HomeMy WebLinkAbout9704-0029- SITE PLANRevisions
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ST. LUCIE COUNTY -FT. PIERCE
FIRE DISTRICT
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SSFBJ , T TO FINAL FIELD INSPECTION
BY: JOHN HAYQUj __DATE:
Compliance to: 1. N.F.P.A. 101
2. Standard Building Code
3. State Fire Marshal Rules
4. Local Fire Codes
SEFa ATTACH D DF !.AjZj (NT VVItITf. UP
P.O. BOX 3030 TIPLEPHONP: (407) 462-2312
FT. PIERCE, FL 34950 FAX: (407) 462-2a25
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Drawn By
Checked By
Drawing No.
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Revisions
No. Description Dale
32.8
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LOCATION-. MAP
NTS
INDAI L. BROW14ING. LLRRARI
& fiFLLS-fROM.
INC.
CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS
BLDG. 5000, SUITE 104
2I0 JUP]TER LANES BLVD.
JUEITER. FL. 3316E
STUART. FL. 33497
407-746-9a45
407-286-3683
2222 COLONIAL ROAD
2065 I5TH AVENUE
SUITE 201
VERO BEACH. FL. 32950
FT. PIERCE. FL. 34950
407-567-2156
407-451-2450
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'Fo NDATi Dt� PLAN: `Ig= � - a
G EN. WOOD CONST.
WOOD CONSTRUCTION. WOOD CONSTRUCTION
SHALL CONFORM '10 THE NFPA "NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION",
LAT ES EDI 110N.
ALI, STRUCTURAL MEMBERS SHALL BE SOUTHERN
PINE, GRADE NO. 2.
STUDS SHALL OF TRIPLED A ALL ANGLES, CORNERS
AND AROUND ALL OPENINGS.
GENERAL
FOUNDATION
SOIL BEARING. FOUNDATION DESIGN IS BASED ON
AN ALLOWABLE BEARING PRESSURE OF2500 PSF.
COMPACTION. All, FOOTINGS SHALL BE PLACE ON
WELL C'OMPACTFD SOIL. MINIMUM 95% OF
MODIFIED PROCTOR. SOIL COMPACTION SHALL BE
VERIFIED BY LICENSED GEOTF.CHNICAL ENGINEER.
FOOTING PENETRATION. BOTTOM OF MONOLITHIC
FOOTINGS SHALT, BE A MINIMUM OF 12" BELOW
GRADE.
GENERAL CONCRETE
STRENGTH. All, CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 3000
PSI, A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2
TO 4% AIR ENTRAINMENT, AND A MAXIMUM
WATER/CEMENT RATIOOF.58.
MIX. CONCRETE MIX DESIGN SHALL BE IN
ACCORDANCE WITII TTIE LATEST EDITION OF ACI 301
CHAPTER 3, ME'1"1101) 1 OR METHOD 2. " SUBMIT
BACKUP DATA AS REQUIRED BY CHAPTER 5 .SECTION
5.3 OF THE LATEST EDITION OF ACI 319.
STEEL. ALL REINFORCING STEEL SHALL BE NEW
DOMESTIC DEFORMED BILLET STEEL CONFORMING,
TO ASTM A-615 GRADE 60.
W.W.F. WELDED WIRE FABRIC SHALL CONFORM TO
AS')'M A-185. WWF SHALL HE LAPPED AT LEAST 8"
AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN
THE 8".
CODE. ALL CONCRETE WORK SHALL OF IN
ACCORDANCE. WITII "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE." ACI
318 LATEST EDITION, AND "SPF,CIFICA "IIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS," ACT 301.
COVER. THE FOLLOWING MINIMUM CONCRETE
COVER SHALL BE PROVIDED FOR REINFORCEMENT:
(3") FOR CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH. (2") FOR ALL
OTHER CASES.
LAP. HORIZON1A1, WALL AND FOOTING BARS SHALL
OF BENT F-0" AROUND CORNERS OR CORNER BARS
WITH 2'-6" LAP SHALL RE PROVIDED,
CMU UNITS. CONCRETE, MASONRY UNITS SHALL
CONFORM WITH ASTM C-90 HOLLOW LOAD REARING
CONCRETE MASONRY UNITS, TYPE 1, GRADE NA,
NORMAL WPIGIIT, 8"X8"X16".
MORTAR. MORTAR SHALL CONFORM WITH ASTM C-
91 FOR MASONRY CEMENT AND ASTM C-150 FOR
PORTLAND CEMENT. MORTAR SHALL BE TYPE M.
MASONRY REINFORCEMFNT• HORIZONTAL
MASONRY JOINT RFANF'ORCEMENT SHALL BE k8
TRIISS TYPE AT EVERY OTHER BLOCK COURSE, LAP
SPLICES 6" MIN.
