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APPROVED
CITY OF ATLANTIC BEACH APPROVED 70
PLANNING&ZONING OFFICE CITY. OF ATLANTIC BEACH
BUILDING OFFICE
AUG 0 9 2001 9 2001
BW
PER,5PECTIVE PAGE
BUILD 5ET HOY RE51DENCE
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DATE:
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TABLE FOR SHEAR, WALLS FRAMING
-pw CATIrIEDIM CMUNG
(GROUND FLOOR)
Mom OFMMI)FDOL40IMNG CArODOM C19UNG THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS 07HER
SCREENED TO 0 NOTED IN THE TARL- VASE
A� WOOD SHEATIKG TO STUDS NAILING SHALL BE 5d COMMON NAIM
LAM N 9 (;YP- BOARD TO STUDS NAILING SHALL BE 5d & 64 COLLER NAILS FOR 11:r 4: 5/r THICK BOARD
WI& CTIVELY.
KNEEWALL t4 C) SOLE TE 01 AN04M SHALL BE 1/rOx 10- LONG -"MT!r (A3D7 STEEL)FOR WERIOR WALLS
OR 1/PL2!0;17- ADWE ANCHOR BOLTS FOR INTERIOR WALLS.
REQ'D. SINGLE OR SHEATHING M STUDS FLOOR TO FLOOR
CATHEDRAL DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING
CCU"
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7
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101"T COUNG 4!
I a rLAT CEIUNry f —— ————— — ADD17IONAL NOTM
I CO MAT COILING 1) FOR LOCA71ONS CLOUDED AS (D- MCATE LOCATIONS WHERE HEADER BEAM SHALL BE
4V MAT BOLTED PER DETAIL *8' ON SHEET #10
2) ALL D(TERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL
BE BOLTED PER DETAIL OV ON
-awp4aaaaaa "Mr-own SHEET # 10
-3) ROOF TRUSSES SHALL BE STRAPPED To TOP pLATIES. OF 13EAMNG WALLS AS SHOW ON
— —— ———— — —— —— - --— — r SCHEDULE "A' ON SHEET f 10 - STRAPPING VALL BE ADEQUATE To RESIST SHEAR FORCES
AC71NG SIMULTANEOUSLY VATH UPLIFT FORCES.
4) THE ALLOWABLE SHEAR VAWES OUTUNED By SBC-91 FOR 807H EXTERIOR & INTERIOR WALLS
HAVE BEEN REDUCED By IsX TO ACCOMODATE THE USE OF #2 SpF GRADE OF LUMBER F
WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITy OF ALL METAL STRAppjNGS OR
a MAT CONNECT'STUDS: 70 Top PLATES, THAT
MASM BORM I--/- SHOE PLATE, SHEAR WALL HOLDOMS AND TO STUDS OF
5 - - 0--- - FLOOR ABOVE OR BELOW HAVE BEEN REDUCED By 18X FOR THE SAME REASON MENTIONED
"All ABOVE
WHEDRAL FLAT \4 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
CMIJwv 1110 M AT TOP & BOTM AS SHOWN ON DETAIL 'A' ON SHEET
CENM VAULT IN (0) LOC*1)005 COUWIDASiT"HALL AF, S-Tit"S F&t J)eTft�"C"op
ROOM sv%el&T
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MAT
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DESIGNED
roK
GENERALNOTES:
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DESIGN CRITERIA SCHEDULE "cl. *** 11 N '. tru W shestfq
