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FIRE SAFETY REQUIREMENTS
i A'JpKE55 NWBERS TO 6E P4S:1J - BEFORE GONSTr21iG'iON 6EG'��NS 'EMPORACY 02 PERMM�EIv?
ADpRE55 NUM6ER5 SHALL B� P05TED PERMANENT A�JRE55 NUM0ER5 9HALi BE POS?ED �'RiOR OT
REGUEST F04 A FMAL MS�G"Uh A�� h77� SS NUM9ET25 i?ERM4NE�T'JF'EMP'JRA4vi �-�.. B=
P�TED �r'r+E PROP[RTY SG AS �-C BE G�EAF�" J:S;B� FRO^' �.IE RGIv' Wi!ERE �/�S;B'�.��„ ::ANNJ'
BE PRO'JIDE:. A POST OR S.GN BEARIN6 �HE h'JDRESS NUMBEfLS S�+ALL BE 5ET AD..K.ENT T'T THE
71'2.lEYL4" ,xt AGiES`� 2vM i'J �HE �2�PFR�' 4�p2S� 4�Mp�RS P6T.��. SH.L_ 6= �AKN3�_. (:_'.
E:G.) NO" ..20MAN" (�� JI. %, ET.:.J OR W2!T'EN OU� Iv WpRpr (TH!2TEEN. SEJEN'Y �iX. E'G J ADORESS
4JMBERS POSTED SNAL� BG A MINIMUM N�MBER MEi6Hr OF 3 iNCME^.. %�K.H ✓vDE 5�ROi� !v+'J
C.C.hTR�.�rl!M6 WITH THE BAGKGRGUNO GOL025 OP TME SIGN. NOTE: IF NMBERS ARE Np� POS`ED.
BUI�DING.'FIRE INSPEGTOR� NtlL:. NOT GRMiT A FMAL MSPEGTIOIJ.
-. 2GrJF�NG - GLA55 "A' REC211Rm - R�F GON57RUGTION SHALL BE .�.LA55 'A' 6l�ILP1P A5 DEFINED BY
U4IFORM BJiLDI4G GODE STANDARD 15-�. EFFEG?iVE JMUARY 1. '.ai'!. BY 5'ATE LAYV. ARFJv NUh11N
�/ERY HIGH FIRE HAZ4RD 5EVF72!tt 7ANE5. ROOF GONS?Rl1GTION SHALL BE GiA55 "A" BUiLWP THIS
RECi/IREMFIJT SHhLL APPLY �O ALL NEW GOPI5TRUGTION At+D WMEM 50 PERCE�I? OR MORE OF AN
EXI5TTIG ROOF IS REP_AGEC YUTHIN A ONp- TEAR PERIOC. FjCCjPTiON: GARMEL JALLF' FIRE ^5?RIGT
REQJIRES G � "�" ROOF LONSTR:IGTIOIJ pN NF1^/ RESIDENGES. Eh15?MG RE�ICENGES NWEN �5 PERGEh�
OR MORE OF AN EXSTING RQOF IS REPLiGED ✓Vi MI4 A GfiE-"EAR PERIOL NJD E%5T�4G RES�DE'+GES
YW1EN AN ADDITION OF 35 PERGENT OR MORE OF THE FLOOR AREA IS MADE
3. GLEAR VEGE?A?ION - ALL FLAMMAB�E VEGETA?ION OR OTHER �MBUSTPBLE SROWTH SNFu.L AT ALl_
TIMES MA'�NTAM GLEAR D15'ANGE OF NO' LE55 �HAN 3p FEET ON EAG1a SDE FROM 5'WGTURES OR
61:'LDINGS. THIS SHkL NO' APPLY TO 52JGLE 5?6:lMENS OF'RECS, ORN4MENTAL SNRUBBERY OR
