SEMINOLE 1900 (2) 1 - .
i
i
•� SOUTHERN PINE SPAN TABLES jaw=
DESIGN CRITERIA �1•� ' • '
1 -- rabic 14 20pstlive loid, 15pst duad load, 1 VD4.15 - • • A�t��
IIt Lt E LOADS: 0
I ._.......................
........................... ............. ........_...20 /sQ. ft.
R DOR..................................................................SSSS......._...4of/>q. N. - Afedltu ioebr,rl gn�all telling Snow had
EXIST G; �t R��T L� M r�-rrl+ _Y�, �� 4
I WIND LOADS: -
• 110 mph AtLLNI al•111J�'L.�S ova - E '' I�
e
... w:- pa p EX157' 5E E ;b0f � Fit •.
MWD vELOGrs (PER sec-I!»EDITION)................... ... P �.' 8 Gln Grt1d• l t 0 5
SEISMIC LOAD (PER SBC 159"iEDITION).............. EFFECTIVE PEAK PCCLLERATION, A0<0.05 ib���•�' ?'i�
1 bUA F R•Aly I��'1 �Y G��
EFFECTIVE PEAK VROCITY,Av<0.05 t.Af~ � �" MtM lir Mb1111 6t.1 k1 M•1 61t2 w2 Iwt 6a2 to - .
• - ,.WHIT NNW " �. �W IiIW NMI"" ' .. .....►�... .
GENERAL STRUCTURAL NOTES: _L>( V 1�lSGlp."`µ�'-TJIZ •P►'f. -I'Y�sl
1) If IS THE INTENT OF THE ENGINEER THAT iHr, WORK BE W CONFORMANCE wlTli ALL 12 10.1 10.1 10.0 10.1 10-0 iN 10.0 10.1 14.0 11.11 T iz•I # P♦INT�c?..pLLtM..... • Kco RrflRT(irtib Z-4%11,
}t` REOUwEMENTS OF THE AUTHORITIES HAVING JURISDICTION OYER THS TYPE Of P R( Q{�
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO WEIR WOW( IN CONFORMANCE Z x O /0 11.11 10.1' 11.1 11.1' iH 11.1 11.1 1 13.10 101 a 1 ll)H�p��,°s�mcoA N� 1cArJE
1.-rcN �xIST[
�-•'`
WITH ALL APPLICABLE CODES ANO 1NE1X1LATK1Ns. 21 13-0 i!•0 12.0 12•0 12.0 1t•N. x11.0 tall 10.1 . 0.0 SV7l: t71 �IL• •'
2 THE CONTRACTOR SHAM VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 1! 21.1 !1•! 2a10 21-2- 20•t0 �•0 !0.10 1M1 iM t0.3 .; �, r .�~.�. I1, J C4 S
• To COMMENCING WORK. -
2 X 8 10 10.1 10.3 t0.11 1/•� i8-11 19-4 iW 11.0, 10-0 13•2 � ,�.•
J) CONTRACTOR SHAD. SUPPLY.LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS. •_SSSS i
ANGLES, PLATES, OPENINGS. SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY 24 11.2 10.10 11-4 10.0 10.0 1" 10.0 11.1• 13.0 tat �• ' � ' 1 •'�'I
BE REOLgRED BY ATTACHED DRAWINGS AM TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWKS. 1! 20.0' 2644 !i•0' M-0' 20.0' t10.0 &1 23.10 29.8 it<0 l 1TtPL
4) THESE rOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 2x i0 10 20.0 24.1 24.1 21.3 22.11 22.1 22.1 say 1/•1 13.1 • . •. .• 1 ,• ' , _
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER 24 Otto 21♦ 21.1 10.0 11.0 10-0 10.0 10.10 t".•0 12.0
5) ALL DETAILS AND SECTIONS SHOWN ON THE OPAWINGS ARE INTENDED TO BE TYPICAL AND 10 14.0' 204P. 110.0' u-0' 20.0' !0-0' .!0.0' M-0 20.0' 21.0
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK ]X 1Z �� 21.0' 20.0' M-0' r-0' N•0' M•0' 20.0' tN-2 d•2 114 (?Z21� 4 re �•�� is t�10Tr_
