HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: y �1 PERMIT#
REVISION FEE: RECEIPT#
NIS
` 4 z PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
'COUNTY2300 VIRGINIA AVENUE
FORT PIERCE,FL34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE ,/
ADDRESS: 'I"C'"f - �c�1 u�H s K-� row l ;C i �� 1 o-ku
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
zZI�fJ cT��
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: s
QUALIFIERS NAME:
ADDRESS: 109 L
CITY: STATE: �l ZIP: ��
.PHONE(DAYTIME)-. FAX:
4. OWNER/BUILDER INFORMATION:
NAME: .�0�24¢!d► ��%,f'
ADDRESS: .40
CITY: .' r7 STATE: ZIP:
PHONE: . FAX:
5. ARCHITECT/ENGINEER INFO
NAME:
ADDRESS:
CITY: S ZIP:
PHONE(DAYTIME):
Revised 07/22/2014
Is m ES 9
9 13 IUL
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ACTORY 6'-0 ,LTORY I-BEAU PORCH '-0'NOTCHED ENTRY(END) 9 `♦; �1,8'-0"D.C. _1 �T. e W000 CAP '-0' ' NOTCHED ENTRY START B'-4'O.C. '-0 tMA% MAX SPAGNG ( ) MA% MAX Q-- o -- -- -- -----BASON S'CONCAEIE _— — o — NTAA50NRY UNnS(DRY-STAtl(ED) r • STATE �
FACTORY 1-BEAM I ,
Al FS'��,OR13QG�`��`
-o �'-s TYP. A 1 ONAL
MAX B'-0"MAXI - ,,•AAA i n n l 1110�1-19-17
GRADE COVERED W1TN s pAo Tn u
�MMIi.PaYEnmExE 3000I CAPAOTF T-6•TYP. '-0'�
NOTE PM iYPE'A'NA9 A I i B'-0.MAX MAX
MANMNM HDGHT Or'34'FROM
RUDE TO TOP OF P.T.2 x a FACTORY I-BEAN
P.T.2 x8 Wow CAP •y MAIEDNE �-Jn' g
��'. rs•_a• ————2 3 39'-4 13'a' 0'e'
W'�11Y1 Q 1 �j t
FACTORY I-BE '
axa'xte'CONGRELE 6,_0.
' ASONRY UNI75
- .•v; (DRY-STACKED) 4 A%SPACIN 7'-5"TTP. '-0 C7
R 'a 1 A (MATELINE) 6'-0"MA% NAXJ c iA,
�,).,• MAX 8'-0�MAX LONG]
-GRADE ANCHOR STRAP I 7' C"
13'x28' rl
S RAD FACTCRY I-SEAM
MGM.
PER
NOTE PEA L1PE'B'NNAS A ¢ti S'+j•. 'Z !
MAMUUIf NDGT OF 46"ER __ L"1
GRADE TO TOP CF P.T.2%a — -'�+«— — —— ——
•_O 5'-4.O.0 c — 6'-0"O.C.
STRUCTURAL LOAD LIMITATIONS: MAX MAX r_1 MAX SPACING a MAX
coneE]mON:ZB14PLORIDABU1LGN000DE DTNED1 ONI&Ae E740
1. ULTIMATE DEMON MHO SPEEQ
110mph MNDePEEO
Z. NOMINAL DEMON WI NO SPEED: '1:y
132 mph WHO SPEED
3. WIND exP06URECATCOURY. "C°
4. IMPORTANCE FACTOR:1.1
!.DEMON ROOF LIVE LOAD:
20P6F SYMBOLS -
6. DEMON FLOOR LIVE LOAp -_-�_ LEGEND
40 PUP
T.MINASSWAEDa01LBEARIOM: IIgtt: 1300 PSP COLUMN LOADS V F.T.-FRAME TIE-DOWN FASTENED TO GROUND ANCHOR
8.OCCUPANCY CUIBMFIGTON: R3 - G.A.
B.TTMSBUILDING16NO: ve O =3060 LBS. ®17bx25.5•ASSPAD=3000LBS.CAPACITY _.COLUMN ANCHOR STRAP FASTENED TOGROUNDANCHOR
1O T108 eNLgN018 NOT DESIGNED FOR PIACEMENTINAlOON
VELOCITY HURRICANE ZONE AS DEBNEU BYTIE FBC -LONGITUDINAL ANCHORSTRAP LOCATIONS
11.T1118BVILGNOIUNOTOEMONON TO B68UBMEROEDOR O -3060 LBS- 013X1B•ABS PAD=237b LBS.CAPACITY
SUIUELTED TO WAVE ACTOR WHEN LOCATED IN A FL000
PRONE OR ZONE ARPA THB BOTTOM OF TIE aTRUCTUML GROUND ANCHOR SPECIFICATIONS
I-SEAM MUSTBE LOCATEDAUOVE THE eUILGM.61
O BITE FL000 3Q =4740 LBS.