SIM�LAR P'_ANTS'JSF17 AS GR'JUND CO�/ERS. PROJIDED THAT THEY DO NOT FORM A MEr�NS OF RAPID'.�'
'ftA�SM;^�4v FIRE �ROM T.:c_ ryq-�.JE SGpW:'H 'O MY 5'RUGNRE. A�D,"'�OtiAL F�..i` �RC'EGT'�Oh 'J�
F�.REgREqK MqY 6E RE.2IRED WHEM1, BEulWSE OF E%'R4 NAZP32DOJ5.�,OND��IONS A FIR�RFAK JF
,�N�Y 30 �E� ARGJN� SVGr+ 4 5'R;iC.: JRE 5 NO� SUFFi :,EN.` `G P20JiaE ftEASON?5.� FR� SAFE"�'
Fly✓!Rq�iMEHTALi'/ 5EN5f'!'�E 4REA5 "-!AY RE(7U�RE AL?ERNAT�VE F-�RE P20TEGTiON Tp 0E DE�RMMEG
�Y TIiE FIRE GNIE� AND DIREG�.`OR.7P PLANNIti6 AND BL�����ING
a �GGE55 a2'JF1^ta"5 - GENE�1� - 4�.�E55 DRNE✓'WYS 5�+/��� BE 4i.�-1NE4?HER a2 vitiG SURFPGE
::APPBW ✓� SUP�`,ift'NG "RE 4oP.iR4-'JS ;^� �J`iSi NC' �r� �r�AN :: FTr.= ;:F Jh'v'95TK1.:T.: IN��"�
4 M',NIMIiM pF i3'-6" OR IS'-.^.' �/ERT'�.:AL GiE4RANGE. AIJ✓^ A MM14U!N +5 PERf.ENT uRADE. �
'�''R JEYv. t5 AND 4GGE55 :L:A:J:' M4�: 1G A���_:�E 'JF B TRGE\` OR �t.JZ `.t-IE F'N'iw S�RVA-;E SMa"
BE .l�G ?4 /EMEtiT OR (.OM1G� iE E+�:EPTION- NA1E?a 5U:_�:tiGS A.2'. PRO'E.:'ED S" 4h 4PP4JJED
a�i;TOMA�G FIRE SPRMKLER S"STEM �1E PRWSTiONS OF rH15 SEG iON HA� Bc MO^r:=1EC. S�1BJEv� TC
-Hc APPRa//� �'..'F ?�.c �P: L JJRISGw.TiON
NOTES
u.i4MUN �rJNGRE c COMPR'_'%I'JE 5'R�Nu'I' 4- 2?. nA�S SHAL�� BE � r-,O_ a
' '4_�.--�,ci��:� - _5- _ - _"- . -.. ' _ .�' -cn:_ -
F 4NS �`JR!wa-�JN> 5n4i_ S: '� Y:..:0�4h�� W:�� �5.�•• .+.�3:J� /�E_T� ✓v�4-_ =tSF�.: M1:=�=4_,'
vViR: �ABrc�.'., SIirL� G:JNFGT2Y T'J A 5� M A= °✓'-�
3. �JMBEF �FEG�ES AND GRADL SHA� GONFORM TG THE F;���ry.T6 �.O � MrU'N�M MOIS'JRE :.ON�EM1T
OF WMBETz SHALL BE 199E. ALL DqJGLAS F�R WMBER WFIIGH IS E+(PO''.�ED TO NE.hTYER SHAL',. BE PREf�VRE
'REATED Ai_:. GRA��tiG SMA:L GONFORF!A T� "HE R;i�ES AND REuU:1.TKN+5 v�' THE W W.P . R.4 6 A.?.A.
P�YVY�pp SHAL� BE ^✓.F, G.'JNFORMMG TO V5. PRO•" T STANDA •' � P5 +'> WiTH EkTPRIOR GWE. G:L40E
STAMPED A P A. SEE FRAMMG PLANS FOR ADDiTIONAl REQUIREMENTS.
a YJ.LL GJNS'12UGTION SNA�L GOMPLY 1^4TH C,BC. TABi.E 23-N-6.
