HomeMy WebLinkAboutFloor elevator LetterTRADEWINDS SURVEYING GROUP, LLC.
200 S.W. 3RD AVENUE OKEECHOBEE, FL 34974
PH: 863-763-2887 / FAX: 863-763-4342
FLOOR ELEVATION LETTER
March 16, 2021
Re: Duane & Allison Bowman
6505 Fort Walton Avenue
Ft. Pierce, FL. 34951
PCN: #° 1301-612-0098=000-9
Building Permit #2011-0218
The following Elevation data was prepared for the exclusive use of:
Duane & Allison Bowman
St. Lucie County Building Department
Based on a field survey performed by this office on March 3, 2021, the site
elevations of the home at the above referenced address and determined to lie within
F.I.R.M. Zone "X" as per map no. 12111C0070J, dated 02/16/12, are as follows:
Site Benchmark: (Center of Ft. Walton Ave. adjacent to residence) .....21:00 (NAVD 88)
FinishFloor of Residence......................................................23.28
Groundat site....................................................................22.7
The above refeienced.:survey was performed under my responsible charge
according to Chapter 5J-.17, Florida"AdminYsttative Code, pursuant to Section 472.027,
Florida Statutes.
=No: 4506
366/30
APPLICABLE CODES
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,FOUNDATION, F.P., ELECTRICAL
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ST. LUCIE COUNTY
VISION
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CODE COMPLIANCE
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ST. LUCIE COUNTY
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ROOF PLAN
DESIGN IN ACCORDANCE
NTH THE 2020 FLORIDA
BUILDING CODES —
SEVENTH EDITION
RESIDENTIAL SPECIFICATIONS
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EIOSTNG
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
ALL INSERTS. ANCHORS, ANGLES, PLATES, OPENINGS SLEEVES,
HANGERS SLAB DEPRESSONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,DOB
PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
THE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS STALL BE USED IN CONJUNCTION PITH JOB
SPECIFICATION AND HOUSE PLANS MECHANICAL, ELECTRICAL,
PLUMBING, AND STE DRAWINGS CONSULT THESE DRAWINGS FOR
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AND EQUIVALENT STRENGTH PRODUCT.
7. TREATED WOOD REQUIREMENTS. -
ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
OR NATURALLY RESISTANT TO DECAY.
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
PRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24' O.C.
SHALL BE 5/8' DRYWALL OR 1/2' SAG RESISTANT PER SEC. 7023.5
10. LANAI CEILINGS IL COVERED ENTRY CEILINGS
1'X4' STRIPPING 016' O.C. FASTENED WITH (2) Bd NAILS TO EACH TRUSS 5/8'
EXTERIOR GYPBDARD CEILING FASTENED WITH Bd NAILS OR 1-5/8' DRYWALL
SCREWS 0 6' O.C. EDGE AND FIELD.
DOOR AND WINDOW ANCHORAGE
ANCHORAGE REQUIREMENTS- ALL PASS AND SLIDING GLASS DOORS AND ALL
WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURER'S
LITERATURE THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
MASONRY OPENING
WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
AND INTO THE MASONRY, THE BUCK MATERIAL IS SIMPLY A SPACER. THE BUCK MAY
BE FASTENED WITH 'T' NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
INSTRUCTIONS A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2-1/4' MIN.
WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
(IF, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
STRUCTURAL FASTENING TO THE MASONRY WITH 1/4' X 3-3/4' MASONRY SCREWS
0 24' DC AND 6' FROM EACH END.
WOOD FRAMED OPENING- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
FASTENER TO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
GENERAL ROOF ASSEMBLY
ROOF SHEATHING
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 40/20 OR BETTER.
INSTALL PANELS WITH LONG
DIMENSON PLACED PERPENDICULAR TO TRUSSES A 1/8' SPACE BETWEEN ADJACENT
SHEETS SHALL BE MAINTAINED. INSTALL 'H' CUPS AT UNSUPPORTED PANEL EDGES
THE ROOF SHEATHING SHALL BE NAILED WITH Ed RING SHANK NAILS 0 4' O.C. EDGE AND
0 6' O.C. FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
WITHOUT SPLITTING. RING SHANK NAILS PER R803.23.1 - 0.113' NOMINAL SHANK DIAMETER,
RING DIA. OF 0.012' OVER BLANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280' DIAMETER
FULL ROUND HEAD, 2' NAIL LENGTH.
FLASHING
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES THICK,
26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED SUER .0179 INCHES THICK, 26 GAUGE
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
INSTALLATION SHAD_ CONFORM TO SECTION R905.28 (1 TO 5).
DRIP EDGE
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
LAPPED A MINIMUM OF 3' 0 JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2'
BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2'. DRIP
EDGE STALL FASTENED AT NO MORE THAN 4' CENTERS THERE SHALL BE A
MINIMUM OF 4 WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE
WOOD FRAMING:
1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
PER NATIONAL DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION.
2 UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
GLADES SHALL BE USED:
A. INTERIOR BEARING WALLS SYP j2
B. RAFTERS JOISTS HEADERS AND BEAMS SYP jZ
EXIERIOR BEARING WALLS,
3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED M
WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
NATURALLY RESISTANT TO DECAY. ALL WOOD TOUGHING
MASONRY OR CONCRETE SHALL BE ISOLATED,
PRESSURE TREATED.
4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
SUITED FOR EACH APPLICATION. FASTENING SUBJECT
TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
A-153-80, OR STAINLESS STEEL
5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
COMPLY WITH AISC SPECIFICATIONS.
6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
OF SUPPORT.
7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
WOOD CONSTRUCTION, UPI DESGN SPECIFICATIONS FOR
METAL PLATE WOOD TRUSSES AND ATTIC I00.
8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
THE TRUSS MANUFACTURER'S STATE OF FLORIDA
REGISTERED ENGINEER.