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. .• / • Z PLU�P'��L��r r�Y�Ip �,
_ a1 u•a u•r u•1 na n•4 n�1 21.3 10.0 u•11 10.3. EN �
6)FOR A 2000E SOIL CONDITION PSF 500. BEARING CAPACITY. CONTRACTOR SKILL REPORT ANY DIFFERING K,NED • •••• ~
1
CONDITIONS TO THE DESIGNER PRIOR 10 COM►IEFI(ING WORK. (M lL'T G11 OiKI`J T I�7 r-(d`LO V
7) IT IS THE CONTRACTOR'S SOLE RESPONS181UTY TO DETERMINE ERECTION PROCEDURE AND , l
SEOVENCE TO kISURE THE SAFETY of THE BUILDING AND IT'S COMPONENT PARTS Dl1RRNG M ATc}A Ex(57'C� "r I I I `,J p i T /' IZ•-i i I NS►Jl.M{o IJ ' ;
I P I C �/ _T EV e a D
' ERECTION. 1 1 1 1 1 1 1 1 1 1 F 1 1 1 1 � •� O Y �i
CONSTRUCTION NOTES: Dlrytttp wlllar Ma hrGlni roam dirt/ al eut tlatllld altlt tttNra •ars/126 p•P�� R•�1 GI�I . ; Zx q sTIJ o S a 1 " O•C, 1 P L-r,
GINMCR � , o h C- 'P ) a
1) ALL CAST IN PLACE CONCRETE (EXCEPT SLUT ON GRADE) 91ALL HAVE A MW. OF 3000 PSI 81:e 8 p .
CoMPRESSr,'E STRENGTH AT 28 DAYS. SIABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE pacln Grad*
40 IDS 19 16 as4 •I @. FL.um5r
2) FOOTINGS s11Alt BEAR BELOW DtSTl1RBE0 t uRG+VNIC i0L AND UPON EITHER THE SURFxxAt SOL OR UPON Flw. ww 6... tlllll ww,.. w t w t R t w t w t w t il.4 Mrdr1 -
STRUCTURAL, FILL COMPACTED TO A DENSITY OF AT LEAST 95%FOOT ST ft.)
PROCTOR VAXLIUMQOM OF THE FOOLING4"11110, 6" �,L�•-�+ 1. 71 Ii
DRY DENSTTY (ASTM D1557) FOR A DEPTH Cf T LEAST ( ) IN � IIIA ti O..�I �'�"" 6i» ITrAA+. N) L' " R.•� I I II-►'SVA. Ips
SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS. 13 0,0 TpQ4� 11(p1�3Z0' j/LM GYP. t�oARD r '
3) BEARING MATERAII THE FOOTINGS 1 10.3 10.0 10.3 10-0 0.10 /04 0.10 0-0 0.2 1-0 Yj /
VMICH WILL REQUIRED PROPER COMPACTION, OR W COMPACTED STRUCTURAL FILL THE BEARING \ ,
-':VEL SOILS, AFTER COMPACTION. SHOULD EXHIBIT DENSITIES EQUAL TO 95%OF THE MODIFIED 1 X 4 10 0.0 0.4 0.1 0.1 0.1 L11 0•t 0.11 2.7 T•1 i-1 ��1+ ��L� '� C� /�� • �/Z11 �Qj R A,�� @ 3 Z, 11,Q,G, 1•l A�cl
PROCTOR MAXIMUM DRY DENSITY(ASTM 01537) !1 W 0-1 3-0 0.1 0-0 1.10 N 1•1 14 J<•3 1.11
• CD � f�1Li Z�4I} Sot,tse F.-r. t Z>�(. 46 N01 mp1 r 9
41 REINFORCING STEEL SINN! BE ASTM A-615 GRADE t30 STEEL CONFORMING TO AID 301. �NAdg �At:l. 2 d _
164 14.1 12.1
ACT 315, ACI 318 AND CRSI MANUAL Of STANDARD PRACTICE LATEST EDITIONS. Q X e 10 1~i 11.1 11.0 11.1 11.1 1 H 11.4 13.3 12.11 10 0 r '� N I �-��(Z• 3 ; !i
5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL II FOOTINGS SMALL BE A D -/(, M �/1LRTv RE
LAP SPLICED A MIN. of 36 BAR DIAMETERS OR 24', m cHEvER IS GREATER UNLESS 24 13-0 12.3 12.6 12.0 12♦ 12.0 11.10 11.0 10.0 0.1 B �p(,L o.Q. .�.r ��1 N
OTHERWISE NOTED. 12 21.1 2{•2 20.10 1i•2 110.10 20.0 10.10 !0•t 10.2 10-: �tND
_ . .. Q FLT , 1 V 6 G N'> 4 S LA S-
6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. WIN FOR REINFORCEMENT. 2 X 8 10