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......I.................................. PLATE HEIGHT STUD SIZE SPA(*0 L<
WINDILOADS- THN 91-16" 20 Ir
WIND (PER SM-1997 EDffIOH)_---..------1OO M-PA 110 O'THRU W-If 2d
I a 20&24" long
SEISM!1C LOAD (PER SBC-1997 EFFECTIVE PEAK ACCELERATION.Ad<0.05 1,0 0. ed strap
IEFFECTIVE PEAK VELOCITY.AKO.05 14'-1*Y*u is*- 2111 ir *fR 16sTA z4
GENERAL STRUCTURAL NOTES: 12- 10
ISW THRU 22'-Or 2x8 fift W*I c 10 IsAm 141�
1) IT Is THE INTENT OF THE ENGINEER THAT THIS WORX BE IN CONFORMAM WITH ALL 0,-- 1/2'0 CATON EKXT
RE IREMENTS OF THE AUTHONm HwW A1aSWnON MR IRS TYPE OF PER SHEET fiq 09 940AL
AND O=pMff. ALL CONTRACTORS VVU DO THEIR WORX IN CONFORMANCE **t- THE PLAN MCHT REPRESENTS THE VERTICAL
UNINYLVW79D SPAN LENIGTH OF THE STUM
WITH ALL APPLICABLE CODES AND REGULATIONS. IF HORIZ. CONMOUS BRACE CAPABLE OF TRMSFIER114
I LATERAL UM TO SHEAR WALLS DOES EX19r,
2) THE oDwNAcroN sHALL VERIFY ALL CONMTIONS AND DIMENSIONS AT THE JOB SITE PRIOR 1 THEN W SCHED= SHOW ABOVE DOES NOT a GATim RLIr
TO commDjM WORK. APPLY.
3) cc,-iRACTOR SHALL supKy, LOCATE AND BUILD INTO THE WM ALL INSENTS. ANCHORS.
LES PLA0 OPENINGS. SLEEVE& wAM SM DEPRESSIONS AND PrTCHES AS MAY SCHEDULE "D
AMOS#0 70 ACCOMMOWE OW WORX NIX SHOWN ON THE DAWINOL
I�WRE@RED RYAffi&& V W SMALF FOR OPP=SHALL BE AS MM fW ALL LOAD BEARING Ma
4) TI#JE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR CM AS MEN= NMD ON THE DRAM) R
WITHOUT EXPRESSED WRITTEN OONSDIT OF THE ENOINEM I OPOW WIDTH IN FEET 61111AP0135--n
IL VrT
5)=AND SECtl" 900 ON THE DRAWINGS ARE INTENDED TO BE TYPICAL.AW UP TO S-0 r-la"" OW W-19 INAL; lw-w HaBOLVII
ED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK (3)-29110`11 (3)-291r$ an" c,
S DUAL 15 SHOWN. u M-2wrs EXTERIOR WALL OPNINGS^r CONCRETE %M
cxvPT1Ew1%Sr=
8) SUBSURFACE SOIL CONCXTION INFORMATION 5 NOT AMAILABLE FOUNINATIONS WERE DESIGNED usc M(4 sw or x sw Sm is 1IQE or TK vu M ONMW STRAPPING 0 TOP dc BOTTOM EXCEPT AT
FOR A 2000 PSF SOL KAM CAPACITY. CONTRACTOR SNALL REPORT ANY OFFERING d EXTERIOR WALL OPENING GARAGE DOOR & 07HER LOCATIONS SHOM\-'O/
cc qD17IONS 70 THE OESIGAIER PRIOR TO COMMEINCING wow TWO W FLUX MAY BE U=INSTEAD OF STRAPPING 0 TOP BO ON -SHEET #if OF THE DRAWNGS
THE:AEPL13f A MHANIOXAMME. OLTAW
7) 0 is THE oomTRAM'S SOLE RESPONSIBILITY 70 DETERMINE ERECTION PROCEDURE AND STUDS SHALL BE CWNUOLIS FROM TOP KATES 10 ME PLATEL
SE,WENCE TO imsuRE THE SAFm OF THE MUM AND ITS COMPONENT PARTS DURING
ER 710TION.
