BLDG1406-0001-PlansGENERAL NOTES
GENERAL CONTRACTOR AND ALL 5U5 CONTRACTORS SI --{ALL VISIT TI4E BUILDING SITE
AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF 5ID.
2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DFRAWINGS. AND OR SPECIFICATIONS
BE REPORTED TO ENGINEER FOR CORRECTIONS BEFORE SUBMISSION OF edr).
3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE
CONTRACT AND/OR MANUFACTURES FAVOR OR 5Y VIRTUE OF EFRRORS, AMBIGUITIES
AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION
OF ESI D ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY MANNER.
4. WRITTEN DIMENSIONS GOVERN, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IN THE
EVENT OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY LUORK.
5. ALL WO PERFO ED SI--IALL CONFORM TO THE LATEST EDITION OF 1-1-4E 2010 FLORIDA
BUILDING CODE AND ALL APPL_ICA5LE COUNTY ORDINANCES, AND SHALL BE COMPLETED
TO THE1-4IGHEE'pl" STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE RESPECTIVE TRADES,
CONTRACTOR 15 RESPONSIBLE FOR THE PROPER EXECUTION OF ALI_ WORKS, NOT WITHSTANDING
THE APPROVAL OF SHOP DRAWINGS, DESIGN MIX, LABORATORY INSPECTIONS AND REPORTS,
ARCHITECTS AND/OR ENGINEER'S FIELD 0E3SERVATIONS, THE LIKE OF WHICH ARE INTENDED TO
ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY.
1. INCLUDED IN THE RESPONSIBILITIES OF ITEM '1 ARE THE FOLLOWING;
A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT
AND PROPERTIES.
B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF ALL FORM WO AND TEMPORARY
STRUCTURES.
C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED
WORK IMPROPERLY PLACED AND/OR TESTING UNDER STRENGTI-4 SHALL ISE REPLACED WITI40UT
ANY ADDITIONAL EXPENSE TO THE OWNER..
CON fR=.1-= AND STRL.C.:TL,FRAL NOTES
ALL POURED IN PLACE CONCRETE AND MASONRY GROUT SHALL ATTAIN A MINIMUM STRENGTH OF
5,000 P.S.I. IN 2a r)4 -re, UNLESS NOTED OTHERWISE.
ALL. CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL
CONCRETE BUILDING" ACI -301.&47.
ALL MORTAR SHALL CONFORM TO 4.5.T.M.
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LUMBER AND Ff2,41-
INC1 NOTES
IAN
kii,011111.
114141.4
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1. FRAMING LUMBER SHALL CONFO WITH T1 -4E PROVISIONS OF THE
AMERICAN SOFTWOOD LUMBER STANDARD PS -20 -(LATEST EDITION) 4NI
EACH PIECE SHALL BEAR THE G DE STAMP OF AN APPROVED G DING
AGENCY.
2. FRAMING LUMBER GRADES THE FOLLOWING GRADES SHALL BE TI -4E MINIMUM
ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
ITEM MINIMUM GRADE
STUD ONLY:
2" TO 4" THICK 2" TO 4" WIDE NO. 2 SOUTHERN FINE
STRUCTURAL LIGHT FRAMING:
2" TO 4" THICK 2" TO 4" WIDE NO. 2 SOUTHERN PINE
STRUCTURAL JOISTS 4 1-4EADERS:
2" TO 4" THICK 6" AND WIDER NO. 2 SOUTHERN PINE
POSTS:
4" X 4" AND LARGER NO. 2 SOUTHERN PINE
3. F3OLT I-10LES SHALL BE 1/16" LARGER TI-4AT THE BOLT SIZE. RE. -TIGHTEN ALL
NUTS PRIOR TO CLOSING IN.
4. STANDARD CUT WASHERS 51-IALL BE USED UNDER E3OLT HEADS AND NUTS
AGAINST WOOD.
5. 5. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL
PRESSURE TREATED, OR OTI4ERWISE BE PROTECTED 5Y AN APPROVED
SEPARATING MATERIAL. BOLTS 51-14LL BE PLACED, 9" FROM ANY NOTCH
GREATER TJ -44N 1/2 THE WIDTH OF A MEMBER.
Fp. ALL NAILING SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2010
FLORIDA BUILDING CODE. NAILS SHALL BE COMMON WIRE NAILS.
5-RUCTUFRAL STEEL AND MISCELLANEOUS NOTES
PLATES : ASTM-A3g?
MISCELLANEOUS ANGLES : ASTM -436
ANCHOR 'BOLTS : ASTM -F154 , GRADE 362
CONNECTION BOLTS 45TM-4325
NUTS: ASTM -456.3
W451 -4E5 : ASTM -F436
HEADED STUDS : 4STM-A100
WELDING : AS PER AW5 1D.1.l (E -10><X)
CLEANING : SePC-SP6?