NOTES
OFLOOR SLAB. PROVIDE. 4" THICK CONCRETE SLAB WITH
6X6, 10/10 W.W.M. ON CLEAN, COMPACT, TERMITE
TREATED SOIL. MOISTURE BARRIER BENEATH FLOOR
SLAB SHALL BE 6 - MIL VISQUEEN.
OSLAB FINISH. PROVIDE STEEL TROWEL FINISH FOR ALL
INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH
FOR ALL EXTERIOR SLABS.
OMONOLITHIC FOOTING. PROVIDE 16" QP. X I6" WD.
CONCRETE MONOLITHIC FOOTING W/ (_) N5
CONTINUOUS.
®2X6 WALL. PROVIDE. 2X6 SOUTHERN YELLOW PINE
STUDS * 16" OC WITH DOUBLE TOP PLATE, AND SINGLE
P.T. BOTTOM PLATE. TOP PLATE TO TRUSS STRAP W/
SIMPSON MTS16. TOP PLATETO STUD STRAP W/ SIMPSON
SP2 EACH STUD. ROT. PLATE TO STUD STRAP W. SIMPSON
SPI EACH SAID. BOT. PLATE TO FOUNDATION W/ 1/2" X
8" ANCHOR BOLT n 4'-0" O.C.
OAK
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[Drawn
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Checked By bate
51";F
Drawing No.
Scale:
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DateJl 9-7
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PEHMALITE P-2000
061E uo tea w(g)
Ts'iJA I L4 A
GAME E01-USS
MULAt -t(JSSFS
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,MUSS NOTES
ROOF TRUSSES. PROVIDE PRE-ENGINFFRED, PRE-
FABRICATED 2X WOOD TRUSSES FOR SPANS AND
C'ONDHIONS AS SHOWN. SUBMIT TRUSS SHOP
IIRAWINGS, SFALFD BY AN FNGINEER IN TILE. ST'ATF.
OF FLORIDA FOR APPROVAL PRIOR TO
FABRICATION. SHOP DRAWINGS SHALT. INCLUDE
TRIISS LAYOUT, DESIGN LOADS, TRUSS REACTIONS
AND ALL O]ITT11 INF(IRNIATION RFQIIIRFII FOR
PROPER TRUSS INS ,FALI.AIION. SPACE. FRUSSES 1u7
24" O.C. MAXIMUM.
Hlll(IUCANE STRAPS. PRO\ IDE SIMPSON HURRICANE.
STRAPS AS SITOIAN ON S( HTDULF; AND ON FRAMING
PLANS AT ALL 140OF / JOIST 'rRusS ILFARING
( ONNF( (IONS. FILL ALI, NAIL LIOLFS IN SFRAP4
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GEN TRUSS NOTES
FASTENERS. ALL, PREFABRICATED WOOD TRIISSE!i
SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR BEAMS, WITH HURRICAN!).
CLIPS OR ANCHORS SHOWN.
TRUSSES. PREFABRICATED WOOD TRUSSES SHALE
BE DESIGNED IN ACCORDANCE WITH THE LATEST
EDITIONS OF TIIE "NATIONAL DESIGN
SPF.C'IFICATION FOR STRESS -GRADE LUMBER AND
ITS FASTENERS" AS RECOMMENDED BY TIIE
NATIONAL FOREST PRODUCTS ASSOCIATION.
LOADS. TRUSS MEMBERS AND CONNECTIONS SHAI r,
BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE.
STRESS INCREASE FOR LOAD DURATION OF 25%) T'(k
WITIISTAND 20 PSF LIVE LOAD AND TOTAL DEAN
LOAD.
SHOP DRAWINGS. TRUSS MANUFACTURER SHALL
SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITR
AN F:NCINEFR'S SEAL FOR APPROVAL BY THE
ARC'HI ITCT, DESIGN NOT ES TO INCLUDE THE RATED
LOAD CAPACITY OF TIIE CONNECTORS USED TO
SECURE THE MEMBERS, CERTIFICATION OF THE
CONNECTOR CAPACIIIES AND MANUFACTURER'S
LICENSE TO FABRICAfE TRUSSES UTILIZING THE
CONNECTOR SYSTEM PROPOSED.
CONTRACTOR. THE CONTRACTOR SHALL APPROVE
FABRICATION AND INSTALLATION DR.A\Y'INGS
SUOWING SIZE, SHAPE AND LAYOUT PRIOR TO
SUBMITTAL FOR REVIEW BY THE ARCHITECT AND
BEFORE. FABRICATION HAS BPGUN.
BRIDGING. BRIDGING FOR PRE-ENCINEFRF.D
TRUSSES SHALL BE AS REQUIRED BY TRUSS
MANUFACTURER UNLESS NOTED ON PLANS.
