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TYPE OF Cow5TPUCTTOW: TYPE VI x
COWbITTOWEb SQUAQE FEET IST FLOCIZ: 1445 SF
COWDITTOWED SQUARE FEET 2WD FLOC Q: 692 SF � DaYE: �►oV 4, 2002
L)WCOWbITIOWEb SQUA F- FEET:
763 SF
APPRCUED
IMPUZVIOUS SQUARE FEET: 3073 SF CITY OF ATLAN1IC BE 1CH1 3
APFROXIMATE HEIClWT OF HTCjWEST POTWT OF ROOF ABOVE FIQ1544ED FL.00R: 26' -- BUILDING BUILDING OFFICE H
bESICIW METHOD USED TO MEET MIWTMUM LOADIWCI QEQUIREMEWTS PGZ goo FBC -- SEC. 1606.1.7: SIMPLE 61APWZAH `) 200 w
BASIC WIWD SPEED, MPH, (M/S) 12o MPH \�
A FA �
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BUILDIWCI CATACICeY: II ❑ x
\^/IWb EXPOSLP..E: $
blZECTIOW: ALL
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METHOb FCR MEETTWC1 \&/IWb BOLPZQS bEERIS F520TECTTOW: OPEWIWC-15 WILL BE MOTECTEb WITH 058 PER TABLE 1606.1.4 OF 2001 FBC
THE APPLICABLE TWTE2WAL ME55L$2E COEFFICIEWT: a- Cd2 - 0.18 SHE T
DESICIW \,./lWD FRS55LQE5 (PSP) USED TO bESICIW COMPOWEWT AWb CLADDlWCI MATERIALS WOT If I
SPECIFICALLY DESK-��.IED BY THE ER DESK-��.1 F20FESSIO+�tAL: �2E2 TO Et.iC-gT+I.lEE2ED L`eAWIW(�S �e
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pO2 1E,o7o 1 3/4 16070 STEEL PA WELEb WITH LIC*4TS v ��_ �' 3�
M1 ! �3'io�I�}'ai 9" h i i/z 1 x 217 I m
Doi 1 2868 1 3/4 6 - PA.iJE:L STEEL - DOUBLE BCPED I I
boo 4 _ 2.868 1 3/8 6 - PA WEL IWTERIC�2 ���_
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UWLESS RULEb OTHERWISE BY TUE SOIL EWCATWEER OR COWSTRUCTTOW PR06ESSIOWAL THAT TS FAMILIAR
WITH THE HISTORY OF TWE SPECIFIC COWSTRUCTTOW SITE, THE UWQERSI�+ m EWC•�IWEER RECOMMEWDS
-THAT AT LEAST TWo (2) 2s FT, bMP SOIL BORIWCTS BE PERFORMEb AT THE COWSRUCTTOW SITE FOR TUE
PURPOSE OF EVALUATTWO THE PEEP SOIL COWbITTOW AWb TO IWSURE THAT TUE SOIL bOES WOT 0.
COWTATW POCKET5 OF UWSUTTABLE SOIL (I.S. ORCIAWIC SOIL, UWCOWSOLIbAWb CLAY, ETC.) THAT MAY
CAUSE FUTURE t)MIMEWTAL STRUCTURAL SET LGMEWT.
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HOWEVER, 6 F1': bEEP SOIL 80RIW445 SHOULb BE PERFORMEb TO ESTABLISH THE bEPTH OF 5031
EXCAVATIOW AWb BACKFILL. WUMBER OF BORIWC-�S SHALL BE RECOMMEWbEb BY THE SOIL EWC�IWEER.
IF WO bMP SOIL BMIk1Cq IW 55TTCIAT-EOW IS r5QroRMEb (I.E. 2s FT- bEEP SOIL BO1Z1Wc--;S? THEW TUE `Q`�"' ' CJ H'D�� �����s E CAD FILE NAME
UWQERSIC�b F-WC1IWEER AS5UMES TUE FOLLOWIWCI:
. ATWINnc BEACH, F4
THE UWDERSTCTWEb (I.E. EWCN55e) HAS WO KWOWLEW Cr AWY SUBSURFACE SOIL COWbITIOW REPORT: .• DRAWING NO.
