-R1 OR EQUIV.
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 ALUMINUM DESIGN MANUAL
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING FBC Plans&Engineering
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS:
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services,Inc.
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,fl.33542
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2• SIM--SIMILAR Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT--CONTINUOUS HOLLOW SECTIONS Website:www.fbcplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2x2:---------------------------------------2"x 2"x 0.044"
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DATE:04/14/2016
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY: MARK DUNN SR.
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050"
PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN REVISION: DATE:
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER CONDITIONS. OPEN BACK SECTIONS RO 1
20 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR,
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 3
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 4
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" JOB NAME&ADDRESS:
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) DOWNING
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" MAJESTIC OAKS:LOT 240
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 3651 BLACK DIAMOND LOOP
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" ZEPHYRHILLS,FL 33542
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" CONTRACTOR:
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17 IN ITS ENTIRETY.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE SUNSTATE ALUMINUM
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
ENGINEERS
NOTES