C%STRUCTION NOTES: ROOF'=SS NOT PFAXNGINEERED NOW 71RUSKS Detail "B", Jamb strapping
Qwdu EXCEPT SLAB ON SHALL HAVE A MIN. OF 3000 PSI SHOW FINI MMT�y� TOP PLATE$ N Mal.. 9 CA70P NUT 0 top & Bott.
+1) CAW9 IN PLACE
S ly
K STRENGTH AT 28 DAYS. ON GRADE MAY BE CONMMD W/2500 PSI CONCRETE. Detail Jamb strapping
2 MMOS
21 SHALL VM Ban DISWRBED &MW SM AND UPON EIM THE WICIN. $OIL OR UPON
) O.T.S.)) 0 top & Bo t,
RAL FILL,COMRACTED TO A DENSITY OF AT LEAST 95% Or STMOM PROCTOR MAXIMUM t
STRUM
IIA
spoN rsosCsfu wivewA
DRY DENSITY" 01657)FOR A DEPTH OF JIT LEAST ONE FOOfr V Q BELOW THE BOM OF THE WK HURRICANE STRAPPWO Pen
3) SEARING MATERAL: THE FO01INQS SHOULD BEAR Of EITHER 7W 10119TI04 ME SMOY W" 0 320 at mills WL 7e ON 3KET#10
wim wLL REau=PROPER COMPACTIOK OR IN COMPACTED STRUCTURAL FILL THE BEARM ((N.T.S.))
LEVEL SOILf. ArIER COMPACTION. SHOULD EXHIBIT DEN97ES EQUAL TO 95X Of 7K MOWED
PROCTOR MAXIMUM DRY DENSITY(ASTM 011557)
4) R FORCING MR Ski. BE ASTM A-616 CRAM 00 STEEL CONFORMING TO ACI 301. p1j&246 OATOR BOLT
315. ACI 318 AND CRSI M"K Of STMOARD PRAC71CIE, LATEST MMDNL q*xT#41 1/2*0 GATOR 7
6) CONTINUOUS MrA AND HORIZONTAL RE' STEEL IN FOOTINGS $HALL BE PER am#
:�.V' UCED A MIN. OF.38 BAR MOM OR 27=04EVER 6 OREM UNLESS SIV490k
01 IERMSE NOTED. SPACE 0 3r &Q
0)THE MIN. CONCRETE COVER FOR FOOTINGS SHAU BE 3 h MIN.'FOR REINFORCEMENT. (MAX.) "TOR COUPLER
SLAB ON
FOWNGS REINFOMENT).....-....._3 imha
TOP PLATE
1) m ZMAL SEAM AND FOOTING BARS SHALL BE SENT I'-Ir AROuw CORNERS OR IIH OF WALLS
ER BARS WITH 2'-0*LAP SHAUL HE PROVIDED. RIM JOI OR BEAM
SHICE PLATE
8) CONITItACTOR SMALL PROVIDE SPACERrh CHAIRS. BOLSTERS. ETr. NECESSARY TO W"ff
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH AR.E PLASTIC MED OR SUNLM STEEL SUPPORT BEAM OR
9)ALL REINFORCING DErARS SKU CONFORM TO MANUAL Or STANDARD PRACTICE FOR GIRDER PER SHEET #q
KTAum REWONCED COMCOM STRIXFURES ACI 315 LATEST EDMOK LINLIM OUALED EXTERIOR WALL OPENINCS uw-L.STA 34 6%%^fS
07�ERWISE OWTHE STRUCTURAL DRAWINM STRAPPING 0 TOP & BOTTOM 1/1*0 GATOR BOLT
lo) ALL CONCRETE WORK sHALL BE.IN AccoRDANcE WITH Om suLmr, CODE REOUIREMENI'S DETAIL PER OUT tj
FOR M ACI 318 LATEST EMM AND 'SPECIFICATIONS FOR STRUCTURAL WRORETE "TON COUPLU POST 21R EINrL 0 TO
FOR W ACI 301. STUD TO STUD STRAPPING CORNER DETAIL P_
OLTZ)
MASONRY IIVO GA70R BMTS SPACED OLT.W