THUS, ALL FOOTTI.45 ARE bESICIWEb AS SHALLOW MOTTWCTS BEARIWCA OW SOIL THAT POSSESSES A
MAXIMUM BEARIW41 PRE55URE OF 2000 PSE: IF COWTRACTOR FOUWb AWY 6IFFERIWCT COWbTTTOWS EITHER o t"m n"• A,PPROY D %X_THROU* SOIL REPORT OR SOIL REMOVAL, TUEW EWCAIWEER OR UWbERSTCq Eb SHALL BE WOTTFTEb AWb APPROM w" LJG «"ta�cma SHF,Ft NOS
POSSIBLE FOOTTWC� WSICN REVISIOWS (I.E. MAT FOOWDATIOW OR PILE PX WOATTOQ MAY HAVE TO BE pr►�ts L OZ 9610 �
IMPLEMEWTEb PRIOR TO COMMEWCIWCj WITH POOTTWOS WORK. so".. AS NOTED ��• W!207 � Z G�
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TABLE FOR SHEAR WALLS tw RAMIN-G N
i (SECOND FLOOR)
THE SNEAR WALLS TABLE WAS ESTABLISHED ASSUk1MG THE FOLLOMING CRITERIA•UNLESS OTHERWI
NOTED IN THE TABLE:
AWOOD SHEATING TO STUDS NAN.M8 SMALL BE 8d COMMON NAILS.
r7 I — — B GYP. BOARD TO STUDS NAILING SHALL BE 5d & Od COLLER (NAILS FOR 1/2' k 5/d" 'MICK NIM
u RESPECTIVELY OR 1-•1/4" TYPE S OR W. P SCREWS FOR EITHER BOARD THICKNESS-
�' I dee Je _ o
REQ'D. SINGLE OR SHEATHING TO STUDS
DESIGNATION SHEATHING DOUBLE SHEA1HMiG NAIL SPACING" 10 �l✓ �(
SINGLE B" / 1Z" �,�,(��,. 1 �_', • e�
M � ,,r':;H
,
' YI I �� ( "•9 7/16" OSB SINGLE
x k F
T-�
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7/l4oS6 "
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ADDITIONAL NOTES-
N TE 1)
1)YAM LL OC TnE�N S CILOU ED AS ti 8 ). USE (ONO MOZEL No• .STA 836;51ApSON'. FiAOR
_
?CIL)zx t _ FOR LOCATIONS CLOUDED AsG). M aE MO• Lsrge "511,1 a �oOR �TIS FLOOR TENSION TIE USE (Two) 0 L { �+
NIb J)'�ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATidrl 2. 19
X I OF GROUND FLOOR WALLS. MAY BE BOLTED PER DETAIL "F" ON SHEEP 11110
4) FLOOR TO FLOOR STRAPPING FOR miFr SHALL BE M o zBL, No. C s to, "sw Saw"
SPACED ON 32" O.C. O BOTTOM AN9 Also APPLI 10 It O TgP PER DETAIL "Z" *4*&1*
x S#IECT SECOND FLr�1OR TIG o /INE� By nM t>I AN W A CONTINUATII9N'
�1 OF FIRST FLOOR WALLS. IOCIENIM WALL� MAY BE S*APM DETAIL K ON NEXT SIi T-
I
CtU to Cil z x lol tti1 z x I0 C 21':-x �
N n�
Su C&b4I "L-OF ———
� i '' �� LrLOo� � + Grr ,prM'` r Sl+ae� # to fa,r rte. —----�—_---—
TABLE FOR SHEAR WALLS FRAMING 1�1 #/01"': ",,a'" SCHEDULE HAS ct�.� �
i I i
GROUND FLOOR) RW ' ES MAPPING SCHEDULE TO I
114E SHEAR WADS TABLE WAS ESTABLISHE15 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE ` BARING WALLS (PRE F
NOTED IN THE TABLE: — NEERED FRAMING) I I -- �-
A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS.