5 Y�.!LIN6 Tq BE IN :AMPLIANGE WITH GBG TPBLE 73-II$-'
b. .�LL 5MK FA�GETS SV1A'..� NP:JE A MAX F�pW RATp pF 3.� :� P.M
.. I�'_ SHGNER HEnLJ� SHAL� MAJE A v0.�t FLqti RA'F. OP .�..5 G.� N
� .�_ MAh�,-h:TJRE2J' MSTAL�ATIDN 6U!'.JES �O EE �C✓..^.EG TJ '.tiS�E�;".� A' `�NE ,J� FIEu7 INSPEGTION.
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OWNERSHIP NOTES
� '�:.F I�ND N1'.�.OP�R0.'aH^ PR'Y:.EGES TO TME:k DRP.YYN65 ANp SPEG'FIGe.'KNiS ARE G:TiMm BY TH[ CF IGNER
VI�IA:. GGNiAGT IVTM THESE �RnYiNGS PNp SPELIf'�GnT'ON SNALL .�.ONS"��.N'E PiWMA FAGIE E�IDENGE O%'.I:E
?GGE?iANGE OF THESE OrNER'�IP RIGHTS NiD THE FOLiOYW�G RELATkD RE3iR4',TIONS
] THE JSE OF ?HESE OW�YIN65 AND SPEGFIG.TiON5 SNNi BE SOLEL'r RES'RiG?ED *O `l+E OR�iMhL SfiL F;JRYWK.N *HEY
Y�ERL RZEPs.RFD ANC TH[ DESGNER HEREBY 5?ATES THAT THE„ ARE NO� N+TENNpm FOFc NGR �TABLY E!vGMEER[D FOR
ANY OTH[R ViL REPRODUGTA�NS OF TiESE DOGiMENT5 IF THEREFORE E`�RE`S�L" LIMf`EC'O THSIM1I"pi.,��EG USE
3. THE DFSK N� DISGLAiMS ALL RLSPGNSIB:L:tt IF THESE DRPYH:65 AND SPEGFIGA'tONS ARE V`�ED. IN YMOLE OR in F.�RT
wl'HdJT PFIOR YRfi fEN PERFt15510N, YW E'HER OR NOi nnODlFim BY OTHERS FOR ANOiHEft SILE.
4 iN'NE EVENi OF JIv.W'NORiIEC JyE BY ANv �HH2D P,aRT�Y OF THESE DRAYa�NGS nNp SPEGIFI.:/.rION3 THE GL�ENT FOR YWIG�
Tw5 W7RK YV5 ORIG�N.4LLY PRE ARED NEF�Y A6REE5'O HOLC HARM �Y� INO=MIr!F" MI✓ LJEF@!p T4E DESIbNER
FROM PNY �AIMS AR!51NG FfiOM LPoILTMOR��C IY-:£.
