HomeMy WebLinkAbout08-8410 (2) P TAT 0 ' S tT RVE Y SEC. 12, TTYP. 26 S., RNG. 21 E.
PASCO COUNTY, FLORIDA
MUSE COURT 4' s/W
CUL-DE-SAC f
FIR 5/8" LOT 86
/ PLAIN
FIR /8
SCALE: 9
5 " - o ��L�
PLAIN
PfZOk D ° I ')
CURVE TABLE
= j► '�� 6p 'o (�� � CURVE RADIUS LENGTH CHORD HORD BEARING
\� C LOT 88 O LOT 87 � C1(P) 45.00 41.85 40.36 N63°1107E
��J Cl(M) 45.00 42.02 40.51 N63°21 51"E
O 0
•
26.30 - ® LOT 82
589°51'24"W(L)
a FCM 3X3 `
LB 827
O FIR 5/8° 5.08
889 51 58 W(P) PLAIN ' "
SW CORNER V 555.84'(P) o ��,� ) , H I ,��
SIR 1 2 •� i I � f � 1lili) \[/j D1 1)'
'SUBDIVISION 555.52 M /v PLS #3555 1'. IJ . ( CSC V�
( ) 889 53 07 W(I11) 136.96 (M) . � . 11 Rlili l � C)�.D�\���(��:,
SOUTH BOUNDARY 4" CHAINLINK
SUNSET ESTATES NO. 2OIE
yI r.
LEGAL DESCRIPTION: NOTES:
LOT 87, SUNSET ESTATES NC. 2, AS PER PLAT
THEREOF RECORDED IN PLAT BOOK 16, PAGES 3 AND 1. BOUNDARY SURVEY ONLY,
4, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. 2. LEGAL DESCRIPTION FURNISHED BY CLIENT.
3. BEARINGS BASED ON S 89°51'58" W (ASSUMED) ALONG
THE SOUTH BOUNDARY OF SUNSET ESTATES NO, 2,
4. THIS SURVEYOR IS NOT RESPONSIBLE FOR EASEMENTS,
NOT VALID WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE RIGHT-OF-WAYS, OR ENCUMBRANCES OF RECORD NOT
LEGEND: SHOWN HEREON THAT HAVE NOT BEEN FURNISHED TO
x00.00 = POINT OF ELEVATION A/C = AIR CONDITIONER OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS OFFICE OR THAT HE HAS NO KNOWLEDGE THEREOF.
FF = FI,NiSHED FLOOR S/W = SIDEWALK
BM = BENCH MARK D.E. = DRAINAGE EASEMENT 5. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE
POB == PPDF.OOF FESS of BEG LAND ND SURVEYOR U.E. == RIGHTIIES EASEn�NT T CS cERTIFES DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
FCM FOUND CON
PLS IONC R/W RIGHT OF WAY FIL'LD HOOK 234 P_4 CF 53
= CRETE MONUMENT CL = CENTERLINE THAT WE HAVE MADE A SURVEY CF ND ABOVE DESCRIBED
FIR = FOUND IRON ROD PI = POINT OF INTERSECTION PROPERTY, THAT IT I3 TRUE AND CORRECT TO THE BEST OF jJ jJ- j�jjJ�T n SIR = U IRON ROD = PAVED OUR EP KNOWLEDGENTATI AND BOF F AND THAT MIS PLAT IS I A TRUE F slo2,s. BILL R• �/1 O//1{/ 1 JJ , DAFZ:'05/11/2007
FIR= FOUND LEON PIPE REPRESENTATION TI BEL AND THE SURVEY AND T' PLAT
FPP= FOUND PLyCHED PIPE CONCRETE = CONC. DATE OF SURF�L'Y.'05 /08/2007
:` = CONFORMS TO THE BOARD OM A-14D SURVEYORS
STANDARDS SET FORTH e e
FPK&D = FOUNDF DISK SK DIRT/GRAVEL BY THE FLORIDA OP E CO E PURSUANT
ORS R7 CHAPTER L,4N0 ,SURY�'YLVG CLIENT'..' IIIGSON
S?K&D = SET FK&DISK 6iG17-6 FLA ADMIYISTRATIVE CODE PLn2SUA.YT TO SECTION
(P) = PLAT ®= COVERED AREA 472.027 FLA.. STArl.ES.