B GYP. BOARD TO STUDS NAILING SHALL BE 5d & dd COLLER NAILS FOR 1/2" do 5/8" THICK BOARD TRUSS NO OR UPLIFT i I I
TRUSS TO TDP
RESPECTIVELY. DESIGNATION (Ibs) PLATE OR TO STUD TOP PLATES TO FOOTING$
C) SOLE PLATE-CONCRETE SLAB ANCHOR5 SHALL BE 1/`1"dx 10` LONG "J-BOLTS" (A307 STEEL) FOR EXTERI(IR WA1;L;S * I
OR 1/2"0 x 7r" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS.
REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR ALL, TRUSS END$ �L�
I I
DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING SEPT ONES O""4 145;SIM SaN C 11 1 2 o CATCI;t goL, SpA ,>5
t�UTTJmm am aw P ps f " u L——————
SHOWN ON SHEET
.I
Q 7/18" DSB 91NGlE s" / 12w eo" O.C. I ,�
(BLOCKED) iA3,A'i,A5,
I
I
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7/16" OSB SINGLE 4" / 12" BO" A.C. �l, �s, � ri
NMI
(BLOc�cED) ICs�1 SHOWN ON SHEET
Kg'K��K'�•K� I ;
7/18" OSB SINGLE 3" / 12" 38" O.C. �k�k L .J - -• I
(BLOCKED) ---. ------- L
II
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7 16" OSB SINGLE 2" / 12" �k 24" O.C. �k�k IE4i GS' (�'t jjp N
r I rl
( LOCKED) tIIKATNNItI �z�MTSZo SlMpsoN (�) W&O GATIOR BOLT' LOCATED Wrn�l '
•{ as "164- Z OOp EIFCH N AILFob Wf 8 OF CENTERUNE OF TRUSS BEARINQ I ' -
' ' ;"° t;I Id ( IA" lookxIhL Nftj
tk � NAIL PANEL EDGES ONTO DOUBLE STUDS. t r .
�c�c ADD EXP. BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. r� �`
(�}xd NAI4# h ' I ', ClM�9'INQyA rY�t �+�/ ; 1
ADDITIONAL NOTES:
aI acAes u� 1—648 S LUL f4k
H GT-z ''SI oN. w, GD o t.Lt
1 FOR LOCATIONS CLOUDED AS �. INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE t2d NAILi H 01.E 90 W 13� 1 V /A I /,� ,��/� s P� � '
) 11,AT�x4" O.C. t 1 wg4�w+ �
BOLTED PER DETAIL "B" ON SHEET /10 ( ) ' �S S110AtI ,
tt�wo I P 3tt � "J'" ; r
2) ALL EXTERIOR WALL OPENINGS OTHER THAN 11-M MENTIONED ABOVE SHALL I cM I 'T A� ommum° 40"m aim ��. gdlt RAIN
BE BOLTED PER DETAIL "E" ON SHEET 10 T " §M * ,o SEE TRUSS D OI N G I� `t0e" :�. MUSS L`iRllMAIM, -------------- __ __ ----------
3)
._- __-_
3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON PLAN v" ELEVATION VIM
�
SCHEDULE 'A' ON SHEET,#q STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES S TD ROOF CONNEQIIQN
ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. PRL DW=0 1RAI 114 ( FAILS ON ONE SIDE W MULL) FLOoR
4) THE ALLOWABLE.SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR do INTERIOR WALLS "R •{ as N M�
HAVE BEEN REDUCED BY 187E TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR � � MAU (1�)ad"�
WALL CONSTRUCTION, ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT
+ac�l;u�n a�nrw
CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL WOLDDOWNS AND TO STUDS OF �. RAT ��� ac.
FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED TYP Mme) m 1Nw11
ABOVE.
5) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
)-%d NMS
AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET 1110 .
4) LOCATIOWS CLOUr9E'� AS '3 SHALT. BE STRA 6fl rc @am am
PP P R 9eTnIL:'r-,. o F SNEer�10 �� ,� :_.. ._.. .._ _.:.