WOOD FRAMING. ALL MISC. WOOD FRAMING
SHOWN ON STRUCTURAL DRAWINGS SHALL FE
SOUTHERN PINE, GRADE NO. 2.
PLANS. CONTRACTOR SHALT, MAINTAIN ON THE SITE
TWO SETS OF APPROVED TRUSS SHOP DRAWIN(S
AND CALCULATIONS, WHICH BEAR I IIF. SEAL OF THE
SPECIALTY ENGINEER. ONE SF:T SHALL FE
PROVIIIFD TO THE BUILDING INSPECTOR AT TIIE
I IME OF IDS FRAMING INSPECTION.
EAST Ain mES1� f LE kTi_ t1►J rAL_r= ya'_,'_ o,
4
_ ._1�4�T A1-� St4ISt�1__E ���1141 ��N ". SCALD VIR If Q��
"W"L - RAY REyNNARD, P.E
1. dbe design end caHmnlc bmi at n» str,otros wow strucaual components depicted on to Pan
ere fdq under the jurodictim of the to" StsJdand Swldin➢ Code.
2: N roscihd Was (woo adds or O#W) abet be au -Ma lousily - ASTM 307 or better.
• Pita to eauwdiaL'ertglrMar ante w+Ma' approval tress drawings with uplift Made for
'eonpar"if with these esndM and SPOC ACNO"'.
4,. ': Yemen depicted ors edhMMflc unit': Rent p mawdsawea "ad"we"an'ta"Oh" for WOW dsagt,
- eramrlpa, lumber grade. precaq. MMOMM, etc. - Trees Plat is ao be certified by a prolmoorwl
angewer with a roes sadrlg blot dal gdsses'are designed fa the specified wad leading.
BWividuaAy certified than shop drawings end to be provided Using the uplift reactions for each
truss
5. N specand ja fdaN'and Wtenkg devltes shad be liessded In accordance with der
manufacturers recarvuendaadns, use mkV for Btaxinuan bad development
6. DESIGN LOADS
Loads used for the design of *ucbea mnpo(wrds:'
Dead Leads ads Is'PSF I
Live Load 16. PSF -
Dead 15 PSF
Live Load - 40 PSF
DOW Load IN PCP
Pond Load C, MPH (ZB PSF Bask, will VWAbM shape faders)
Allow. soil Pressure 2500.PW (98% gompo<ben density required)
7. CONCRETE-
' . Cast in pace emeell, shad achieve a 28 dap Compressive strength in Totowa:
Bm rwr—u4ere 35W PSI - 5" Slump
Foundation 2500 PSI - 3" to 8" Sbirnp
Grout (ceps) 2000 PSI - 6" b 1 T' Slump
-^Cant in plan cowl" slid be desgnad. stied, paced and owed in accordance with Act
stadards-
8. RESIFORCEMENT ';.
- Concrete wnfo rcbp pars ribag to OW(Od �' Wshed to ASTM AA15, Cxada
60.
'N "Wet surd beMP apdeas. splkls pant be o n**n of 4b bw,tans*, uNng lager bar
OMrrean when _Pk dreamt ilza ben -
.: RanknCertrrlt nor be bard in shop p6Md Parodied tMl
Corneter of bend goal be gmaM(ttM 6 ber dillmom
Reiniorca org pa b* ambedd of in CON" anal tot be beet
pool
i GAL16(z
,ErAL SIAI.)L
L-"?\
Secure reinforcement from dispWmm t during 000c4eM Pnaernad oldriag tl+evs end
bolsters.
. Welaed wire mash Nhag tnnbre b ASTM A-185. PrPvlds dmku and WIOWM b bass BMt
tw mesa M anibebdad t• lean oP d sleD.
- Minimum concrete Fover anal be
FooGgs 3-
Beams, Slabs, i Wass 1 - W up to No. 5 Bar
2' No. 6 Bar and Greats
Grouted Masonry Wass 2"
- Standard 9e Hook is rankvcng bar to wanaGng won a WO bend and an sdensbn from bark al
least 12 oar darrelera. This Ned be used at as vereral rennrcement terminations w.L 'A
deans and foundations.
9. GROUTED MASONRY CONSTRUCTION '
- N concrete rnasa,ry Urals shad con" with ASTM C-90 with*pe M or S mortar mrnpty ng o
ASTM A-270. -
- ern, net ass wampfesalve strength W CMU urns at" be 19W PSI.
- N grout used in CMU ceps Uhl have a we" nnum cons^ "Wergea of 3W shad be 03CW
with a anmp of 8' b 11", and shad have a ton mmpresslve strength of 2000 PSI at 28 coyR
and shad be in accordance with AS IM C-476.