9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-
TURER TO ENSURE THAT ADEQUATE BEARING IS
IS PROVIDED AT END REACTIONS OF ALL GIRDER
TRUSSES,
10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
TO THE CONTRACTOR AND DESIGNER FOR REVIEW
AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
OF DIMENSIONS, MATERIALS AND CONDITIONS
11. AT VOLUME CEILING CONDITIONS ALIGN TRUSSES TO
PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
SURFACE FROM FLOOR TO CEILING.
12. BRACE TRUSSES DURING ERECTION AND AFTER
PERMANENT INSTALLATION TO COMPLY WITH
TPI BWY-76.
13. MICRO -LAMS (DR EQUAL PARALAMS LVL$ ETC.) SHALL
BE USED WHERE SPECIFIED ON ENGINEERED PLANS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
TO THE WEATHER SHALL BE PROTECTED BY THE
INSTALLATION OF 26 GA, MIN., GALVANIZED STEEL
FLASHING.
It SPLICES IN MULT140ARD CONTINUOS BEAMS SHALL
BE ALLOWED FOR ONE BOARD ONLY PER SPAN
AND ONLY AT THE QUARTER POINT OF THE SPAN,
UNLESS SHOWN OTHERWISE
15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
ALL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE
ASPHALT SHINGLE ROOF SPEC'S
SHINGLES
3� FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT
SHINGLES SHALL HAVE SELF SEALING STRIPS OR BE INTERLOCIONG AND
COMPLY WITH ASTM D 225 OR D346Z AND SHALL BE SECURED TO THE
ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM
OF ((2)) FASTENERS PER SHINGLE TAB. AND SHALL IN NO CASE BE FASTENED
W1N (ESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE
INSTALLATION SHALL COMPLY WITH THE MANUFACTURES REQUIREMENTS FOR
INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY
ASTM D 3161.
FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F 1667. AND
SHALL BE MADE OF GALVANIZED S STAINLESS SUER OR ALUMINUM WITH
A MINIMUM SHANK SIZE OF 12 GAUGE 0.105 INCHES)WITH A MINIMUM 3/8 INCH
DIAMETER HEAD AND SHALL BE OF A GTH TO PEENNETRATE THE
SHEATHING.
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM A 641, CLASS I, OR EQUAL. AND SHALL BE
CORROSION RESISTANT BY COATING ELECTRO GALVANIZATION, MECHANICAL
GALVANIZATION, HOT DIPPED GALVANIZATION OR SHALL BE MADE OF
STAINLESS STEER, NON FERROUS METAL
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JOB NO.:
CAD FILE21-378
DATE
OCTOBER 14. 2021
E�:]-
DESIGN IN ACCORDANCE
WITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
1. GENERAL'
I.1 ESGN ND fXMSSIRIDIDI 9U9I1�Bp<�N�COPIUNIE NDI 11E FICA
ORE IDIIDOI6 YD ASS ST F0.7I B1' THE IOOI BEWCO}CN� W� A �
2. REGISTERED ARCHITECT.
MR. ORLANDO PEREZ JR.
13052 SW 133 C, REAM, FL 33108
THE FOLM PRO REFFM® ED HM ARE OD1ED AS FWICIB
AARC ITECC SEEEmLE BLOCK
TO TITLE BDOI a THIS SEEN
C CONTRACTOR: uMIEOFRSIN N �IIIIG �
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4. CONSTRUCTION:
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M9YNlAT I lE COTRACIR TIE OOTRACIa SWL TAKE THE IEESARY
MEANS TO MAINTAIN AND PROTECT TIE SBDURN. IMEWTY AND SRHCEAEFIY
OF THE OQBIRICIa AT ALL TIES
4.2 W6N000a LOADS STRUCTURAL MEMBERS AS SHONE N 11E WNW
OUr1DS HAVE ON ®RFD m GREW THE CODE FIRM SEEM IONS
NPOSD ORMO C361BM C061BICIla L000 MAY DIDED THE SINCE
A9ON LOADS THE CONTRACTOR SHALL E RESPONSIBLE FOR D GANG THE
NECESSARY CONSTRUCTION ONINBRNG AND DESIGN AND DETERMINING AND
BPIDND THE KIM NECESSARY TO SUPPORT ALL LOW NO371 DUMD
4.3 CONSTRUCTION WOONATORIE COFT ACNE SWL COORDINATE ALL WON
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A MINIMUM OF 10 WORKING DAYS FOR TE
S AFTER DATE MR BY THE N011E1IT FOR
�PROPOSD SUBS ITHON5, DESIGN ALTETIUIMM OR CHANGES BY THE
CONTRACTOR SHALL E APPROVED BY THE ARMCT PRIOR TO THE
AM Or THE O MND.T OR PRIOR TO ANY RAIBR OEM 10 THE S BSOMON
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DUNE NO S BSONOMS HE E ACOLPIED AFTER
4.7 ARCHIT S MIITATI N OF RESPONSIBILITY CHIC CW RUCIBL
GE ABIBCC SWL NOT E WNW FOR THE QUALITY OR COPOSPOITN O
YATFIIA HOEP VOqRRN �� FABRICATION.SEE VLSI C0TION ITNITEYF.W
OOR
R SPE N9'EC7IONS ARE P�D BY m(. MMTECF OR HIS
FEPIEESDIITAIN AS FUMED AFTER AND THEN ONLY 910E ESPa5911Y AS 5
ASSOMIED WITH If SIPFCIm WON RUINED AID 5 CONNOLY AMU A
SIWUCTRAL DICIFDI N RATION TO OTTER DONEEM ND COSROCMH
SUE ASSiDAIED R N THE FRUM..