`7) -""'---� C4,tytevj floor tutivi 4 �:JYrj,Ys. To 6e PLAN VIM MOAT" MLW vlfu)
MOIL, .Ilt � ?'p- �
0 IRIMWIB(lMI1LL iIl 11l1III�! Tlro TlWpte) (�
8 �H�A �AUu t.� E " w a �.
+� W A6 � �cft SMU aE fiftk.e.� P� 3m-rR(L. p4 TET' - 1 Y Al4Tt SHA t ,4LL N Ai"',�:5,�
LOT` I,$ Ij c vA 6 6'1L A.S)js E CAD FILE NAME
ATLANTIC. 66oco, F4
DRAWING NO.
tiMd[1M CY vmvw 9Y:
rows sn LJG +C 6 P!E SHEET N
OAT* l L(92- N90-04m 0wkd*v(
SCALE: AS NC TED 1�, Of 32257 I�'!Zo
UNINTERRUPTED SPAN LENGTH OF TH STUD, - 11• Lama
RECOMMENDED STUD SIZES AND SPACING oO ...........
IF HORIZ. CONTINOUS BRACE CAPAB OF TRANSFERINGSq- Ft FL deft �Io /Sq• Ft:. ROOF TRUSSd70F TRl7^a:a
LATERA!. LOADS TO SWEAR N:"LLS DO 5 EXIST, YF HEI(-.'XT ST<, Si4G SPACIN �' 2•W
w THEN THE SCHEDULE SHOWN ABOVE DES NOT
APPLY. a , a a Three nd Gust Wind Vel M
8-0 THRU 9 -•-10 2x4 16 Velocity Per FBC-2001.....---.120
' S N•"5unpsot�.
Mph, ,(Importance FacEOr)=1.0,Wind Exposure "8": Category"11" Building TOP PLATES
10'-0" THRU 14'-0" 2x6 16" CCPD(+)Or(-)Q.18(Enclosed Building). 1�
14'-1" THRU 18'--6" 2x8 16" 3. 'Omponents&Cladding Design Pressures
"
Roof( ereI.60.1 Psf,+23.7 Psf 1
19'-0" THRU 22'-0" 2X8 12" is , S Is within IL Of corners,Zona"4"is Anywhere Else
GENERAL STRUCTURAL NOTES; 2x10 12 sq.ft.) s
- 417 ��1 (��Com Stfq)s
1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 "•0 24'•7 -26.9
REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 00. 23.2 25.4 ,
CONSTRUCTION AND OCCUPANCY. ALN. CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 22'0 -24 2 CS20i simpsoo t 1/2"0 GATOR BOLT i
WITH ALL APPLICABLE CODES AND REGULATIONS. 3`trR A PEA SWEET #9 ' � G QFy
5 20.0 •24.7 ,32.4 I� ' (N.T.S.)
2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100•p 2;O 26.9 M
TO COMMENCING WORK,
S Nr'�5�lIR SOa�
plo and minus signs indicate acting ward and �RA 00511114P
UO'CONTRACTOR SHALL SUPPLY, LOCATE ANO BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfaces Iy from time building P
ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY �C"wIEDULE "D" "
t BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK Not SHOWN ON THE DRAWINGS.
FaA' FOR OPNO SWZ K AS F! FOR Al LW BEARING WALLS __. .. .
E THE PROPERTY OF-THE ENGINEER AND MAY NOT BE USED OR (EXCEPT: AS OTHERWISE NOTED ON THE DRAWIN } •.'�..'. .: ,:•
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEEk,
OPENING WIDTH IN FEET ,
r , a J a r a Via' ' .i: 'f t. 1, � ,+a .. �. •'�,
. 5 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ,ARE INTENDED �Tfl BE TYPICAL. AND UP TO 3-0 3-1 THRU 6-0 6-1 THRU 10'-0* ..•.." •.. ..••.'• .�;.� ...,:•.