- N "hois, CMU waft shag be grouted and reinforced with 1 reinforcing ha wits bar sea and
spacing es shown on ryfxca sedan a plan. Provide W dear distance between arrY inside om
wad and renkvcemant bar. Ensure that cars that we to be grouted line up Prop" and have a
ton. clear area of 10 sqin. and a ton. 1 clear distance ot 3". Reinformg bar tip spaces stall
be a nunimurn of 48 bar diarnoWS
- Provide dent -out Opaikgs a all Mad cell 1012" at bodom course.
Spaces to be ground shad be free of mortar droppings, debts. tubes aggregates, or cow,
deleterious manrals.
- Provide d Got bidder type hodxo,tad 'pint reinforcing at 16" O.C. in al walls for onxis res
located In a 110 M.P.H. or greater wind bad zone,
10. GENERAL
- Mehl hardware
- N s natal hardware exposed dascaY 10 the weans shed be hit dppod gsverhaed coeMd wlh a
ton of I,p oz per sq. A. of a" wooing the requirements of ASTM A-90 triple spot lest.
N road ewasaMs far was in sdaior wag constnt[aan but rot diocby exPO-d to -'pow
shag be galvanized in accordance wish ASTM A-153, can 5-2.
• Sixes given for rain are mnwrom wine nags. _
s Page 2 i
SCANNED
BY
oc e Chr)L9Iit19
11. WOOD FRAMING -..w
Allload bearing soda (intenorlexnnor) Shia be 'a narration;narration;of GmV 2 . Grade 2 or
SlUda shad be spaced at a mavemm of IS. O.C. with a double op Pon and A angle Pressure
trs.hed bottom pate, Studs supporting garden shall be a minmum of a (3) anud oolumin.
- Vv its nghar turn a-2• re0 a (1) hew a bndgi g a rid -span - 16" a fever wW yegaae'(2)
rows at 1f3 and 213 span ponds.
• Al edabr wad ansiong shag be a werwahm or Group d prywogd wait the thkkneas and daMg.
raVrlrements per ypwA section notes..
At edonor toot sheeMhg shag be a rsna,sun d Group 0 pywdnd with incRnesa and na"
requirements per typical secure rose.
- Pnew,Wic noting devices Shad be Ca*raad to avoid w,MMer Sbeing nays intoextedor wall and
roof ahheaang.
- wiHere Wolers as not specified - Fssenen anal be Provided In accorda,ce'M n able 1705,1
of the SBC.
Header beams are M be provided In accordance with SOClim, 1707.3 of the SBC.
Two asau ant hold-down swam are requved at aS wad Openings And ondings. Hold-down to
be spocjfed pal loot pan anchor -dyad
Anchor pups that ,will be delved into Woos muer be "Odned with SIMPSON EPDXY TIE
ADHESNE, expansion anchors will not be acceptablii -
t
12.. wWDOW 8 DOOR COMPONENTS not we 10 bar
Wtrdow and door certifications are to be fmisiwd by the oattreclor. ANcorpaN
inaaded in accodarcce with the manufactwers fastening requirements as Shown fin the
approved product caphcaWns.
- Garage doors an, M be Installed m a mk*mm of a 2,6 wood buck with Wieners es shown m
the garage door buck detail drawing.
. Wbere 3M' P.T. but Mop an used for Whitlow rwMaVa ,,,,, the bucks met be resolved with
- 0 2' T-NAIL ®8' O.C. (min.).
Villiers 2. P,T, ticks are used for window a door insadalorts, theli cks must be fesnned with
a 1/4' x 3' TAPCON 0 12.0.C. staggered (man.I r
13. ACCOMMENDATIO"
. The enlnsM aeswMs nth respoesiheer for willo rre "tow des to fsibrn at wldmes a
Or door a glass lemodi ts. it MCommendsd that a storm Panel a n
polo nt pbixnl system be k'AWMW 10 ndues 1M chance of major damps due b SY 0
debris.
Tbe es/lrasm,. "4, -does ao mrrprinebMgf fir sWWre i mom eddco x" develop in a
swaoWbk suderese, sal sysWs. The was of a FIBERAIESH typs ownin addaM will
greatly reduce ff» dsa of cab cneclsdue to WAtUW M A *Ad aotpemdws "barges. Tbe
as of dae'am east at Interior somas of ea,cres, ala m Is xacomnsi ded but not
Pala 3
RAY D. REINHARD,'P.E.
Consulting Engineer
735 77-9329
Vero Bea h, FL 3 968 Office (407) 567.7461
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Job No.
Drawn By Date
Checked By Date
°"SAMIC
Drawing No.
Scale:
Sheet
3
Of
PERMALITE P- 000
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