4D NORECBS STAMM OF MERE NJ) CONOI✓B
SERVICES ROWED BY THE ARCHITECT NE CONSISTENT NTH TE LEVEL
OF CARE AND 91111. aDNARY DUMB BY EYBD6 OF THE PROFESSOR
OBDBLY FRACIOD NOR 9YUR O MISTAMCES AND IOGTXN X0
WAMRALNTr EXPRESS a 6 yAp� m TE GIST ff TIE
IOIOWFDC� TE snIICNRAL PING AID SiUV7TKOS PENSIONED) HDMNR
P.� THE APPUGBE OWN BUILDING COOPS$ STA RAIDS AID S EXCAVATI% FOOTING AND FOUtDATIONNOTES AND SPEORCATINS
M DUVA1D@
LIM MOM FOR POMOMIIT SUPPORT HAVE BEEN MADE ALL DUVAMMS
GINUD E, HEFE FRO�,�D,(LY GNNBD AND P OTGM SO AS TO PREVENT gTHERp1SA E TO
GN16 FROM
N 91a PROTLTBINE Y P I!DANGEROUS 1D LEE AND FROFERTY AND 1GU9 ME
COGAVATION 10
VWDfAVAI�Fa ANY WPOg GOLLMnONE FOOT ff
ON RPoE ANY 9a ffNMO INI a FOUNDATION UA65
SIR RISING OR FUIDA7ION 6 RORRY UDOPNED a FROTECID AGAIST
THE V9IHSPECTION OF SON OMEM AT SIZE FURL SAND AND ROCK
ALL TIEING ARE =8 ON VISUAL INSPECTION FOR THE ALLOWABLE SO. HEAMD
CAPACITY OF 20M T SHALL DOW NO ME IETIR ATOM THAT TIE SAL aMM ATIEB�
AM APPROP W(E FOR THE ASSUMED HEABO NOR WON THE CE9a WAS BASED.
W 1 IDEMENT ERACiDftff ALL NOT PROM MDI THE CONSDE1GDa OF
FOUNDATIONS ON SJRASTMRTUE WOION PFRIOM FROM TIE ARCHITECT
AFTETR REC PT BY THE ARC HELP OF VERIFICATION OF THE SUBSURFACE
CONDITIONS AND GEOLDG : SHOULD THE COUIB6 OFFER FROM ASSUMED
CAPACITY AM THE ARCH = SHALL BE NOTEFD MMEDIATMX
(B) TE CORRACTgERp(SMH NOT PROCEED NTH TIE CONSTRUCTION OF
059M FROM THE ARMW
Wom MARE IEf:F �Tla�MY
FOUNDATION PLANS RESULTING FROM THE fE0T011CJ1 ONWEIR'S MiPaT
EVALJI7R OF1O& EA1gD PLANS SHALL BE 69ED
COMMENCEMEFU(
REINFORCED CONCRETE NOTES AND SPECIFICATIONS:
i. GENERAL
L1AM 113FORDED
SSIkNLY W D NETIEff51PoIC NALNu THE OIAOMICi SOEDOE55TMN AM
l
NOTES.
ND CONSIRUCTION OFRERI VTR® CONCRETE SHALL BE IN
WIN THE FOLLOWING OE EZE M FOR M FWM GONREN
IF STA DAD PRACTICE FOR DETAILING EDIF ROD CaQE1E
U315.
91 110E FOR WORKED BILLET SIER BARS FOR CONCRETE
VF ASN ADS
SPECIFICATION FOR COLD -GRAIN STEEL TIME FOR R NFaO1BR
SPECFTCATI N FOR IBDED STEEL WE FABIC EIIFOtOI ERT
SPECIFICATION FOR MORAL AOLOTUB FOR CONCRETE ASHY
SPECIFICATION FOR NR-MR AMUM FOR CONCRETE
J. MATERIAL AND TESTS:
11 PCAAID OMDINT
PWNAKD EDBO 9ua HE TffCEMENT
I miWlW6 TO TIE STANDARD9P07FlG1D6 RN POCND CE1QlI ASHY D5M
12 CONOFIE AGC WTM
NONE MIUSNUM BE OF COARSE AIDEGAIES GOAL ACT E LARGER THAN
1HIE-BYRIDS OF AN NOT. ACE ELATES USED M CONDOM GOAL CONFIRM
m TIE STANDARD SPE(FMA106 FOR CXNOETE AGGIMRS ASIY Cn
AWUA13 SHAL E WARRED OR RAM N FISH WATER AND SHALL
CONTEMN NOT WE THAN OE-IENIED1 OF ONE EMIT SALT BY W]O0.
SUBMIT AGGREGATE GRADATIONS m THE DONEiA FOR APPROVAL
SJ� FOR CONCRETE SHALL E PUTAg� QF1N ANON FEE FROM MAIM
A7YCIUM6 IMAY �a�AXATOR NMI 91BSTNCES
14 RENCROING:
RENFORONG STOL SHALL E CAE M
15Amunm
ADM)AW TO E USED N CONCRETE auL E APPROVED BY THE ARCHITECT
IA1 TARODEW GULL HAVE THE NIGHT TO ORDER TESTS OF ANY MATERIAL.
OEM INTO CONCRETE OR REINFORCED IXNOEM m DETERMINE SHTAEDY
Fa BE RV 70 OW REASONABLE TEST OFTHEM FROM TIME TO TIME TO
OEIEIIME WEOER TM MA701NS AM MDNOS N USE ARE SO AS TO
PRODUCE MIE7E OF THE NECESSARY QUATTY AND IS ORDER THE TEST LOAD
OF MY Papa OF TIE STRUCNE, WEN U6 D HAVE BEN SUCH AS ED
LEAVE DOUBT AS ED TE AEWAOY OF TE MEW TO SATE THE Rem
FOR 20 IT 6 NTUM
(0) TESTS OF MATBIAS AND OF CONCRETE SHALL E MADE N ACCORDANCE
NTH TE EOLIRBBYS ff pSEu_pAIE�RO SOff7Y FOR TELLING MAT11N5
PMN 10 PONMC ff SODEIE
TIE ST O HE YAE BY A l0OTIROMYFD BY THE AROIIENS
TE COST ff SUCH y THE REGALING FROM CObTWICTl01 BAIID PRdiD6
GOAL HE A59BD BY THE: fO11RACTa
4. QUALITY OF CONCRETE
tA) C MALL E NORMAL WEIGHT AND SHALL ATTAIN A 2D DAY
C OWEES EVE SIENOTH N ACWDAHD:' NTH THE FOLLOWING 50EAAE
21 DAY
I �NE MM PS!