GENERALNOTES
. �p.TR4„?pR ;.iGET;SE TNE GONTRT4TOR;5; PERFJRMiNG �NE Yl7R�c DESGRI6ED B+ �NESE RlN:�
AN^v SPEGi�✓}�iLNS SNPL� BE PR.]PERLY AND GURRENTL" LIGEN'� DURhG �HE E�ClJiIDN OF TNE
PROJEGT PND SHAi1 NQ' PERFORM Y�IORK C4?51DE T11E .iGO.� � IrE OF A4Y LIGENSE
3 SGO?E '�E �:c�'ti'R4:.TR �aL_ ua+?lrJE .w0 P4r rp�t n_��_ �-D� r+.�.'E41A�S �J.7_5
=�3U�RMG�' µ.'� MAGMWGR+ TaANSFCXtTAT'�,.n' YV.iER ME4' C: �:%'RG4. '£iGPHONE 4ND ANY
�TMER NE�4+EC !TEMS NEGEY-�ARY F,J4 TwE PRO%92 E�C 'TK/+ wC ��ML� :.OMR.FKJN OF *r�E
r�K
3 O,.A_�N Gt.'WTWJL i' S�HE E Ff �..Nr�?lTION O"NESE �LANS 4ND SPEGI���ATIONS i0 RE'.,)JIRE
I, nK�., �.M%:.ri.-. J� i�'Jrz ". ,'�C.�Ch.JS .1� �..�'F:.;'�fi 4h. p.Jfv'�Jl. J� �HE
D�.'GUMEN`"o-TIpN HERE�N 5 NG. Si�T yu H THS .NE �LIGNER SiiAu BE HGT!FIEC RtiOR TJ
E�E'WTING �HE IVOftr, AN� Ai..OYEC RE+��T. �' ME '.� FF1' NE:E_fiARr
a rvnRANrl. r�aE coln�wcrae vt.xwd+Ts ro rHe awEa -Hc- ALL HnTEa✓�5 hr:D eauwMEr:-
FURN�SHED UNDER TNIS GONTRPLT YLLL BE �+EW VNLES� OTHERNY.£ 3PELIFIED PND THTT ALL WiRR
VtLL 6E OF GQ7D LIJALITY. FREE FRqN FN1LT5 hlm DEFE,:?5. h`ID M LONFORM/WCG WTH TME
;,ONTRILT pRAYNN65 AND 5%'ECiFiGATIONS.
_ PERMiTS VNLE550THERYM��E w5'RJGTTD,'HE OW�ER 5H.4L PAY /.�L PEW-!IT FEE� MGLDW6
J":L'TiU �ME GONTRALrpR SHn�.y. SFGUFE 'HE d1�1�iNb PERMR M1D MI'V OTHEft PERMRS PRIOR rp
STPRTM6 ?HE Y'URK ANp Gq�?LY WTN a�� mSPELTiON REGVIREMp1T5 THRGVGN FMAL 51GN-0FF.
b. :EChLMOTK.ES/GC�JE „CTAP�iPNGE. THE G�N'lRX:TOR SHFL.. GNE rW. Np�'IGFS ANO COMPLr YfiH
ALL L4YG. ORDMPNGES &1:LCNG GODES Ri:'..ES RECx�:ATIGNS hVD OTHLR WYFU� JRDCRS OF M'v
PJBLIG INHGRItt BEARMG ON'HE PERFORMFNGE OF THE Y�7R�t. THE CANTR/�L'OR SHN.L
PROMPTLY NO?IFY THE DESIGNER W NRTMu �F ?HE DRhY1P:G5 <J:�/q2 SPEGFK.A'lONS AFE A?
JNiUWG[ WTH AN'/ SUGI: REGUIREM:NTS.
1. R��+PONSIB'�'Y THE GON'RaG�OR SHI.�� BF SO��r RFSPOHS:BLE FJR A1 C.ONS"21GTi01: w�G4N5
'-!E'µ'JDr TE�:H�+K?JCS SEQIEN�:ES AH� tGYj_:JUR:S SEI.EG'FD TO E`cE.:JTT_ iHE YY�2e '
'w 'RALT.JR ��.IA�_ G�CJR.7rc+/�r_ h.L P^Rr�rONS 7` YtlRR YETr+xJ iHE ��OPE O� r�+E i...'TI'R,:�'
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�RN.SmG ApE��. U<r� iN WS+AY STAND/RD SAFE+v PREGW T'�ONS ANO PRGr R.�MS w GON4fS'ION
vH*H THIS vtlRK
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',S IAY:Ef l:.'TMORIgD BY THE DIREG�OR OF PLWNWG ANp 9UILDM6 MSPEGTIOI:.