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERL IN THE WORKS (� �30�TGIH
r (N.T.S.)
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LIMTEL Xc (3}-2x8's (3}-••�c10's (3}-2X12's UPPORT GIRDER i
6)FOR A 2000 PSF SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB Ne� !SE Two (2) snlos OF TIE SNE s�E AS' q f � �, g� W EXTERIOR ER I OR 'WALL OP EN I N G,SI E 1 � POST S TR A I�P I N G
CONDITIONS TO HEOIL DESIGNER PRIORING ATO COMMENCING WORK R�'"` DIFFERING * TWO PLATES WITH A 1/2" EXTERIOR WALL OPENINGS STRAPPING 0 TOP & BOTTOM EXCEPT AT
PLYWOOD Fl MAY BE USED INSTEAD OF TOP & BOTTOM
THE (3) PLATES �I ABOVE. STRAPPING 0 TOP do BOTTOM K GARAGE DOOR & OTHER LOCATIONS SHOWN t (N.T.s.)
7) IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE'AND ON SHEET �� OF THE DRAWINGS
SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING * ` STM K OGgtINUOUS FROM TOP 1b 90LE pi;A• (N,T.S,) (N.T.S.) RIM JOIST OR BEAM
ERECTION.
CONSTRUCTION NOTES;
C NC E:
ROOF' TRUSS NOT
ROOF TRUSS I
SHOWN FOR CLARITY ��3 -vw,a5b oa %/7,.'' tLYWI03) ION
P GIN FRED OOF TRUSSES �►RNL.
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRAD!~) SHALL. HAVE A MIN. OF 3000 PSI TOP PLATES P�NG UJERED � "@i" 4F•ES g
COMPRESSIVE STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. �� GATOR NUT �T �� �,
2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON •�
3 SPIAr 51MpdON r STW
STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ����� �!�'�� 3"x 3"x 1%8".
DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 fQ BELOW THE BOTTOM OF THE FOOTING. ''� �,: » « GATOR WASHER
3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER TFIE E STING FINE SANDY SOILS, �. SPHr SIf4�sONt STOP,
(I 0 32" O.C. HURRICANE STRAPPING PER PPI G (� TOP
WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING I�� •r� Sqi. "A" ON SHEET � .
q TOP PLATE (N.T.S,)
LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 9S� OF THE MODIFIED .� . OF WALLS
PROCTOR MAXIMUM DRY DENSITY (ASTM D1657) ��=
i0
4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEM CONFORMING TO AGI 301, 6» �� ,
ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. �. 1/2"m GATOR BOLT x 6 OR x �Nt`ST
it�
PER SHEET c1 ¢ - �NONo Imesoo X0 7
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SWALL BE M / " GA�TOit BOLT R
LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS L'S'I`t�3Lr �INIptON. PER SH FJ T i „
i �A -
6)
DRILL a INTO ClICSM
OTHERWISE NOTED. SPACE ®'32" O.C.
(MAX,) {THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR RONFORCEMENT,
P 8 T7 M
FOOTINGS TO MAIN REINFORCEMENT ..................3 Inches »
SLAB ON GRADE )... CENTERED � 'GATOR 6 (N.T.S
7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR
CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. CORNER DETAIL POST STRAPPING
SHOE PLATE 7 I OSS �} L
s NE �`" (N.T.S.) TOP & BO
8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT AI WAAL BOTTOM
REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES � '1"A8� p� 5 � (N,T.SJ
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. . fE-T; '
SUPPORT BEAM OR
9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL DF STANDARD PRACTICE FOR GIRDER PER SHEET
DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED
OTHERWISE ON THE STRUCTURAL DRAWINGS, EXTERIOR WALL OPENINGS t r
DETAILrDSTRAPPING 0 TOP & BOTTOM
10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "TWE BUILDING f DE REQUIREMENTS �
FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (N.T.S.) t/2"¢ QAOR:.BOLT
FOR BUILDINGS ACI 301.