FOUmm
ROOF AM
1EDU5 EXAMS ?.O
(B) TIE MYNIY GTR-0BFT RAm SWL E OM
THE MINIMUM! WDIT OW FOR CONCRETE SWL HE FIE BAGS RA WIC INS.
CONCRETE SHALL CONTAIN A WATER REUNION ADMIXTURE CAPABLE EF
G WORKABILITY AND C lE AYOCNT ff MIXING WATER
CONFORINIG m ASN C4/4 TYPE A OTB AOMD(TURES MAY E USED F
BY THE ARCH TECH SHALL E AWED m 71E MX N
ARODAHICE WA THE MAMF SRg1G1106 AIO AT A CCIHTIDIm
RA IOIMABUTY STALL NOT E AOTEVFD BY WATER ADOTON.
(q fitffOtNOfO AND YEaG ff ALL CpDEIE MX OF9aSS,, FIR FAa
STENCIL ff WNOETE RFAIIBD, STALL E APROMD BY 1ME AROIIFCT
ION SHALL E MADE BY AN APPROVED
THE OOST OF
E MALE FOR FADE SEAWARD TEST
SIC YARDS OF CONIOEIE ICED ON TIE
N ACCORDANCE WTH THE STANDARD
WMPM.SON RMRE TEST SEODB
5. MIXING AND PLACINGI
�FUI6 AO FWRBIE
Ay EiUE RAGED ALL EOFIENT FUi YDMD AMD TRAI�gTING
TE fORAE'TE GOB HE NL ALBS M110WD FRa T) TRANSPORTING E
OCOLPFD N TIE �EIE SMHALL HE 1NCOIWLY RTTED a OLFD,
MASONRY FILM UNITS THAT E N CONTACT
WIN
NIOiIE 9WL E W1L
ODDED AND THE MINCEMEAT T T ORMY CALMED.
(1) MIDWD WATER STALL BE REMOVED FROM FIXES OF DOW BUM
WIOLIE 6 RACED.
Y AG ff IODATE[
B9 IOWNG NDETE 914L NOT BE PONIED DIES THE
PlG)POffBY THE ARCHITTIECT
CONCRETE TESTSEDSI�TAM METHODS AM k REND AT THE RAN OF 717 RR EACH
FTVE CBC YARDS Oi LESS a EACH THE CONCRETE 6MOM
(B) HEADY�IOED COIIQETE SHALL BE USED AND DRIYEIED M ADCOSIM
WTI lECONCRET� WAAySATryIy.EEIBIR OF THE STANDARD SPEIMMINS FOR F6ADY-TOED
CK
(C)ING CadETE SHALL, E RE EMPEIED AFTER R HAS TAKEN AN NIX SET
NON SHAWL ANY DATA OR POTION THEREOF E AROBTD N FOES MOM
THAN ONE AO CIE -HALF ACAS AFTER THE MMD OF THAT PARTICULAR
BATON HAS LUIBICED.
BA DURING COPONO SHALL E APPLIED TO THE TOP OF 'GREEN' CtlWETE
THE CON
O 1G MANUFACTURERS S'ESIS AS SOON AS PRACTICAL�ffIG110HRACEIJENT ffAECOM ENSAW
SPEDFICATOS FOR CURING COMPOUNDS SHALL E MUM TO THE
ARCHITECT FOR APPROVAL ALTERNATVELY, CONCRETE SHALL
E KEPT M A MET 00DIDN Fa TE FRSI 24 HOES AFlIR RACEIW AND
SWL IE YAINT. N A YIRSP COOTBI Fa AT LEAVT TIE FRST it
DAYS AFTER RACES
51 TOR EAryTHpEE�R�HTI:EQUIRERI,BO3 T5,
PRDUCIIpI HELICES, xAHGEfflMWP�LApDDOM �,PROTTECTION AND BE 00 NaMOS iD
PEW EXCESSIVE YONfDEDE iDPERAl1AF5 OR WATER EVAPORATION THAT
MAY WAR EDIRED STRENGTH OR SE RWLFAEl7Y OF CONCRETE EMEi5
i7 BEFORE NEW CONCIEM IS
F M SH EETCTEMM HSASANEffFffTWCONOETE
SEAT! E CEBJED ff ALL FOREIGN MATTER A D IATIANIE AID ETTED. TE
GLEANED AND RETIED SURFACES OF TIE HARDOFD CONOEIE SHALL FIRST E
SD9ED WTI A CUEING MEAT ONENT AGAINST WIN THE NEW OaOETE
SIMLL E PLACE BELIE THE MORTAR HAS ATIAND HIS INITIAL SET.
