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SOEL BORINGS BE PERFORRIDED AT-THE CONSTRUCTiON SITE FOR THE FURPOW
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GARAGE IF NO DEEP SOM BORM INVUrIGATIM 13 MtFORNIIED(M 25 FT.DEEP SOIL
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TABLE, FOR SHEAR WALLS FRAMING
— — — — — — — (GROUND FLOOR)
IIHE SHEAR WALLS TAKE WAS ESTABLISHED AWjmp4G THE FOLLOW.IG CFtll.MA UWLESS OTHERWISE 4514CWOIL WskLL%
NOTED IN THE TABLE:-
A� WOOD SHEATM TO STUDS NAILING SHALL BIE Od COMMON MAILS- TH" BOARD scAmALL To aw asmerm
a Gyp. BOARD 70 STUDS NAILING SHALL BE 5d & ed COLLER NAILS FOR 11r & 5/8 INK �11101 M&WO (SUL 0 BETIM TWO MUM)
RESPECTIVELY.
0 C) SOLE PLATE-OWCRM SLAB MMM %WL BE J/rft JU- LONG -i-BOLTS' (XW7 STEEL) FOR MMOR WALLS GLT13
OR ilro x 7' ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. aw
Od VoLs a"SHEAVOIG
REQ'D. SINGLE OR SHEATHING To STUDS FLOOR To FLOOR i3d MALS
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING offlom olm 12d NALS vp CHOW
-4 OF "�M
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(Ljs�oW SINGLE 6" le 60" D.C. i
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(MAX) TW
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ADDITIONAL Imilm ULL-/
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1) FOR LOCATIONS CLOUDED AS WOCATE LOCATIONS WHERE HEAM BEAM SHALL BE
?VI, (D CASE I - WTERIOR 911EMWALLTO ROOF CONNECTION
a? '171 BOLTED PER DETAIL '8w ON SHEET #'I
rn PRE ENGRAVED FRAMING CTRUSS FALLS ON ONE SIDE OF WALL)
2) ALL DM30M WALL OPEMNGS OTHER THAN THOSE MENTIONED ABOVE SHALL CLT4�) KA&S It"SMEATHM
WRLL
BE BOLTED PER DETAIL *Em ON SHEET#19 -
0 12d NALS 2d WA&S
3) ROOF TRUSSES SHALL BE STRAppED 70 Top PLATES OF SEARING WALLS AS SHOWN ON m
SCHEDULE *A' ON SHEET i q. . STRAPPING VALL BE ADEWATE TO RESIST SHEAR FORCES 2x4 LAO mp ON00
ACTING SIMULtANEOUSLY WITH upuFr FORCES. 2e FLAT%02� O�C.
ERIOR & INTERIOR WALLS TV. (MAXj CAKE VtM
4) THE AL.LOWABLE SHEAR VALUES OUTLINED By SBC-91 FOR BOTH EXT 4)-12d NALS
HAVE BEEN REDUCED By Is% To ACCOMODATE THE USE OF f2 SPF GRADE OF LUMBER FOR UUOXCKOWC iTyp)
WALL CONSIRUCTION. ALSO THE ALLOWABLE UPLIFT cApAcITy OF ALL METAL STRAPPINGS THAT (2)-12d NALS
001 > CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF 12d NALS (ITF)
4 FLOOR AgOVE OR I)ELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED 6:4 X)
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4) La Umom I 'Cwv-060 A s f'"AL
ROOF Hoodws W 689 9,LL per shmetle
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SCHEDULE "C
DESIGN CRITERIA
RECOMMENDED STW Sm AND SPACING;
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WIND�ILOAM- -1997 END*........ MRX 1
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WIND,WUM (PER SEC IW-W TM 14'-W 2d n'
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GENERAL STRUCTURAL, NOTES: 19W M 2f--V W
200 12. 1 1/2*0 Glk" BOLT 0
I IT IS lie WENT OF THE ENUINEER THAT THIS I I
1E PIER 04KET 9 "vAl-
JK MO 'MYS THE VERTICAL
RE IREMENTS OF THE AUTHORITIES wym JURISDICTION OvER THIS TYPE OF
RUC ***- THE FLAW HMT REPRE
WZN AND OCCUPANCY. ALL OWIRAC7ORS SHALL DO THEIR WORK IN CONFORMANCE UNINITERRUPM SPAN LENGTH OF THE STUO.