(M) = MEASURED `B+= POW'ER POLE 38361 fIWY. 54 . ✓OB NUN4IBBR: 07145
(D) = DEED ®= WELL 2L'PHYRHILLS, FLORIDA 3354.2
SEC. = SECTION RNG. = R4NGE d �C ScALLc' /" = 30
TwP. = TOWNS. POO = POINT OF COMMENCEMENT /< /�' � PXOA (813) 798-6922 788-3077 DR4i�1V BY. ✓H
BILL R. BROP,iV P.L.S. #3555 (352) 793-7400 SHEET 7 OF 1
AERIAL VIEW
HOUSE
16'
FRONT ELEVATION SIDE ELEVATION
3" RHINO PAN ROOF FL-4718
HOUSE
2X9 SMB
3X3 O. H .
POSTS �o
I ' I
ti
EXISTING DRIVEWAY`
14 '
16' 17 '
•14 • CJ pfd tJt .V f•C..• �CLi. � PN V ,`CtLLU C' L{rZC C MARGARET H I GSON WIND ZONE
I HEREBY CERTIFY THAT I HAVE PERFORMED AND REVIEWED THIS 5624 MUSE CT. 120 MPH
PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-02 AND 9909 WaLLa.t&n. D . 621210 T L 7Cuter R0ud ZEPHYRHILLS, FL. 33542
FLORIDA BUILDING CODE, 2004 EDITION, AND ALL UPDATES AND Dade. C tV, TL. 33525 3-eftAg JI1LL.i, . 33542 CARPORT SHEET
REVISIONS THROUGH THE 2006 SUPPLEMENTS.
` 0 (352) 521-0865 (352) 521-0863
D.W. SMITH, P.E. # 53608
TL. P.r. cexic #: 53608 -Saza uLe- (813) 788-5314 DESIGN/DRAWN DATE 1 OF I
�'iic l�alc+c 10/01/08
3'x12' RISER PAN
FASTEN RISER PANS TO FRAME W/ S'COMPOSITE PANEL
#10 X 1/2' HEX HD CORROSION RESISTANT 3 FASTEN RECEIVING CI 'EL TO FIST 2x4 MIN FACIA
METAL SCREW,WASHER&SEAL FASTEN TO FRAME W/ WITH 81Dx2' LAG SCREWS! 12' C.C. MAX
APPROX 4' DIDMAX. AS SHOWN #10 X 4' HEX HD CORROSION RESISTANT c2) ROWS STAGGERED
PLUM FLASHING
METAL SCRE W,WASHER&SEAL INSTALLED UNDER DRIP EDGE CR 6'
3'x12' RI PAN (3 SCREWS /PANEL 80TH ENDS) APPROX 8' DC MAX. UN➢ER FIRST RCW OF SHINGLES& B' O.C. @ RAKE EDGES
(5 SCREWS /PANEL BOTH ENDS>
T=TEN
AL X U2' CCRRCSIGN RESISTANT
ALL PURPOSE SCREW
HRU BOLTSBLE BELOW
ERSINUTS SIDN RESISTANT -POST SIZE FASTENERS 17 KSI 3'CON SITE PANELS S�M,B, DEPTH S.M,B, WEB TUBE WALL CORROSION RESISTANT UPLIFT
CAPACITY OFFET MAT'LS
'H' WALL 'T' 'N' SIZE
06' (3) 3/8' BOLTS, NUTS, WASHERS 1,720 LBS w
5' 050' 06' (3) 1/2' BOLTS, NUTS, WASHERS 2,550 LBS
ROOF PANELS ZD
050' 06' (3) 5/8' BOLTS, NUTS, WASHERS 2,550 LBS — ---
DETAIL— 6' `n"�
7' 055' 06' (4) 1/2' BOLTS, NUTS, WASHERS 3,500 LBS F-
RISER PAN ROOF ,055' 09' C4) 1/2' BOLTS, NUTS, WASHERS 3,600 LBS HT ALUM POST
CONNECTION 7' rerr,rcrrrt ;,mrrrxrr rrr h
7' 055' ,125' C4) 5/8' BOLTS, NUTS, WASHERS 4,500 LBS F-
8• ,072' ,06' (4) 1/2' BOLTS, NUTS, WASHERS 5,500 LBS rn
8• ,072' 09' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS DETAIL E' - 2 =