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ECT No:
- 14 -110
' 410..1,11 1.111 1,1 lill,dinina16114
F0FEY OWNER / ADD
PATEL, E5INITA ANE) JAYE&
12335 NW 00T- PLACE
FAR<LANED, FL. 330-17
PROJECT ...00ATION:
12335 NW a0TI-1 FLACE
AR<L4\IE:), FL, 33070
I
.1411,1.1..010.k
4-41 31 05 1E3&0
IR EGAL DESCRIPTION:
L0 14, E3LOC< F, CP HERON EA -i- NOT -1
ACCORDING TO --E FLAT THEREOF AS
RECORDED IN FLAT 1500‹ 1 3, AT PAGE
4E FLI0RECORDS OF f:50UJARTD CO
FLORDA.
FLAT 2,
1E31, OF
ZONING LDISTRICT:
RS SE0IAL 5INGLE FAMILY RESIDENTIAL
STANDARD DESIGN
WINE) 5FEEE): 1a0 FE R ASOE
EXPOSURE CA EGORY':
IMPORTANCE FACTO:
IN-ER\IAL FIESSL,RE C E -I IEN
f5UILE)ING 00IDE: FLORIDA EL-IL00E)E 2010
5COFE OF WOR<:
1. NEW OFEN AIR fz)EIRGOLA.
IR 00F ATTACHIEN
5
T
EfRVIOUS AREA:
E AREA
1 --IEE WILL EE NO
EE WILL E3E NO NEW IMFERVI01,5 AREA
10'-0"
di. 18\11 .114
LOT 13
te3LOCK F
ILI
-
4
Q.
01
441 -10" --
LOT 3 j LOT 2
5.LOC,K F BLOCK F
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EXISTING RESIDENCE
ONE 5TORX
'RESIDENCE °12335
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NW SOT. -1 PLACE
LOT 14
BLOCK F
-1.65' PLATTE
IL:
--1FRAWING No:
1PROJECT No:
E)-14-110
CITY OF PARKLAND BUILDING DEPARTMENT 054-753-5447
Date Received: 6/2/14 Permit Number: BLDG1406-0001
Lot: 14 ' Block_F Subdivision: BANYAN ISLES
Job Address. .12335 NW 80 PL
Work Description: PERGOLA & TAVERTINE PAVERS IN BACKYARD
Contractor: Phone:
DEPARTMENT Date Denied Date Approved Initials
ZONING
LANDSCAPING
ENGINEERING
FIRE
STRUCTURAL
ELECTRICAL
PLUMBING
MECHANICAL
15' Building setback
19
11
8' Pool setback 5' Deck setback
19
•
PL
Designer: AEA / MAC
Address: 5200 SW 73rd. Avenue
City: Davie
StatelZip: Florida, 33314
Phone: 954-791-8110
Fax: 954-791-6550
NAME: Patel Residence Pergola Drawing
ADDRESS: 12335 NW 80th Place
CT': Parkland STATE Florkla
PHONE 954-798-3654 ZIP: 33076
777 N.W. 72nd AVENUE SURE 3025
MIAMI, FLORIDA 33126
TELEPHONE (305) 262-0400
FAX: (305) 262-0401
DRAWN BY: R.S.
JOHN IBARRA & ASSOC.,INC.
LAND SURVEYORS
BOUNDARY SURVEY
SCALE =1'= 20'
LOT -3
BLOCK - F
65.20'
F I 112" N 8500'44 E
NO CAP
LOT -13
BLOCK -F
C.B
(8)
7 31' e / - • 18.15' o�
11.40'
T ^. PORCH m h
2015' z
LOT -2
BLOCK -F
FND
NO ID
F 1 P 1/2'
NO CAP
PRM
12'UEJ
in
ONE STORY
RES. # 12335
LOT -14
BLOCK -7
11.70'
PJC
Zs, 5A0'
11.35' t't
12.50'
20.85'
F I P 112"
NO CAP
WM
BRICK
WALK
76t'
CATV
0
2'UEJ (8 H ) .FIP1/2'
FIP12" F
NO CAP NO CAP
SURVEY No. 11-002035-1
SHEET No. 2 OF 2
LOT -15
BLOCK -F
5' CONC SWK
6 PWY
2 Cds
808.
N 11'O04'E
N.W. 80th PLA{
R•t452.00'
R=1482.00' L=57.72'
L=240.99' Tan=28.87'
Tan.120.77' G=2'1640'
d -r3034' CHB=988'4826'W
CH=240.71' CH= 7.72'
wspii47
cato-
R•125.00'
L•7.65'
Tan=3.83'
d=3°3021'
CHB=N88w8'03-W
CH•7.65'
ENCROACHMENT NOTES:
(A) Soed side ofrhe Subject Property Brim Driveway Eweroaehing law 12 foot OIi1i yEasement ow/ Brick Re arw
Eoo ooehiwg boo the Right of Way of .N,W. 501k PLACE
(8)Saved cod Nord side of the Subjed Property Wear sere, Cable TY, Fire Hp6w,sad Card Basks
SURVEYORS NOTE: E=owckug ram de Subpece Property
- Then may be Easements recorded m the Pubbr Remedy not shown on dna SurvaT
- The purywve of this Survey Is For use to °Stea mg'IBM Insurance end Plnammng and should not be used for Conatructwn pureness