STPD TO STUD sTRAPPI PEES SHEET' I. GATOR' BOLT SYSTEM
` MA ON Y
(N.T.S.) GATOR CgUP'LENR INSTALLATION INSTRUCTIONS
1) CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, 1/2"� GATOR ,JS SP „ 1
HOLLOW LOA!)-BEARING CONCRETE CC�� 1 0 GATOR BOLTS SPA(** I ) DETERMINE THE STARTING POINT AND MARK EITHER THE
MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMORESSIVE STRENGTH PER SHEET ` • ADDITIdNAL STUD WALL. i! FORM BOARD 8
EXP: BOLTS MAY' NEED SHEET # . ADDITIONAL. " " BOLT LOCATIONS PRIOR TO CONCRETE POUR
OF 2000 PSI ( f m - 1500 PSI ). ED PER RODS CON . a ;
IF J-BOLTS ARE USED OR BOLT LOCATIONS DIRECTLY
SHEAR WALL TABLE ON SHJ ET #11� I BOLTS MAY BE NEEDED PF„R acrANSe�N,�ouvr RECES5 SLM�+„ ON ,THE HARDENED CONCRETE IF EPDXY ANCHOR
SH AR WALL TABLE ON SHEET BOLTS
2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 4" CONK. SLAB W/6x8x10/1O W.W.F. I4 x 1P" ^r EPDXY GROUT n I 'ARE •USED.
+ rte• ,� .• GAKAGE DOOfc.
) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH ,�. I STUD WALL 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON ,THIS
6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. O.C.. I SHEET.
• �:.r,(• DIY' •!. •..t. n+.: iY •�� �t .., .�w fir, s�.•i
IL V.B. I 3)�,INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED
W FRAMING •1 OVER CLEAN, I 6X6XIO/1O W.W.F. Q D
COMPACTED TREATED FILL 1 • • PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S
1) ALL WOOD FRAMING SHALL BE SYP 2 AND INSTALLED PER AITC AND TPI AND NATIONAL » I "' I CONCRETE FOOTING RECOMMENDATIONS.
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. .p #4• RODS VERT. ON 48 O.C. & AT CORNERS. �`�--- •. '
I TURN DOWN SLAB DETAIL AT GARAGE
VERT: R S SHALL BE HOOKED 6" INTO •. • .
2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: 'I• FOOTING 0 BOTTOM AND 12" INTO SLAB :�i" ,• '" x - '
I 0 TOP. HORIZ REINFORCEMENT, USE I ( ) CONT. HOOKED I BOLT RUN DETAIL; DI
SAWN LUMBER LAM. VENEER LUMBER 111 *•' :, . & TIED AT CORNERS
2,600 PSI :1; 9 a. HORIZ. JOINT REINFORCEMENT '. ,. MIN. IS I <N,T.SJ '
Fb - 1120 p51 Fb *" ON 16 O.C.
FN = 90 PSI Fv ," 285 PSI (MAX.)
FcI = 565. PSI E = 1,900,000 PSI ** 48" (MAX.) OR ` '�'I�y I ~
Fc - 1,455 PSI CONSULT ENGINEER "'•"s "
E = 1,600,000 PSI
3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 1Z0"(W)x 1O"(H) CONCRETE FOOTING ( TURN DOWN SLAG DETAIL I � BLOCKING REQb.
SPAN RATED AS SHOWN ON HE DRAWINGS. REINFORCED W/(2)-fi5 RODS CHIT. EXCEPT GARAGE • I � HETI OUTRIGGERS
2X4 BLOCKING 0 SHEATHING JOINT 2x4 OU
4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE I L . -„_ .�.. 7/18a S.�.�M ROOF � " FROM GABLE �o �" ori /-HURRICANE O�"0 C. CONT. 2X4 SCAB FROM TOP To
OR SOIL SHALL BE PRESSURE--TREATED. -TYPICAL FWNDA11ON DET/ --_. .. . �" " "` "'"" "` -"" TwING ax4 BAR RAF BOTTOM CHORD TO SERINE A5 NAILER
F ..r. 8x6x10 1O W.W.F. GE TEFL CONT. FOR X-BRACING • t3 O.C. OF LAT AL FOR 400 lbs.