81 ,072' ,125' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS COMPOSITE PANEL CONNECTION DETAIL U
9' .072' ,06' (4) 5/8' BOLTS, NUTS, WASHERS 7,000 LBS PANEL ROOF TO WALL-
9' 072' ,09' (4) 5/8' BOLTS, NUTS, WASHERS 8,900 LBS
.125 (4) 5/8' BOLTS, NUTS, WASHERS 9,500 LBS
10' 092'WEB 4'x4'x,125 (4) 5/8' BOLTS, NUTS, WASHERS 11,000LBS NOTE DIM HT DEPENDANT UPON
LIMITING FACTOR IS SHEAR STRESS IN THINNNER OF BEAM ❑R COLUMN WEBS
LATERAL LOADING & OTHER
NOTE' OTHER BOLT SIZES AND QUANTITIES MAY BE USED SPECIFIC DESIGN FACTORS,
NOTE, SEE SIGHT SPECIFIC OW
ORTEXCEOEDMBEAO TOUCOLUMNNCONNECTIONNCAPACITYY MUST EQUAL FOR ALLOWABLE DIMENSION H7
REFER TO INCLUDED SITE SPECIF1'C S'-i£ET
INDIDATING WHERE CONNECTION I S APPLICABLE
3'x3'x 125'
ALUMINUM COLUMNS
#:0x3/4' CORROSION RESISTENT 3'x12'x.032' ALUM PAN ROOF TYPICAL (4) LOCATED PER PLAN
@ASHE
RAKE EDGR ES D 26'�SO.C. #10 X 1/2' HEXTEN TOMHED CORROSION RESISTANT
TYP BOTH SIDES METAL SCREW,WASHER&SEAL 7-
APPROX 4' DC MAX. AS SHOWN (2) 3/B' THRU BOLTS
(3 SCREWS (PANEL BOTH ENDS) PREDRILL VERT FLANGES
11 GA INTERNAL ALUMINUM BASF
3000 PSI CONCEI O O
TT
/ CN) /16 HEX HD BOLTS THRU,
2'xH'S.M.B. WASHERS &NUT C6) 1/4' CONCRETE SCREW 2' MIN
CORROSION RESISTANT ; RAWL TAPPER OR EQUIVALENT
ALUM COLUMN (N=H/2) ROUND UP FOR >> /�� EMBEDMENT, CORROSION RESISTANT
DOD SIZES VIEW 1V
e � UP�_IFT/POST=2,40C# (6 SCRS RATED 2790#)
DETAIL G DETAIL OF 3"x3" MIN 2500 PSI CONCRETE
MIN 2' EDGE DISTANCE FOR SCREWS
DETAIL OF CONNECTION DETAIL OF POST TO CONCRETE CONNECTION
SIDEBEAM POST TO 2"xH" SIAB QR EQUIVALENT RATED 2790# UPLIFT
CONNECTION
ENGINEER'S NOTES! I hereby certify that I have performed and D . W - S tiI ITH P . E .
BASIC WIND VELOCITY'110 MPH, 3 SEC. GUST reviewed this plan and found it to be compliance FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PATIO AND CARPORT
IMPORTANCE FACTOR; .77 PROJECTS CONSULTANT ENGINEER CONNECTIONS
EXPOSURE CATEGORY: B with section 1609 of the Florida Building Code, 9909 VALLASTON DRIVE-DADE CITY,FLORIDA 33525
INTERNAL PRESSURE COEFFICIENT=0.0 2004 edition and ASCE 7-02 of �— PI[ E:352-.21-CS65 _Ax:3i2-2I-L$67 ___ d�sFlF2eorthilrkrxt
C&C DESIGN PRESSURES PER TABLE R301,2 DATE SHEET NO.
FBCR 2004 & 2006 SUPPLEMENTS FBCR 2004, and the FBC 2006 Supplements, PASCO PERMIT SERVICE
David W. Sf11t�'I,P,E. SUZANNE BAHR 813-788-5314 06/03/08 1 OF I