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VICINITY MAP
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SHEETINDEX
AJ.1 GOVER SHEET
A1.1 SITE PLAN
A�.i EXISTIN6 FIRST 6 SEGOND FLOOR Pif+NS
A22 FIRST S SEGOND FLOOR PLAN5
A29 ROOF PLAN
A3.1 EXISTING EXTERIOR EiEVATIONS
A3.� EXTERIOR ELEVATIONS
A3.3 SEGTIONS
A3.4 GARAGE PLAN II DEfAiLS
A3.5 INTERIOR ELEVATIONS
5-1 GENERAL NOTES
5-2 FOUNDATION PLAN
5-9 SEGOND FL002 AND ROOF FRAMING PLAN
S-4 DETAILS
5-5 DETRILS
Ei.^✓ Li6NTING AND POWC-R PLAN
PROJECT DATA
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OINNER�. - - - -- --- ------- MR. MIKE GINN
151"f Gl'PRE55 AVENUE
BURLINGAME, GA 940'.O
ARGHITEGT. ---- �-- HOLDREN-LIETZKE ARGHITEGTURE
494 ALVARADO STREL� SUITE E
MONTEREY, GA 93940
PH: (831j 649-6001
FAX: (837) 649-6003
GONTAGT- GRAIu HOLDREN
ARGHITEGT�.
PROJEGT LOGATION:
APN.: -_
- - - : JTAKE UYEDA
2600 G%+RDEN RC 51:�'E 305
MONT�REY GP ?3940
N �v� . .. �.v
- - 1511 G?'PRE55 AVENUE
BURLIN6AME, GA 94010
- 028-901-280
EXISTING FLOOR AREAS:
FIRST FLOOR: ------� 1658 5 F. IGR0551
SEGOND FLOOR: 518 5 f. (GR055;
GARAGE: -- 246 5 f. (6R055)
PROPOSEfl FLOOR AREA5:
F!R5T FLOOR: -- -- -
SEGOND FLOOR REMODEL-. 1658 5.f. (6R0551
SEGOND FLOOR ADDITION: 515 5 f. lGR055)
SEGOND FLOOR: 99 5.f (6R055)
GARAGE: --� 614 5 f. (GRO55)
26'f 5.E (GRO55)
PROJEGT SUMMN2Y: -�
OGGUPANGY 6ROUP:
TYPE OF GONSTRUGT{ON:
PF, LOT AREA:
GODE EDITIONS: - --
NOTE: NO TREES TO BE REMOVED
REMODEi AND 99 5 F ADDITION
TO AN E7(ISTING 21'78 S.F.
RESIDENGE AND 246 S.F. GARAC E
RE5IDENGE: R-3
GARAGE: U-1
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5�64.4 S.F.
�001 GA - BLDG., MEGH.,
PWMBING, ELEGTRIGAL, GFG, AND
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Mr45TER BED ROOM
GENERAL
n. BUILDiNG CODES: ALL CONSTRUCTION SHALL MEEf THE
RE�UIREMENTS OF THE CAIIFORNIA BUILDING CODE (C.B.C.) ,
2001 EDITION AND ANY AMENDMENTS OF PRESIDING CIN
OR COUNTY.
B. SIMILAR CONDITIONS: CONDITIONS NOT SPECIFICALIY
DETAILED SHALL BE BUILT TO CONFORM WITH SIMILAR
CONSTRUCTION.
C. DISCREPANCIES: THE CONTRACTOR SHALL VERIfY ALL
DIMENSIONS, ELEVATIONS, MATERIALS AND CONDITIONS
PRIOR TO STARTING CONSTRUCTION. lJJY DISCREPANCIES
SHALL BE REPORTED TO THE ARCHITECT IN WRITING PRIOR
i0 ORDERING MATERIAIS AND STARTING CONSTRUC-ION,
D. SHOP DRAWINGS: PRIOR TO FABRICATION, THE CONTR4CTOR
SHALL SJBMR i0 THE ARCHITECT FOR APPROVAL SHOP
DRAWINGS FOR ALL STRUCTURAL STEEL, REINFORCING
STEEL, GLUE LAMINATED BEAMS AND PREFABRiCATED
TRUSSES. SHOP DR4WINGS ARE NOT CHANGE CRDERS, BUT
RATHER SERVE TO DEMONSTRATE TO THE ENGINEE� THAT
THE CONTRACTOR UNDERSTANDS THE REQUIREMENTS
AND DESIGN CONCEPTS OF THE P�N, DEfAILS AND
SPECIFlCATIONS.