TE n- Is mea
ALL APPLICABLE CODES AND REGULATIONS if HOFIZ OONTINGUS;BRACE CAPANU Or 7RANSFEINNG
2) SHKL VERIFY ALL CONDITIONS;AND DIMENSIONS AT THE Joe SITE PRIOR LATERAL LOADS TO SWAR WAUX DOES E11119r,
THE THEN THE SUMU SHM ARM D=5 NOT
To ozwwg: APPLY. I 0"Tut MLT
3) CI WWOR SHALL 9j3PLY, LOCATE AND BUILD INTO THE WM ALL INSERM ANCHORS,
AND P17CHES AS MAY SCHEDULE "D"
AN XES, PLATES, OPENINGS SUM HANOM SLABS
IN REQUKO By ATFAC Rag AND 70 ACCOMMOMM NIX SM ON THE DRAIMM
MW SIWW FOR WEIM SHALL K AS MM FOR ALL LOW 11FARN Wa IS
4)Tf ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT K USED OR M=n AS OINEWISE NOTED ON THE DRAVIIINGS) -41-
RE TMW wffrW DWRESSED WTTEN CONSENT Or THE ENGINEEP. OPENING WIN IN FEET 6114044A
5)ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARt wmw To BE TYw4L AND Up To X-e X-I"7HRU W-W IV-I*THRU IW-V MAKES)
SHALL BE CONSTRUED TO APPLY TO MY SUM SITUATION ELSEWHERE IN THE WORK
EXCEPT WHEW A OfFERENT DUAL 13 SHOW"- LINTEL M-2de M-200's (a)-202'19 EXTERIOR WALL OP'ENINGS E, CONCRETE SM
6) SUBSURFAM SOIL OwDmoN INFORMATION 6 NOT AVAILABLE FOUNDATIONS WERE DESIGNED tw ux m or x&%E sm is vz or x uL m mm= STRAPPING 0 TOP & BOTTOM EXCEPT AT jk�,� CONCRETE
FOR A 2000 PSF SOL BEARINO CAPACITY. CONTWIOR SHALL ROM MY OFFERING GARAGE DOOR OIHER LOCA' 'wrivA SAM
COIDITIONS TO THE DESIGNER PRIOR TO COMMENCING WOM TMN AEPEL`A73MNWj0aMMWrU`ER lay BE USED mum or OWSHEET #8 OF THE DRAVANGS A .
O&TAL) I
7) IT is THE CONTRACTOR% SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND MUDS SHALL BE CONTINUOUS FROM TOP PLANES TO SOLE PLATEL
SE XIENCE 70 INSURE THE SAM OF THE N 11DO AND IrS COMPONENT PAM CUM
ER�CTION-
CO�STRUCTION NOTES: PREENIGNIECRED ROOF WSSES Detail "B", Jamb stropping
9WdREV. 0 top & Batt.
SA70R NUT
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low IS Yx rx I le Detail Jamb stropping
"TOR WASHER ((N.T.S.))
CAST !
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3) BEARING MATERAo_- THE FOOVM SHOULD BEAR IN ONO THE 00911110 ME SANDY 2101I.S. L. UK -A' ON SHEU fib
ot" 1111 WWRED ROPIP OR Of COMPAOM SMCTURAL FILL THE KA14NO 43 _j ((N.T.S.))
LML 9X% AFTER COMPACIr. SACZ EMBIT DENIMS EQUAL TO 95X Or 1W MCOM
PROCTOR MAXIMUM MY DENSITY(AMU 01557)
TEEL S(VU BE ASTNI A-615 GRADE W SML CONFORMING TO 10 301.
4).qIN3F" 6 - L
5.A0 .3 - /-1/2'0 CA70R BOLT
11 AND CRS1 ""OF STANQ.ARD PRACTM LATEN EDITIONSL 0%1 1 1 "�%j P6R SWEET 4
5) CONTINUOUS VISRIM AND HORIZONTAL REWORCIINO STM IN Fauffics SHALL K
SPUCEI)A msi, or.3e BAR WAUM OR 24".*101EVER IS GREATER UNILESS
OT IERWISE NOTED.
6)1K MIN. CONCRETE COVER FOR FOOTINGS SHALL K 3 K mk-FOR WMORCE". GATOR C0U1I`L9R
FUoTINGS (TO_WM REINFORCEMENT)
&A ON GRADE_...........-..................__,CENTQtED TOP PLATE
OF WALLS
7) HI mzONTAL BEAM AND FOOTINO M SIA&L BE BENT V-Ov AROUND CORNERS OR RIM JOIS7`OR KAM
OO.tNEA BARS WITH 2- 0- LAP SHALL BE PROVIDED. FIB \T------
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a) CONTRACTOR SHALL PRNDE SPACERS, cNAIR5, BOLSTERS. ETC, NEcBM TO Rff= jA
REINI`ORCING SUEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES t
SHALL HAVE M WHICH ARE PLnx xPPED OR STAINLESS STEEL
9)ALL REINFORCING DETAILS WALL CONFORM TO MANUAL OF STANDARD M4CT10E FOR I
oummc REWOM CONCRETE STRUCTURES AD 315 LAIEST MMOK UNLESS DETAILED usE WFA S6,%sitats 14 finfif