6"s IN' Oft 47x 4'ROST
1/200 OATOR TS SPACED EXPANSION JOINT
MASONRY UNITS 91ALL BE ASTM C90-75. HOLLOW 1.13AD-13EARING CONCRETE K SHEET OL A -SILID WALL PER SHM ADDITIONAL
P Wne Pat
UNITS, TYPE 1. GRADE N-1, NORMAL WEIGHT.WITH A MIN. COMIPRESSK STRENGTH 0. 1 Ot Bi WwEsi 3aLANa*x 14r W"
AIM E)P BOLTS E.IIED ELR #4 ROD$CONT. EXP. BOLTS AT GARAGE GAjQ6 5QLT =M USE
OF 2000 PSI ( I I In - 15M Is SHIEAR WALL T ON SHEET#I SHEM WALL TABLI ON SHEET 01
MLEA r-4'CONIQ SLAB WA"0110 114W.F. awkio/la vLwf. Way GMT INSTAI.L.ATION INSTRUIC71016
-T .'316%ftqd- rOST
2) Mom,$ smALL CONFORM TO AMW C270 AND BE OF TYPE M OR
-AL
j6�
STW WALL
1)D11011419 V9 WAMO PW7 AW MANK ndR 19 DRILL 6' INTO COl`lk=IE
FO IWO BMTII�MM TO 2 KIR
0,1!
0 SOL,UMV&440
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3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE. jog AN
6 IM LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BIM COURSL MAX. 10 In. OLC_
GALVANIZED TRUSS-TYK WON
01 w NA11010110 OUNK IF VOKY ANDIOR 1101,111
An Ulm
6"6/10 W.W.F. 1 PQ§L2M6eeftL2jLqT_T_9M
MIL V.9 OVER CLEANo j_Pa___
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WOOD FR&M VAU COMPACTED TREATED FILL
CONN'
I)ALL WOOD mm" wu BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL 2-
,-#4 RODS VER7. ON 487 at k AT OMM
DCSW SPECIFICATIONS FOR WOOD CONSTRUCTM. VERT. RODS SHAW BE HOMM 6*ON70 3) POST STRAPPING
SIM
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HAVE THE FOLLOWN MR DESIGN VALUM FOOV=0 IlOTTOM AND Ir IIM SLAB mom TURN DOM SLAB DETAIL BOLT RUN DETAIL TOP & 801TOM
(TYP) 7�\
2)Af STRUCTURAL WOOD MEMBERS SNALL
0 TOP. FOR HORM RWORCEMW, USE 91x AMIT0.11INIERS
mys.)
rAWN LUMBER LAM. VENEER LUMBER 9 '& V JOINT F4ffORCEMT MOL Ilr 0 GARAGE
Fb 0 1120 PSI Fb - 2,600 PSI ON Ir O.C. (MAX)
— :*A'
rv. - 90 PSI Fy - M IS
FcI - W PSI i,x*,Ow IS x
1Fo 1,455 PSI CONSUL ''�IIMEIER Kowa wAft
E - 1.600,000 PSI i TURN DOWN SLA13 DETAIL IETRM OUT111100M
3) ROW& WALL 907NIN4I$14ALL K 7/164 ORIENIAL SYRAND BOARDS (OSS) OR BETTER, 20- W(H) 04CIETE FOOTING 2X4 KOCKM IHEA�011140 ANT 2X4 QUIMOM
SPAN RATM AS SHOWN ON THE DRAWING& I=( CED wA !)-05 RODS OONT. EXCEPT 0 GARAGE ir Mw Ow END A 0 411'&Q 1-HUNIVANE MIP H-IL5 OONT.M4 WAS FM TOP TO
7,14r WMUCVAAL NOW ON 9WAL 0 44F CLQ IlOnOM CHOW TO;M AS NALEX
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