FOOTINGS (TO MAIN REINFORCEMENT)....................3 inehca 1!•1 10.3 10.11 10.3 10.11 10.0 10.0 11.0 10.1 13.3
CENTERED _ 1
SLAB ON GRADE......................-.........._................... 24 11.2 10.10 144 10-0 10.11 1&1 10.4 ��-,}
.11.2 13.1 10.10 -t1L ,.,'�_ •1
7) IIOMtII0N1AL BEAM AND FOOTING BARS SHAILL BE 6ENr 1'-0'AROUND CORNERS OR 1s 20.0• 30 0• 110.0' 20-0' !s•0• t:•1 !!•7 !1-0 27.0 111-t �i 'f'3 `r1-+\�- 1 - - �"(/ )T� 1r()�' $ '
CORNER BARS WiTH 2'-0' LAP SMALL BE PROVIDED. Z X 1)0 I'L�' 117.
10 2" 24.7 24.1 !4-i 2.1•! 22•! 22.2 20-0 1►-0 tt.t_ -I i I 1 i'� 1►l �1; 1�F= 11
6) CONTRACTOR SHALL PROVIDE $PACERS, ctWRS, tTOl57ER5. ETC. NECESSARY TO SUPPORT 24 21.10 2t•6 !1.1 1♦11 10-11 10.1 10.1 1T♦ 16-1 12.10 ' �,��•!:_ y`• '� � �-�� 1 I I
REINFORCING STEEL. SUPPOITT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES
SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL :
( SCHEDULE 'B' - MISCELLANEOUS FASTENING SCHEDULE 'L- .:L•'riZ1?Iq�1 DIl.t.,C-iYQ� •_1..,.•
9) ALL REINFORCING DETAILS SNAl1 CONFORM TO MANUAL OF STANDARD PRACTICE FOR L 1
- s, ,
DEtA1LtNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION. UNLESS DETAILED :UNNECTION 11 1
FASTENER NUMBER OR SPACING . . , `,
OTHERWISE ON THE STRUCTURAL DRAWINGS. M•U 1. (�(�� y ER I �Y 1.�)
10 ALL CONCRETE WORK SMWJ BE IN ACCORDANCE WITH 'RHE BUILDING CODE REO'1'RET/EHTS TOP OR SOLE PLATE TO SCUD. END NAL 16d COMMON SCHEDULE D
CR CONCRETE' ACI 316 LATEST EDITION, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE STUD TO SOLE PLATE, i0E NAL COMYOH 2 FRWWC SOMLE FOR OPEN NCS SHALL ITE AS f ours •4 i: Ct Y 1O FT•-7. / J •] I
FIXI ALL LOAD BENW WALL -. SZ O[7ry
FOR BUILDINGS* A;1 301. DOUBLE STUDS. FACE NAIL 10d COMMON 1 (EXCEPT AS OTHERWISE NOTED ON THE D!v1WtNGi) S �'� -' I
`
DOUBLE TOP PLATES. FACE NAIL 1Od COMMON 25, O.C. OPENING WIDTH iN FEET r • T I,• I I
TOP PLATES. LAP ANO IFTERSECTIONS FACE ANAL 10'O.C. �
MA ONRY CONTINUOUS HEADER. TWO PIECES - 2-16d OR 3-10d COMMON - '----- I
_. 16d COMMON 16' O.C. ALONG EA. EDGE TO 3'-0' 3'-1' : G'-0' U 10'-0' '� ,]
1) CONC-ETE MASDNrh UMTS SHALL BE ASTM C90-7S. HOLLOW LOAD-BEARING CONCRETE I.I1II `iiI 1
!:AS:XUhY UNITS, TYFE 1, GRADE N-1, NORMAL WEIGHT. WITH A LIN. COMPRESSIVE STRENGTH PLYW000 4 PARTQ1BOARR0 SHEATHNC: lkITEl * (3)-2:6't (3}_3; 7• r �_ •p •• �/
h�
OF 2000 PSI ( I :n • 1500 PSI }. ROOF - 7/16' OR GREATER ----- yWB
6d COMYON 6' O.C. EDGES t UK IN rel S'tAS DX OIE SAYE CZE 'SE U N TtAll W";Cojr Wn • �j
AR 514`Ll CONFORM TO !;>TM c270 ANO DE OF TAPE M CR 5. - 6' O.C. INTERMEDIATE #� 11
2) 11CRi I WALL 7/16. OR GREATER 6d COMI" TWO (2) PLATES WITH A 1/2'PLYWOOD FILLER MAY BE USED INSTEAD OF �O
6' O.0 EDGES r DIE THREE 3 PLATES MENTIONED ABODE.