PLANE LEVEL FORTHIDBUILDINGTOBELOCATEDINAFLOOD GROUND ANCHOR SMALL HAVE AWNWUN (3)17.6'x2b.6°a93PAD=6DDG LBS.cAPAcm THESE PLANS AND ALL PROPOSED WORK
PRONE OR ZONUAREAOR THETIEOMOEAT TIE BUIIGNO WORIONO LOAD OF 31aO)NIDA MWINVN OP PAD IS LAID IN THE OPPOSITE DIRECTION elTe Musr SEA.ve TNe LOOOPLAONWI 4T2af ULTIMATE LOAD CAPAW.. ® =4740 LBS. (T
ASTMA-38(GROUND AvcHGts) TO THE BOTTOM PADS REQUIRED BY FIELD INSPECTORS THAT
MWURE MAN ANCHOR-CV.VIMZED AUGER
MODEL/LM eaO-Dx 3/4 '
a/a'x 4a'sHArt w M SINGLE a•DISC mu MATMXL wAu ,fA�4 p B,pppE6uL
(4e INCH MINIMUM ANCHOR SHAFT EYBEOMF3R) TEDOWN5-S'-4'O.C. ' S Ofl`$07{1 6'C�° dSN ,
FOUNDATION NOTES. E anDMEN BRMKET MKffIF QMFOT'
IF ff K IN—
I. FLOOR JDISTe
BLOCKING SPACING BASED ON 20PBF LIVE LOAD ON ROOF AND 1600 PSF BOIL BEARING CAPACITY. AVE
2.CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS.END POUND PIERS OR HIGHER MUST BE ,z�1pAyC(�,
DOUBLE BLOCKED. FAME E ill �ip� ' R u0°h1DNNEss
3.ALL SIDENALLANCHORSARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHOR MAY BE USED. CO�a'Ii5 I i1wMM
4. WOOD 9HIM9 MAY BE INSTAILED WHEN NECESSARYHIMBENYENALEEN THEI-BEAMAND THE 70P OF THE PIER.9NIM99HALL BEFREE OF .T.2xe ram sHlu yy�j�p]u��p M Zwt
DINTS SHALL NOT BE LESS THAN 2J3 OF THEBEARING PRIOR TO AD DINGTHES T. HMEDAR,OR ASS AND BEARING AT ALL CONTACT pqt 9,Y 9TACMgtUFD LOCN9 m '1 TD t'.��2 �'&Xu L�4
S.ALL TIE DOWN ANCHORS SHN.L HAVE MINIMUM 4,725 LB.ULTIMATE CAPACITYAND SMALL BE INSTALLED PER THE MANUFACTURER'S SPECIRCATION9. C. 3- 1 4 WIOTN.
S.THE STEEL FRAME OF HOME IS NOT FOR USE OFRELOCATION OF HOME AFTER SETUP,AND 18 INTENDED FOR USE AS A PERMANENT FOUNDATION.
7.ALL PIERS SHALL BE CONSTRUCTED OF 8'X8'XWCONCRETE MASONRY UNITS CONFORMING TO ASTM C9D. NA I0 MPECT
a.INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS, c WHO
MINIMUM pOLYETNYIENE RUM 4' M ULTIMATE 9.I-BEAM SUPPORT PIFRB MAY BE INSTALLED LATERALLY(90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN).MUST BE O - JOWLS SHALL BE LAPPED EME RUM M g ERIA TO
LOCATED DIRECTLY BELOW THEI-BEAM CENTS(LINE - AND g,1LED txnl ADNEMY12
6 10.ALL MASONRY PIERS MAYBE INSTALLED INA ORYSTACKSUBIECTTO LOCAL JURISDICTION
Senyb Engineering Se"IDes THESE STANDARDSANOPIANS MEET DMWWO WFORWTION CUSTOMER: IS
318.'S.Scenic Hwy,Ste.100 THE 2014 R C.-RESIDENTIAL I6THEOITIONI AITG FDFORM
RUNE ADDRESS:4442 EDWARD3 E e LIVE LOAD
Lake Wales,FL 33853 V.,°ULTIMATE DESIONWNDSPEED.170 MPH LRISKCATERCORY II BUILDING) PEP SOIL
Phone: 863589-5980 V-NOMINAL DESIGN WIND SPEED•132 MPH(RISK CATEROORY H BUILDING) CONTRACTOR M9J. MODEL#340TL28582 2 d �6 CAPACITY
Fax: 1-866-865-2044 (TABLE lsma') 1C T DATE ��m r FOUNDATION PLAN AND DETAILS
MAPKV.RICHTER,P.E.R661BS LLC l HaVi-ta2D17 PROVIDED BY F�'�
31BBBCE S,FL33 BTE.,00 ( ) ;; RULE SENYG ENGINEERING SERVICES
LAID:WALES,F M.S LONGW 000
OFF lce 6B3 G.Ma F NOrPRLYTEDTOSCALE LAKE WALES,FLORIDA 33853 BNEEr 1 of 1