6. FORMS AND DETAILS OF CONSTRUCTION:
6.1 CE9ON OF NM@
FOIE SHALL COF11�M GO THE SHAPE LIB AND BBB06 ff TIE MMS AS
CUM FOR ON KEEW LLEANN I E OF YaT�i10. FOR19 14L BESUBSTANTIAL
ff PRO AND
SUFFICIENTLY MIT
TO
TOGETHER 50 AS TO MAINTAIN P091B1 AND B9WW�E TBPOLNT ffFN05 AT M
BUM ff OCEUI6 SMALL B PRINCE) ED FACERAT GIFIIM6 AND N9STBN
BEFORE APOSTOM CONCRETE. WDI THE 0@gETE HAS ATTAINED SUFFICIENT
SIRSICHI O
IN WE RAO IN CONTACT WN THE SIX OR
JtbFORKS SHALL BE BUOYED FROM AT LUST TWO FACTS OF ALL
onumr TO FAORAIE RB'ECIBL OF RAGED OPERATIONS Will THE DMIXI 1
ED V ODE TEN BLOOL
62 RDD/u OF FDAY4
THE REMOVAL OF FUI6 SWL E CARED OUT N SUCH A WARNER AS 10 NSAE
THE CORL7E SAFETY Or THE 51RUODE MEDIAL F016 BY E RESIGNED N
24 NBRS fROYDED THAT THE COBEIE HAS HNfCE3m 9BIaI1GY SO m
PEMAIT DAYAE NTTa FQ06 AND gpMNC NTH E-SgMD 11110E Y
STAB FUI6 SHALL NOT E REMOVED PRIOR 7014 DAYS 90 POOR IN gUOfE
AO RR E-SBM6 FDIONIG
L3 PIPES AND COMMIT T7BD= N CODEM
BECRC COBR AND OTHER PIPES SULL NOT DEIAM THAT ON BON 00
6 OMLWATED OR WDI 5 FEDEID FOR FIE P OECBa TO A WFAFR WINT
THAN FOUR POW OF 1HHE AREA OF THE DOSS SITBS SEEMS a CTFA
TUNS SUCH LOCATPASSING IHROUGH ON IS TO DDIAY 1PAIR MOM ff THE BE ffCO�61B1�CTB1
On= FPFS AN C06DIS OTHER THAN THOSE MiRBY PASSING TFIIWGN
SHALL NOT E LARGER N WI90E DIAMETER THAN DE -TOLD THE MKS OF
THE 14 WALL OR BEAR N WH THEY NE BOMn SULL E SPACED 000
THAN THREE DIAMETER ON CENTERS, NON AS LOCATED AS TO DOLLY IPNt THE
SMOOTH H OF TE 02KRM
6.4 CLEMNG AND BOO MUKO MIT:
STIR RIb'f stiOR OTHER r ATTHE 71F COA7INS TILT CONCRETE DLti1R01F.ti1R01' 0t REDINE BE R On
FROM
REIiStOMBIT LESS THAN BAN N SEX WY HE HEATED AD FEED SENT
THE APPROVAL OF THE AGNEW, BN6 LAW THAN A SWL NOT HE EDIT N THE
FEU B NO NEAHS
ML5 PLACID MIECWTIGND
METAL REINFORCEMENT SWL HE AXLRATRY RACED AND AMMAIELY SURD
N POGIMIN BY COOTIE OR METAL 01AIS OR SPACERS OR OTHER ACCEPTABLE
CMDTOI IWQS EO MM mARDISLA THE E � PRIF TE EN��N�TOE
SOAR 1FE HAU. BE C EIR B6TANO ffIWDI BARS E LESS TUN 0E N2L Xa LESS
THAN ONE AND X-TBD TIMES THE WAN S3 OF THE (OATH AGGREGATE
WDI MNDMi1FRE N BFi116 a GIM 5 RACED N TID OR KBE UMIS
RE OEM DISTANCE ME M LAVERS S AU. NOT BELEM THAN ONE NON NW
US NNW THE DIAMETER OF TIE BANS AND TIE BARS N THE 074R LAVER SMALL
(�,Q)BE PLACED DIRECTLY ABOVE
OBHE N THE BDTDY LIMA
SPUCIS IN
"YAIBAN SB(E% SIWL EIA1lOFD WBEYER POSSM F SUCH GROSS TUBE
USED STALL HE BAD �App�, a OTHERWISE FULLY BU N ANY
CASE SHALL TRANSIN SHE OTE 00 NOI BAR TO MLIR BOiIDMA
THE ALLOWABLE ON ALB MR SIMSifS TE WMIY OEM FOR A LAPPED
AIDE GULL E 38 BAR DIAMETER& BUT NOT LESS TIN 25 MOSS THE REIN
Dyy77AA�H�CE FROM A CONTACT SPLICE AND ADACENT SPLICE OR BARS
(S) HUED NE FABRIC RI NaBBIT SHALL E UPPED ONE MESH RCS IN
NOR OR AS NOTED N THE TENS
(C) HEff LESS
SAYS (W A D SABS NOT SHOWN IN TANS
6.7 G NCRECE PROTECTION FUR WORDEIOCE
THE FTLLOWNG MNYW CONCRETE COVER SHALL E PROVIDED Fd(_
(AI
OAWAM AMD PDTYALITLY BMMIY'�A U+�J
(B) ON BN�NOT1t1� TO EARN a fAMR f
(C) fO1QiTE61OTT EXPOSED USE � OR N
CONTACT am 9N5 Ma OR ATSM �
PRIMASR RFDOIIIRRE, TE STUMPS a S7WS If
N) FORD9BS ff a
(E) THE AM PROTECTIVE DIVISIONS ARE A =0 BR PIDTECTMIN SNAIL NOT
TES THAN MM FOR PRE-RWI1E RATM
OF CORTIMICUR VAL PROVIDE TIE NET l, AND IISCEIIAUE05 REINFORCEMENT Fa D 9FPOIF ff E
STEEL K USED N SAME REAMS AND COU N6�q RAM PROTECTED.
�A � 1E5 SHALL E OF TIE RE AO SPACING INDICATED N THE COLUMN
0 WBE TE NRANOIEE HOT SP NT ARE UM 16 SWL BESUM11MT fl4RT' CONR NO ALTERNATE LONGITUDINAL. BASS GOAL HAVE LATERAL
SUPPORT PROVIDED BY THE CWDR OF A TE WIN AN MMM M ANGE OF NOT
OWN aJEAR
EZI SOE�1 E TOME FFRROMMS SUCH LATERALLY NSUPPORTED BAR.
(B) COLUMN T6 SMALL E LOCATED NOT MOM THANE HALF A TE SPACING ADM
71E TOP OF POSING OR SUB N ANY SOB' AND SWL E SPA® STUN THAT A
TE SHALL E NUT MORE THAN HALF A 7E 9IAONG BELOW THE HOER HORIZONTAL
MFONCEIENT N OHM SUPPORTED AWE
(C ff 1EMMUTO T Y MAXISHERE SEARS OR FRAME
TUBE NCE6 BKID ALL LOW HOPE IACOUP
06T §IiaO1QR
IN SHI01 EXAMS OR BRACER
LIGNSCEI MEWS ROMPORM NT DETNS
INTERIM AM EOTDIGN EB®RAL ZAPPED COO BARS SALT. PROVIDE AT ALL
OWNERS TO MATCH THE Si£ 7 AND EUAO OFHORaEAL FIRM WALL.