3) ,; :;�;.:;'.i MASOu:' '5;?.IS REINFORCEMENT SHALL BE GA1VA\iZEO 1FUSS-T(PE WITH 12' O.C. INTERMEDIATE
**� i
W 6 in. LAP AT ALL :PL;CES AND PLACED AT WRY OTHER DLOCK COURSE. MAX. 16 in. O.C.. FLOOR - 3/4' TAG FLYWOW 6d COMMON 6' O.C. EDGES 4; STUDS SHALL BE cONrow 1s FROM 1J? PLATES TO SOLE PLATES. � r �
12' O.C. INTERMEDIATE I I G �J To R•
_....un�...�.�...i.�.. -- _ it
=iila IMGs SCHEDULE 'C'«## I �j. r•1 '--
USE PRODUCT CODE • ROOF TRUSS !I -
- RIM JOIST GR BEAU I RECOMMENDED STUD SIZES ANO ;PACa+G { I
J- ( I•
TOP PLATES TPP 1, WALL PLATE HEIGHT STUD CZE SPtCI1G
seuco NAILED
l --- __.-•=_ - _( (Il)-Ata �oMMON NAIL
s --___� 6'-0• THRU 9'-10• 2,4 IF• 1' I 'v
10'•-0' THRU J4'-0' 2.6 16'
j -SISI' -
14'-1' THRU 18'-6' 2■8 16' _ w �;(I�.s(zS - i-•�
--�! est 2xy J x
r I
(�) CONikNUOUS STUDS 19'-0' iTNRU 22'-0' 2,<6
115E PRGTOUCT CODE RiPC-1ti76, i
'SEUCO'. TIE , 2at0 12* I I; r•� :
I`111XX1C 1 COM IPP 4, PRODUCT CODE TPP 4, 4## --' I' tY• .O': _I I
t SE]ACO' STRAP THE PLATE HEIGHT REPRESENTS THE VERTICALNAILEC) , y. •w'I +'
4:IIf.O' {ILII 1
LE14GTH OF THE STUD.
HITT* W/ (W).11.I COM'AON NAILS-8d ;NQ�=.COtM!IOUSNBRACE CAPABLE Of TRANS'FERINC "�L��- I� � ��},j!" ~ /W I L j �`V (tet I%
�'I /W.1 IIA.; LATERAL GOADS TO SHEAR WALLS DOES EXIST. Q p Z�( ���' tU�
POST STRAPPING O TOP STRAPPING Q TOP THEN THE SCHEDULE SHOWN ABOVE DOES Nor V I
'. (N.T.S.) (N T.S.T I APPLY.
-PRODUCT CODERTPGA836 LX1S� `� "O•t ' 1 L i I � �•'�1,��I•I �-�1�.
1 . SEMC:O' STRAP '+'!'.'
USE PRODUCT CODE J,, (, I'rt-I o j•L , , r , t
'�S - h I• 1{1
6'K 6' OR 4',I 4' POST ?SEMCO', NAILED W (Y1gCd. �•� \' Npv v it
R'"Cu* F.11NE M I• ,,. / /`)l o y t" j 11
USE PRODUCT CODE PAPGA ':J.ucu' ,nlu• (E)-ad COMMON NAILS - /. L
COMua1 NAIs 1 L� a .0 rL 1
�- in
UA1Ll 6' INTO CONCFEIE •• C)1 ^� -- f
�. E n L m I•
P 5 STRAPPING O BOTTOM
•���_ - •.. 'SSS S' SUPPORT GIRDER !