5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND BUTTED FOR EACH �.-�• of uTERAL sI1EAR
APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM r* SHINGLE STRIP BOTTOM CHORD OF COMMON
A�153•$0, roof Orr eh 4 ,�;,•• ,•' i �� I TRUSSES O 24" O.C,
FASCA BOTTOM OiORD OF GABLE
N•,.•, .
ALL METAL �Op •r;�r.'..s: .2x4 X—BG 124 NAILS o B" O.a END TRUSS
6)FASTENING SUBJECT TONMOISTDURE�SHAALL. -BE SHALL.
OT DIPPED LGALVANI EDSTO ASTM IFA-1153-80, w. .. (x)-l5 RODS CONT. I 08'-a» 0.a I
TON CHORD OF GABLE END J
20!—] i TRUSS DROP 3-•1/2" (3) 1Zd NAILS
( DOUBLE Top PLATE
7} SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. so po. 2a` ior,q 2x4 S� CONT TON To I 2'--O"
1W.:rd.w0a. INTERIOR STEP DOWN DETAIL BOTTOM CHORD e a tt. I '. MAX
8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF J2 FROM GABLE I I OPENING
INSTEAD OF SYP #2.
GA BOLT SOLE PLATE SHALL BE CONT. 2x4 SCAB FROM Top. TO 2x4 BLOCKING O 4s" OC. BETWEEN
SLM BOTTOM CHORD o X--BRACING '�
SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE 2x4 s Ds ANCHORED OpOL /SPACED WEB WAD IF NST I I (NRavIDE ADDITIONAL 2x4'. AT GAS END TRUSS AND FIRST
I I vERTICAL IF HIGHER THAN 4B COMMON TRUSS
® 16O.C. PER SHET' 19 ADDITIONAL ! I TO FORM AN "L" SHAPE)
°�t0R 10L7 EXP. BOLTS MAY BE NEEDED PER CONT 2x4xa'#2 SYP.LATERAL
CONNECTION FASTENER NUMBER OR SPACING 6x6x10/10 W.W.F. (3 12d NAILS (TYp) I BRACE O N O.C.
PSWEAR WALL TABLE ON SHEET e� AT)X-BRACING ` BOTTOM CHORD OF�
TOP OR SOLE PLATE TO STUD, !~ND NAIL 16d COMMON 2 4T T19;SIM pxoei. ! ' GABLE END TRUSS (3) 12d NAILS ISOMETRIC VIEW
- STUD TO SOLE PLATE, TOE NAIL 8d .COMMON 4 HOLODONM ,�,�, ftVNNG LATERAL BRACE TO
DOUBLE STUDS, FACE NAIL 14d COMMON 24" O.C. ,_., (a)-ax4 TOP PLATE, GABLE END TRUSS
DOUBLE TOP PLATES, FACE NAIL 10d COMMON 14 5" O.C. •" " �'. . ~: , :y %I ' NOTE: CONT: 2x4xa' SYP -PLATFORM FRAMING-
TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMipN UNBRACED LENGTH OF X-BRACING MAY LATERAL BRAKE o Zy"ac. 2x4 STUDS o 1e" ac. 01 T1&)
•
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE sLae +�'° '�►' -.4,�;r''�;a.+ --* NOT EXCEED EO io .. IF Lp, DOES 2x4 BLOCKING o
4a» O.C.
PLYWOOD & PARTICLEBOARD SHEATHING: s.