ONZROE ON-THE STRUCTURAL DRAWINGS, 0 GATOR NXT
/--;93HELf fdl
io) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH *1111E 13ULM OWE KOUGEMEWTS
rOR CONCRETE SPECIFICATIONS FOR STRUCTLOL CONCRETE GATOIR COUPLER R
BUWNG;ACI 318 LATEST EDITION, AND CORNER DETAIL POST ST AEPIN9 0 TOP
FOR ACI 301. OLTAW
0 GATOR QPL SIUCI WALL PER SMI AL
mww umTs SHALL BE Mm COO-75. MUM Lo*-BEAM coNCREM SHEET 4 G1 ADDITIONAL - I Ocv%Icr WIDE G*x r OR 4"x 4' POST
UWrS.TYPE 1, GRAM N-1, NORM WEIGHT.WIN A MIN. COMPRESSNE STRENGTH TS N= EXP. IIOLTS MA BE NEEDED PER AT GAR USE III ISQ `jI
OW EXP. BOL 11110 BE D PER GATQR BOLT SYSTEM od. ?O&T
#4 RODS OQNt
T
SHEA
OF 2000 PSI I in 1500 PSI 94EAR WALL TABLE ON %IEET f j-4" CONt. SLAB W/6440/10 VLW.F. SHEAR WALL TABLE ON SI-M f 0 VLW#r. EPDXY GROUT INSTALLA71ON INSTRUCTIONS
TS SPACED 1/2*0 GATOR L I EVANSION JOINT
r 01
2) MORTAR SHALL OGNFoRm To Asim C270 AND K OF TYPE m on & 1)KIOWC W ffrAIM9 POINT NO WW VM Iff
DMLL 6' INTO CONCRETE
SM WALL
@OL7 LOCA11"111M TO CONORM I=
3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE q&WuED TRISS-Ift WITH e MCI=A119 U=OR @KT LWA11004 OMMV
S.:.dr%. ON=HMOM CONCIIIETC r ow Now"IS
8 In. LAP AT ALL SPUCES AND PLACED AT EVERY OTHER k= COURSF, MAL 16 IL O.C. a MIL VAL 06" CLEAN. 440110/10 %Wr. Aar LIM POST-STRAEPJNQJLUQ_TT_QM
WOOD FRAMIbj9 WELL COMPACTED TREATED IFU (*1115 OW."DO= CONCRETE FOOTING 2)C===A1100111 SIALL Z M KTAL V W MO MT.S>
WIN
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I)ALL WOOD FRAMING SMALL BE SYP J2 AND INSTALLED PER AITC AND TPI AND NATIONAL &ROD ON 4r 06C &AT-CORNER& ter,-,. a
DM SPECIFICATIONS FOR NOD ONSTRUCTION. T. S TO 3):Maw4Ycftm"m&Zvpjj mumifflummq POST STRAPPING
POOMALL BE HOWM Ir W va 1141117
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FOOTINGS SLAB cow. Hmn TURN DOW SLAB DETAIL TOP & 801TOM
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2) STRUCTURAI. VOW MEMBERS MAU MW THE FOLLOWING WK DESIGN MUM 0 70P. FOR HORIZ RZINIFORCEMIM, USE AT COIIINIERS OLT34 (N.T.S.)
SON LLWBER, LAM. VENEER UAW 9 F. HORIZ JOINT RMORCEMENT -3:
I.. WL 111! 0 GARAGE
Fb a 112D FBI Fb - 24M PSI ON Ir Mr- (MAX.)
Fv. = 90 PSI Fv - 285 PSI 14,
Fel 0 555 PSI E = 1.90OADD PSI 41r (MAX)OR T
Fe - If DIMON W06
1E - I ZA PSI CONSULT ENGINEER TURN DOM SLAB DETAIL
2"00 1 H 00SF =4 VAMP 0 91FAIM JMT 2*4 MMOMM KTVM OUMOOM
3) ROOF& WALL SHEATHING SHXL BE 7/16- ORIENTAL VRW 90" (068) OR BETTER, 'r MOM ow go e w QQ, r-FAWACAM CUP"-I.* OW.a"NO FROM IV TO
SPM RATED AS SHOW ON THE DRAMNM *055 CONT. EXCEPT 0 GARAGE IP-K#M=3 ON EOJAL 0 w QQ 26TIOM aim TO m-M NALM
——— —— — —— — ——— — ?/Hr SIMA"UPA AM IWAIN1161 20 V=KWU=IT rOR X-111RACIN01 0 a PWW CUP FOR 4W IISL
4)OALL= TO WEATHER OR IN CONTACTED MTH MASIONW. CONCRETE T)MICAL FOUNDATION DETAIL 6"0/10 1mr. IIININDLE 2W 9911 CHM OF 90110%1
R T
TO] I ir MMO 10 241
5) CONTRACTOR VIAII PROVIDE AM FASTENING ONCES NECMARY AND SUITED FOR EACH I fAMA BOTTOM CHM air owl
1111M
APTM- FASTENING SUNECY TO MOISTURE SMALL BE�W-OIPPED GIALMANIZED 70 ASTM
20
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A_ SCHEDULE ##A" (0-05 RODS CONT I U WOP 3-1/:r =0 It Ur KAYE
a)ALL uErAL CONNECTIONS AND FABWA70S SHALL COMPLY WITH AJ.&C, SPECIIFICATION& -F
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