YA5M BOO HENS, OR �ISE7 TE EXAMS RDIFORGEME16
t11 9gM0 AID AFSXOMD ff 006'IRI000k
A) TE SHRED SYSIED GULL E GELDED BY A CCEIETFNT AND EDLWIiCED
ARSIIECC QUALIFIED BY SEND SWAY CUM FOR AT (FIST FIVE YEARS N
ASGN NO INSTALLATION! OF S GERM AND EMEND SEW FOR C0WE7E
LWSN1011N SONAR TO THE EW.ISM OF THIS PRI ECU.
(B)JIMIE 911�'GDESIGN AND INSTALLATION SHALL BE IN ACCORDANCE
THE (1) DESIGN FOR CONCRETE MOM NATIONAL URM
FOR
IAS-4AW
4RaRECOMMEADIEDD
FOR 9HW0 CONCRETE PWi� �
(C) THE ARCHITECT SHUIL HOT E RESPONSIBLE FOR TE MEN OR RE91O S
OF CaSEIE C061RUCIla FOR TIE PBLB.T.
MASONRY NOTES AND SPECIFICATIONS
1.1 GENERAL:
12 CUAIRIOAEER: $WSSM AND MIFEEPW CaOETE MASON SHALL BE OF ME
aDAi1NN$ SWEDWFS dill S a 1EN DIM®THE STRUCTURAL
2. QUALITY AND TESL
TVE gIALff OF MATERIALS ASSEMBLED NN YISM AND THE METHOD AND
YAN ER OF THEIR ASSEMBLY SMALL OOiUN m ACCEPTABLE STANDARDS OF
CWSNICBa AND TE REQUIREMENTS SET FUITH HER
THE TEEM
ARWMT MAY MR MATFIIALS TO E SULCISO TO TEST N OW IS
OE7DINE 11FR WAIIfY MENEVFR THDE 6 WASON TO BLAE THAT THE
W7FWAL 6 ALOE ff UODPEABE WAVY. TEE COSTS OF SIGN DSO SHALL E
ASSUMED ER TIE OWES.
(2) TESTS r MATERIAL SHALL BE MEACCORDANCE NOD THE STANDARD
SPEOFOATONS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS
23 PLAIN CONCREM
RAIL CONCRETE 6 COOLIE CAST N RACE AID NOT REN IMM ONLY FOR
SMAGE OR DOM OF TEMPERATURE.
AND CUREDAS SPECIFIED E�E T NYF
STRENGTH OF ECEUA COOLIE SMILE. E NA LEE THAN 25M PS N B DAYS
LNiIT WEIGHT OOQETE SHALL NOT E IBM
3. CONSTRUCTION DETA -
A =6 mom Sim COMPLY WON THE ENIIFIOIS OPT FOTIN M
THAT SECOIR
(B) SECUD-TWO MASONRY MITE SHALL NOT BE USED INUSS THEY CONFIRM TO
THE REQUIREMENTS OF DR SO:MK NE SOUND HAVE 00 TNNDBLY
OFAI®, AND ARE APPROVED FEW USE BY THE AROHFW..
((DC))Rg�BE PREPADED ON�UEIS IN SUG5E VERDI
COURSES NACOIOWPATTERN.
NOCOM AND VERIUL JONES SWL E 1ME-MM OF AN Na TBOOER
4. REINFORCED CONCRETE MASONRY:
4.1 STANDARDS,
DESIGN AND CONSTUICTON OF REINFORCE) UNIT MASONRY SHALL E IN
ACCORDANCE WITH TE FOLLOWING SBNOAIOS
(Ai BUIIWNG CEDE REWNBEHRS Fa YASRY SNUCIUES ACEASE 530.
EG1 SEOIG7X►S Hai SIWICTIB Ao-ASQ S7M1
WIR
L1U MIL EAKS; AS SET FORM H30 AM NOT REQUIRED WHERE
MASONRYREINFORCED CONSTRUCTION 6 INDICATED INTHE PLANS
(B) EIENFORD O YA900Y SHALL BESIFFL RFIiORCED COATED
(C)4R ARCHIG 7 CETECT�11. IF REOjtl FOR
IBu�IDING DEPAR�NFNT�
YATHDIS AND TMIS:
CONCRETEW SOMIHAVE AN AVERAGE PRISM SRNGIH IN ACCORDANCEWIN X
AVOM PI®1 STBE R F1L P9
in 1500 NDD
DC
® BEARING WALLS xIAEOISS xx
(S) CEDOD
CONCRETE COAT SHALL E A PEA ROCI LN WTI A KAMM AGGREGATE SIDE OF
J NDHID 73IRDvoE AODA N� �RIESM SII061H OF 25M O M 9NL CO ROE
(,)) ASHY C471L AGOG PSI IFPOU ED MAIL TE ffAYS)
l`7 DUMB BMW STEEL SILL HE ASN GRACE IM
l2J HODafu RLIFUDLBR: NORMAL FALL ENFORCEMENT SHALL E
bGNAE GOER T11F: COFTIMND ED ASN AA NO GULL E GAMNUM
BR OF IDamIW. ABFamEM SUL BE ERG NGB TES 11W1 TE B7N