E. CHANGE ORDERS: AlL CHANGE ORDERS SHALL 3E IN WRRING
FORM AND REOUIRE ARCHITECTS SIGNATURE PRIOP. TO ANY WORK.
NO VER�AL CHANGE ORDERS SHALL BECOME LEGAL AND BINDING.
F. CONSTRUCTION, BRACING & SHORWG THE CONiR4CTOR
SHALL BE SOLELY RESPONSIBLE FOR ALL BRACING AND
SHORING REOUIRED DURING CONSTRUCTION UNTIL ALL
CONSTRJCT!ON IS COMPLEfE.
G. SAFETY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
FOR SAFEfY ON THE JOBSITE AND ADHERE TO ALL FEDERAL,
LOCAL, STATE AND O.S.H.A. SAFE?Y REGULATIONS.
TIMBER
I. MATERIALS
A. GRADING: ALL LUMBER SHALL CONPORM TO THE
FOLLOH'ING 'ABLE UNLE55 0'HERWISE h0'ED Ok
PLANS. MAXIMUM MOiSTURE CONTENT OF LUMBER
SHALL BE 199.. ALL DOUGIAS FIR LUMBER WHICN IS
EXPOSED TC WEATHER SHALL 8E PRESSURE-iREATED.
ALL GRADING SHALL CONFORM TO THE RULES AND
REGULATIONS OP W.W.P.A. & R.A. k A.P.A.
B. PLYWOOD: PLYWOOD SHALL BE D.F. CONFORMING TO
U.S. P�ODUCT STANCARDS PS 1-74 WITH EXTERIOR GLUE,
GR4DE STAMPED A.P.A. SEE FRAMING PLANS FOR
ADDITIONAL SPECIFICATIONS.
C. NAILS: NNLS SHALL BE COMMON WIRE NAILS. NALS
EXPOSED TO iHE WEATHER SHALL BE GAI.VANIZED.
ALL NAILING SHALL CONFORM TO THE FOLLOWING
TABLE: (NAIL!NG TO BE IN COMPLIANCE W/ UBC TABLE 23-II-8-1)