(2)-#5 RODS CONT. 1a n. ADDITIONAL sCAB is REQ'D, BES gAgI,E & FIRST TRUSS
I --•*o-• i M LSCELLAN EOU S DETAILS FAR CAS "'I
CLIP !r 48" a a. CLIP MUST
Cr; ROOF - 7/16" OR GREATER $d COMMON 6" O.C. EDGES do PROVIDE A MIN. 40D Lbs OF:SHEAR. ' LOT 5
8" O.C. INTER IN RIOR L 1 H I flflEN f"RA 91S E
. . MEDIATE "� ;;•"'` �" :,�:r '° r •�'�: .:. %p THICKEN SLAB DETAIL PLATFORM
�'CID WALL �• 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & "'
• .'' . : "�• .i.• ;.•- °' P A M FRAMING :H ATLAWTit KEACAA
D�AVvu NuM►b+EQ
12" O.C. INTERMEDIATE -D-etall "C", Jamb strapping, ' GABLE END DRAWN eY
FLOOR -- 3/4" T&G PLYWOOD 8d COMMON 6" O.C. E�GES & (N.T.S.) APPROVED BY:
@ to & Bort; MISC OUNDATION DETAILS _
CR '515 '6N6AR. WegU. " M ' G APPROVED BY: LJG Larder. B
� TA134ES 12 O,C. INTERMEDIATE
%
C P S H b8 Y '# (N.T.S.) �a .� %W gums"
DATE G 9610 n Oa,a*d
Paz AS NOTED 9a ,FC32257 ,Z r t• a :
2 BY UP 80. B10 x I l/a' NINUI�I.iNBEDNENT OR '
3/16'R TAPCH VIA
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Ir Iwt b t `.„,X GLAZING DETAIL t
a w.x r IWt •• 3r tra•
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eco 1�rod.u'ct Ratings
Wective: AU rrh.3,;007
TM t � 1 r�il+Or tr114 S d r a,uaL nA.l �'« L a i rVttC 11NL1 a
• 4 fta6 Mlrt. .ai pres� �\•• q aloA. .�,twa •�'�
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• �� !• ry. ■• P- D aH d, ra is i
M40/50-SH +30 35 53x78
Standard singlehwtg +30 -3S 36x96 ��
p •
r-lI 1- Am w
4.1 .-
M40HP150HP-SH +50 -6053x63 � s �� 0 ;
lUgh performance single hung +50 •55 53x7bf/ g 8 ' 8 .D,• ri
+35 3S 53x96 b
TW-SH +50. 053x78. •• ��» �• w
Tilt sash singlc hung +35' -35
6
53x96 --2 -SNZ lz�z fold
km�
SH +SO -50 44 �:� xffi N "_
53x96 �e 4T: cc tc •,c x x ul cc tr 7c w x 4C cc RG ve c Dc ac cc is rq 79 an at: a ae
Tilt tllei'Tnai break single hung TRIOUTA RY Otani-u ma TRIBUTARY WIDTH - Itcoca 1RlauTATr Olaf" -IHCHEa TRIOUTMY OIaTH- 1.7f.K3 TRIOUTAdr rTOY"-lllms to
Z
d
e d
IVIP`SH +70 -70 53x78 TYPE ANg oll a� rw�wr rm mon r,re A -
Impaet single hung - w
. RWHTA -i-35 -35
r r? iS r
JO ;1C
High performance horizontal slider 127x81 ,cr s m EI y a
ILW XHP -{, r•atlwrcl � �R �E3 1• ro- w �R 4. � ..1
55 -S5 74x51 � � � ;
Extra high perfarma3mmcTa.IloT3wntal stidar +4S -45 112x63 ' 1
M2/3/4/$SCID +35 _3S 4068 panels w, 8� � � 8
Standard sliding,'glass door +30 3l) 3080 panels ,
"Sill TT4113urAnY vYlon4 .. "" w: ,-
M2/3/4/S Hl'SGiD +45 -45 ' �OR c HCidtORTl1 lxXUD" IR 8 A IS
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UM1415)W SCID +55 �55 5080 panels 1'
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$'wlda panels not available in W&S tea► 8 ;
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ^rTJLSY 16"7
VERTICALLY OR HORIZONTALLY. ^ k
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER i
SaAH LOCATIONS AT HEAD, SILL OR JAMES ENDS, arD.hg no.
11'PICAI__MULLIO(� GE BENTS FOR ANCHORS DESCRIPTION SEE SHEETS 3 Sc 4. M02--03
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Revised:04/04/02
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