OF THE MASONRY TRUSS TYPE HORIZONTAL ABFOEDBOC SHALL NOT HE USA
AL+ M7FUDD KAMM COINS AND PALS:
(AJ THE MHWDY LENGTH OF LAP FOR DONNED BINS IN COAT N T7R901 a
(�B) AL ppSIFWL BE4B BAR DIAMETER ES BUT ACT LESS PNLW 25 NO
(Q �TWOMIIY HENMD WS SHAU. HE BFUXEI WIN AN APPROVED
LAW TYPE PREFABRICATED STEFL-WE ENaCE]OR LAD N EM SCOLD
HORIZONTAL IOIC'STAnM WIN TE SECOND TOO ABOVE TIE MAKING SURFACE
MUGAR-TYRRE P 1SCla�CE1ENNIAMAIN ET4Af
FIOWITAL ALIT STARING WN TIE GEARED 91FAE
E3T NIOio"EWBo 9uLL TAP SIX IDSANOW"
L� RBPaWD MASONRY WALLS SHALL E SE DUEELY ANOUB TOOIADJACIDDNT
N ME% AS PWAOSOHE�EID ANBIfC D EM I MIiUDO
BDIIED 0ll$ AS IBG7FD N lHE TUNS, a QIFIO WOWL { ND LOLIANI
P MORTAR AND CDR:
0 VERTICAL ODES TO E GROUTED SHALL PROVIDE MRM& AUGMENT
IFAIONI MDT LESS TEEN TN BY TREE IM
(2) GROUT
SUILL BE WIS ONE A PLASM � DAB' A MABAN SUP OF NE NOES
(J) LOUT 91AI1. E RACED SIRE ANY VITAL HET HAS OCOBEA BUT IN NO
CASE MORE THAN ONE-HALF HOTS AFTER THE MO-0 MN B HAS DER
(4) GROUTING SMALL HE A CONTINUOUS OPERATION NOT DM33MG FOUR FEET
BIBTI WFWAA COOED WLS AND Will A YANNN MR LIT OF 4 FEEL
(5kuOOIJIM 9HkWA �BE CONSOLIDATED B:TWDI LIFTS BY ROGIN4 RMOx� a TDL
(gP1ETW RUCs AND ROOF UNITS SUPPORTS) ON YAWNS WALLS GOAL PROVIDE
IWWM TEALMD OF TEETHE NOS, AND ANODUA AS MUTED N THE RAKE
In pffilma OF
m WON 9WL HE SHFPPFD BACK. FOR JOINING OATH MEW WORIC
100TMD STALL ff PBIIIIED ONLY WITH THE APPROVAL ff lE AACEYI ,
STRUCTURAL STEEL NOTES AND SPECIFICATIONS
1 GENERAL:
1.1 THE
ARAM �� 911 AND NO SHALL BEAS DE1N16D IN
12 TIE COTRACTgOR��AAND SIBI�CIUR�ALA�STEEL FABRICATOR SNAIL SURVEY ALL
MISCELUMEOLS
S � AND TOT SRIL9GfILT SHOWN OR DESSHOP IGNED TIE ARCHITECT
M5411AEU6 !T_. ND NIECTI06 GOAL HE MMYDO ALD ETNT BY
THE APPROVAL
SHOP pGWI(5 STALL HE 9BImD m TIE ARDIIECT Fa
ARRwAL.
2 STANDARDS
21KGC% F� OTOI �� ff STRTVM STBL E N AODMMM
2.2
1111EE Sf( W3IINL THEEA OORN
f27 SKLIM I= CIID-STOL AWS O.L
B� WMATI N FIR MU SHEET S1BL N SOEICIBES, AM DLI
U STAMM FOR BIALIPUTBI OF BONG PROCEDURES
AM MUM FOR
PIPING No TTIBIG AE BLO
3. MATERIAL
STRUCTURAL sm.
SAX
TAKES �ASDI A59 GRACE B.
12 FILLER ETU AND FNX FOR BOLNO
WELDING EILCIRaFS BULL E E70 SDCE.S IBM BEIRmFS NO RUJOES
911111. FOCI TO APPROPRIATE ACES SEOFlCATION FOR TE E1HOO
33 USED AND 11 AGED MATOIN:
(A) ALL SIBL SWL E SAAXRT NB THE NB NY SLTNN DMA® TO E OUT
OF SHAPE GOAL NOT E USED. STEEL P EYOHSY USED OR FABRICATED FOR USE
OR FABRICATED N ERROR SHALL NOT E USED EXCEPT WIN THE APPROVu IF
THE AMU. FLED IB6 OR RIDS SPELL NOT
E OBIffNFD. SBABOF1m
ETEIPffBPO. TIE FUE�IIIFD STEEL SHALL NOT E USED E1fFEPF WN 1E
°A�Rovu
3 TESTS:
( TE DONE MAY REOU E TEE AND OR MILL MM TO OETMI E TIE
W ALS, TOTTE COSTS OFSUCH TESTS GOAL BEA551APD BY THE
4. MINIMUM THICKNESS OF MATERIALS
4L1 THE MlMUM THICKINESS OF MAMA. SHINU. MIT BE LESS 10 AS SET FORM IN
THE APRNABE STANDARDS OR AS END N TE STRUCTURAL GRIMNESS.