CONNECTION NAILING
7. JOIST TO STILL OF GIROER, TOENAIL .................................... 3- 8d
2. BRIDGING TO JOIST, TOENAIL EACH ENC .............................. 2- 8d
3. 1X6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL........ 2- 8d
4. WIDER THAN iX6........._ .........................._......._.................. 3- 8d
5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND k FACENAIL.... 2- 16d
6. SOLE PL4TE TO JC�IST OR BLOCKING, FACE NAIL._............ 16d O 16" QC.
7. TOP PLATE TO STUD, END NAIL ...........................................2 - 16d
8. STUD TO SOLE PLATE ............................................................ 4-8d TN OR 2- 16d
END NAIL
9. DOUBLE STUDS, FACE NAIL ................._......,._.................... 16d O 24" O.C.
10. DOUBLE TOP PLATES, FACE NAIL ........................................ t6d O 16" O.C.
i'. TOP FLATES, INTERSECTIONS, FACE NNL ...........................2 -!6d
12. CONPNUOUS HEADER, `:WO PIECES, FACE NAIL ............... 16d 0 i6" O.C.
?OP h BOTTOM
!3. CEILING JOIST TO PL4TE. ?OENAIL ..................................... 3- Bd
14. CONTINUOUS HEADER TO STUD, TOENAIL............__...._. 4- Sd
15. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NNL........ 3- l6d
'.E. CEIL!NG JO!STS T^ PARALLEL RAFTERS, =ACE NAIL__...... 3- l6tl
'7. RAF'ER TO PLP.TE. TOENAIL ................................................. 3- Bd
1b. 1X - BRACE TO EACH STUD AND PLATE, FACE NNI....... 2- 8d
19. 1X8 SHE4'HING OR LESS TO EACH BEA4MG, FACE NAIL_2 - 8d
2C. WIDER THAti 'X8 SHE,4TH!NG TO EACN BEARING
%ACE Nnl� ........ ............................. ..... .... ..3 - BC
21. BUILT-UP CORNER STUDS, FACE NAILS ..............................16d O 24" O.C.
D. fRAMING HARDWARE: FR4�11NG HARDWARE SHALL BE BY
SIMPSON C0. OR APPROVED EOUAL. ALL HARDWARE EXPOSED
TC THE WEA?HER SHALL BE GALVANIZED OR PROTEC?ED
FROA1 CORROSION BY AN APPROVED ALTERNATE MEfHOD.
II. WORKMANSHIP
A. WOOD SILLS: WOOD SILLS SHALL BE SET ON A SF100TH, LEVEL
FOUNDATION OR ON A CONTINUOUS BED OF CEMENT GROUT
MINIMUM 3/8" THICK. SEE FOUNCATION PLAN FOR SIZE AND
SPACING OF ANCHOR BOLTS. MINIMUM iW0 BOLTS PER PL4TE.
B. CUTTING h NOTCHING: NO STRUCTUR4L MEMBER SHALL BE
CUT OR NOKHED UNLESS SPECIFICALLY SHON'N OR NOTED
ON THE PWJS OR APPROVED IN WRITING BY THE ENGINEER.
WHERE THERE IS A CHANCE OF SPLITTING FROM NAILING,
HOLES SHALL BE PRE-DRILLED. ALL SPLIT WMBER SHALL
BE REPLACED.
C. BOLT HOLES: BOLT HOLES SHALL BE 1/16" OVERSIZED.
STA�JDARD STEEL CUT WASNERS SHALL USED AT ALL
BEARINGS CR HEADS AND NUTS OF BOLTS A�D LAG SCREWS.
BOLTS, NUTS AND WASHERS EXPOSED TO THE WEATHER SHALL
BE GALVANIZED. ALL NUTS SHALL BE TIGHTENED WHEN
PLACED AND RE-TIGHTENED AT COMPLETION OF PROJECT OR
IMMEDIATELY BEFORE FINISHING OF CONSTRUCTION WHICH
WILL MAKE THEM INACCESSIBIE.
D. NAiLGUNS: THE USE OF NAILGUNS SHALL NOT BE PERMfTTEO
UNLESS APPROVED BY THE ENGINEER.
E. FRAMING HARDWARE: ALL FR4MING HARDWARE SHALL BE
BY SIMPSCN COMPANY. AN ALTERNATE MANUFACTURER IS
PERMITTEC WITH WR!TfEN APPROVAL FRClA ThE
ENGINEER. FRAMING HARDWARE SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. WHERE MORE THAN
ONE SIZE FASTENER IS AVAIIABLE, THE FASTENER WITH THE
HIGHER VALUE (I.E. MORE NAILS. LARGER 80_T5, ETC.) SHALL
BE USED.
CONCRETE
I. MATERIALS
A. GENERAL: ALL CONCRETE USED IN THIS WORK SHALI BE
REGULAR WEIGHT CONCRETE
(745 P.C.F.) U.O.N.
CONCREfE SHALL DEVELOP A MINIMUM COMPRESSNE
STRENGTH AT AN AGE OF 28 OAYS AS FOLLOWS:
ALL CONCRETE 2,500 PSI
B. PORTLAND CEMENT: PORTLAND CEMENT SHALL BE 7YPE I
AND CONFIRM TO A.S.T.M. C-'S0.