(N.T.S.) ANCHORAGE TO SLAB O BOTIOM _ _ c.
. .
1N T.sJ EXTEMRIOR WALL OPENINGS K ----- - - -
EXTERIOR WALL OPENINGS - - 1^`
-POST STRAPPING• sTAAPPINO O TOP II BOTTOM EXCEPT AT _ STRAPPING O TOP do BOTTOM - j a _ L
POST STRAPPING C CNT.OM '" ( I '
TOP & BOTTOM =� TOP ac BOTTOM `�1�Q%;L,StL'A: got 6� `L A�•�S 1�t�oi o � ' •LV.,, .
iN1.1.F . �1<� _•
' �� 'J
cN.T.sa I f_;����. to c���- vlt��.� C�- »„rrr�':'r►k"�rD!
WOOD•FRAMING
• I 11a6,Ao/'to w.rrF. 1-i 12
_ LITFI.'l1VN1_-_..._SSSS
1) ALL WOOD FRAMING SHALL BE SYP 12 NNO INSTALLED PER RITC AND TPI AND NATIONAL ( L
ocsIcN SPECIFICATION,; FOR WOOD calsrTl>cTKON. ,� `•.,_;. _ � '
..
2) ALL STRUCTURAL WOOD MEMBERS SKILL HAVE THE FOLLOWING MIN. DESIGN VALINES: i ✓ (�>w RM CONI
• SAWN LUMBER LAM. VENEER LUMBER
FD : 1120 PSI_ Fp 2.500 PSI .•/ I t' c (�
Fet 565� Ev
116"008 PSI b. INTERIOR STEP,,D"4 DETAIL T� . S e'L N G' 1 tAT<•'
Fc . 1,455 PSI (2)-#4 CONT. HOOKED --- - ------ -_ -- 1 .� -'•-- ---
(_ _•-_-- __..__ - :.. nut "r�
E 1.1300.000 PSI / (OSS) BETTER. 1�- :i: TIED CORNERS' I F 1tlAlt to
am 1%1/2'1 DG.IN 15 IV",7._'C ,C:L;} t�C�x�(/L A, !".F..
1
' j.
' 3) ROOF k WALL SFNEAi1�INC SHALL tX 7/16- ORIENTAL STRAND BOARDS OSB OR � 21N STUDS PENETRAT'!IO AT!CAST 6'INTO
SPMA RATED AS SELDOM ON THE DRAWINGS. II •16' O.C. C:XICRETE. SPAC M SHALL BE
4) ALL WOOD MEMBERS EXPOSED TO WEADIER OR IN CONTACTED WITH iYISONRY, iE. t'-12`-�1 I 0 We• O.C.
OR SOL SMALL BE PRESSURE-TREATED. I GAKI0/10 LKW,F. J �t� - 1 I �, �••-
TURrr DOWN sLAs DETAIL L A, ;tiT - .►1ri1,T
5) CONTRACTOR SHALT PROTIDE ALL FASTENING DEVICES NECESSARY AND SATED FOR EACH I `� ••"•�� * f� fl)
• 7
APPUG�. FASTENING SUBJECT TO MOISTURE SF1N1 BE HOT-DIPPED CALVANNIZEO TO ASTM I y • __ • �,�T �,� - .---•...
6) ALL METAL CONNECTIONS NO FABRICATIONS SHALL COMPLY WiTH ki.s.c. SPECIE PONS. i s w•j �' 1• 3�% Il�'_• _�•
FASTENING SUBJECT TO MOISTURE SMALL BE H01-DIPPED GALVANIZED TO ASTM A-153-60. (=?-N KOOS CONT. �V `. •i FOUNDATION DETAILS
-
c •' r/J'
7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. MISC.
~ aT s t NTERICR 7HIdcETI SLAB DETAIL �•! a p u H u t�T r
8) GRADE Of LUMBER TO BE USED FOR THE FABRICU1pN Of STUD WALLS MAY BE SPF 12 .
INSTEAD 1)i SYP 12. ����"..�: y
F r 7.
��ItI11/'tMWiriMl_ ._..-_SSSS..--•••- •,.