5. CONNECTDNS:
&ILWOBECIBS SHALL COFDOM ED THE REQUIREMENTS OFTE AP UCABE
52 THE AROPTECT OR SPDDIAL INSPECTOR SHALL DOW ALL WBANG ARID
SWWFSTBDM BANG AM. oDQE MMECDOS NEN REQUIRED BY THE
INE BWH ff 94OAL OBBIBS
53 CONNECTIONS NDT SPECIFICALLY DETAILED AID DESIGNED BY THE ARCH =
SHALL BE DESONED BY THE STRUCTURAL 51FFL FABRICATOR
(A) WSDIIpSIM CMAL DRAVINS < C01EUC ION SHAHAIL E DDE90� FOR � Off
TE TDTN ALLOCABLE NB GEAR CAPUGHY ff THE N CCORD SJ
(B)PNiADUPN BSI FOR S0006 IFSS THAN 00 SHALL NPH�N RPHILACCBDANCE
MEN
5.4 THE CONTRACTOR ANON STRUCEI RU GOOD. FAS ICAIa SHALL SURVEY ALL
Mika FS 'a CE.90m BY THE BFJBR NBSIIG FR ANO SHIMP DRAWINGS FOR YCE,FLLE
CO6BDOOL ATI M ff TE 000 FOR GET ANG AND DESIGN OR SHALL
E DETAILED) AND DESIGNED EFT THE FARCATUL SUBMIT SHOP OWWNS TO TE
ARCHEM FOR APPROVAL
Bmf@�� BE DOME (PLY BY
Ea T3mIDBY AAPPROVED TESTING UW FOR THE
TYPE AND MRa OF ONUS TO E R1POMfD. VALID IDENTIFICATION FOR EACH
BDNG OPERATOR GULL E AVAILABLE LIM EU63. WILDING BULL E N
ADDI MANE WN DE RMMIBDATBS OF TE LATE
OF MUGS SHALL BE AS �) T �" REQa BY APPLICABLE CODES NLDS NC G EaFDBY THE N 71�
RANS E MAI ED BY TE SILL FABRICATOR N ACCORDANCE WTN
AM SOMMIDS AND APPROVED BY RE ARITECC
LUMBER AND RELATED PRODUCTS:-
1. GENERAL
1.1 ALLUMBR N OaFACT UM MKRM a MASRY SHALL E PIESSAE
TEATED OR ODERIE HAVE AN APPROVED SEPARATING KAMM
12 ALL MASER SHALL E VISUALLY GRADED DOMESTIC LUMBER AND SOIL E
BNTIM BY AN APPROVED AGENCY. GRADING SHALL E BASED ON RULES
REINES BY TE Fa0W0 AGENCIES,
NOM FN COAST BIER N9PEOIDI
a WW AA PRODUCTS A5:`DOA
Sfl PIE RE N9'FCTGN
2 DESIGN VALUES:
21 ALL DESIGN VALUES SHALL E BASED ON THE PROMONS OF ASTM
DESIGNATION P245 TEEMS FLAT ESTABLISHING STRUCTURAL FREED AND
RELATED ALLOWABLE PROPERTIES FOR VISUALLY GRADED WMB
22 CALCULATIONS ARE BASED ON THE NATIONAL DESIGN SPEfi1CATIO S FOR
IWWO°°eTWL°°HiMi�R� B�OD LATEST TIE wearam DESIGN FDirm vAl1kS FOR WOOD
1 CONSTRUCTION MINIMUM STANDARDS
11 ALL WON SUU. E 0ODJC0 N GENERAL. CONFORMANCE WIN TIE BJIONG
CODE ALL PAURTIOS SHALL E ERECTED RUB AND TO WNW ERNES
SHOD OF MY STRI Ru IE1BR5 SHALL NOT E CEDE NOW APPROVED
OREBMO DUNS NODNG OR CUING OF ANY SIDS SOU. E LIMITED TO
1/6 SEPTA UNLESS AHED APPROVED BY TIE DONE
,12 GALE NORC EAIdNG PARDTOS SHALL E WtSIIMICBD OF OPERIED
LUMBt SE RANI 11E1' 9iALL HAVE A DBBE TOP RAT ARID 9DE 91
DR SHALL E PLATE SELL TREATED. NNE NOIWWAL SNOS STATE E
WNESII L PLATE TOP PUT SE As P a NABS
(B) NE SIT.BYN GI ALL EAIMTG PARTIUS NULL R CONNECTED m tE
FOMOAIOR BY IEIIID]S � N DUALS a THE BURNS
33 ROOD AND ROOF TRUSS mIMM
EACH TRUE OR MOOR MAY MORE A DIFFERENT TOE OF CONNECTION MN ESS
OlHOW WED. THE STANDARD RUSS CONECTBN HAS BOOM DETAILED, SE
ROOF MAKING RAMS FOR OFFBEIR COBOB&
4. PLYWOOD:
41{ PLYWOOD USED FOR FILM SHALL E 3/4' SOUCBRAL I CO 7ODE AND
1 AY T ND��D.�F.sUAT 9WaIS HNESSOGMO AM WINFII� NO FD.I' GG AT PANT. EDI>L�
'�9'IEWED FORCOMPLIANCE
"CIE COUNTY
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JOB NO.: .
CAD FlLE:21-378
DATE
OCTOBER 14, 202E
A-5
SPECS.
DESIGN IN ACCORDANCE
VIITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
IMPERVIOUS SURFACE CALCULATION
MIT IAL6Bt
LOT DIEIGM, 75 x 131'
TOTAL AREA 9,825 50. FT.
IMPERVIOUS SURFACE
PROPOSED OR ET2SING HOPE:
1212 S0. FT.
PROPOSED MOTION:
238 S0. FT.
PROPOSED AUESORY BALDING OR GARAGE:
SQ. Fr.
E1MG GARAGE:
S0. FT.
DOSING AD SORY MUM
158 S0. FT.
SIDEWALKS AND OR WALKWAYS:
S0. FT.
PATIO:
90. FT.
DRIVEWAYS AND WALKWAYS
1,053 S0. FT.
REC EAIIQUL AREAS
S0. FT.
OTlflt
SO, FT.
MGULATlO*. TOTAL S0. FT. OF NPERWOUS SURFACE: Z561
DIVIDED BY TOTAL SO. FT. OF LOT AREA 9,825
EQUALS 0.27 (MUST BE LESS THAN 0.60)
LOT: 18
BLOCK: 122
UNIT: LAKEWOOD PARK 10
ADDRESS: 6505 FT. WALTON AVENUE
CITY: FORT PIERCE
COUNTY: ST. LUCIE
r.
LOT 19
FORT WALTON AVENUE
N 89'57'20" E — 75'
� O
U) I
X Ln
W••• N N
14' 6"�� � � � I. ••• •� � � 12' 4"
LOT 18
BLOCK 122
Lo
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S 89'57'20" W — 75'
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CAD FlLE
21-378
DAIS
OCTOBER 14, 2021
A-6
SIIE PLAN
DESIGN IN ACCORDANCE
WITH THE 2020 FLORIDA
BUILDING CODES -
SEVENTH EDITION
RECEIVED
MAR 2 -2 2021
Permitting c—apartment
S". Lucie CCU,-rt,/
Im
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