C. AGGREGATE: CONCREfE AGGREGATE SHALL BE HARDROCK
AND CONFORM TO A.S.T.M. C-33. MA%!MUM SIZE OF AGGREGATE
SHA�L BE 3/4 INCH.
D. WATER: WATER USED IN MIXING CONCRETE SHALL BE POTABLE
AND FREE FROM OELETERIOUS SUBSTANCES.
E. ADMIXTURES: ADMIXTURES SHALL NOT BE ADDED TO THE
CONCREfE UNLESS APPROVED IN WRIT��NG BY THE ENGINEER.
F. REINFORCING: ALL REINFORCING STEEL SHALL CONFORM TO
A.T.S.M. A-615 GRADE 60 UNLESS CTHERWISE NOTED ON PLANS.
DEFORMATIONS SHALL BE IN ACCORDANCE WITH A.T.S.M. A-305.
G. WELDING WIRE FABRIQ WELDED WIRE FABRIC SHALi CONFORM
TO A.T.S.M. A-185.
II. WORKMANSHIP
A. CURING: MIX OPERATIONS SHALL CONFORM TO A.T.S.M. C-94.
DURING MIXING, PLACING ANC CURING CONCRETE SNALL BE
KEPT AT A MINIMUM TEMPERATURE OF 40 DEGREES F, AND A
MN(IMUM TEMPERATURE OF 90 DEGREES F. CONCRETE SHALL
BE CURED BY KEEPWG IT CONTINUOUSLY !N A M0157 CONDITION
FOR A MINIMUM OP i'IVE DAYS AfTER PLACEMENT.
8, PL4CEMENT OF CONCREfE: PLACEMENT OF CONCRETE SHALL
BE IN CONFORMANCE WITH A.C.I. SPEGFlCATION 301. CONCREfE
SHAL� NCT BE DRCPPEC 'HRCUGN REiNFORCING STEE�.. SC AS
i0 CAUSE THE SEGREGATlON OF AGGREGATE. USE HOPPERS.
rHUTES, OP. TRUNKS OF VARVING LENGTHS `•C THA7 'HE FREE
UNCONFINED FALL OF CONCR�TE SHALL N"vT EXCEEu PIVE FEE�,
USitiG n SUFF!rlEnl? nIUMBER rr ENSURE THE r_6NCREfE BE!NG
KEPT LEVEL AT ALL T�ME.
C. DEBR15: ALL DEBRIS SHALL BE REMOVED FROM FORMS PRIOR
TO PLACING OF CONCRETE.
C�. SHORING: CONTR4CTOR SHALL BE SOLELY RESPONSIBLE FOR
DESIGN AND CONSTRUC710N Of BRACING AND FORM WORK.
CONTRACTOR SHALL DESIGN SHORiNG TO WCLUDE ANY
CONSTRUCTION LOADS AND LOADS FROM SHORING ABOVE
WHERE APPLICABLE. SHORING SHALL NOT BE REMOVED UNTIL
CONCREfE HAS REACHED DESIGN STRENGTH OR IF SHOR!NG IS
NEEDED TO SUPPORT SHORING ABOVE.
E. CONSTRUCTION JOINTS: CONSTRUCTION JOINT$ SHALL HAVE
THE ENTIRE SURFACE REMOVED TO EXPOSE CLEAN AGGREGATE
SOLIDLY EMBEDDED. THE CONTRACTOR SHALL OBTAiN THE
F ^ �
_N�INEER .. WR!TTEN APPROVAL FOP ALL CONS`RUCTION
JOINTS NOT D�AILEC Qh THE PLANS.
'. INSERTS: WSERTS TC BE CAST IN CONCftETE SUCH AS
REINFORCWG DOWELS, BOLTS, ANCHORS, PIPES. SLEEVES, AND
CONDUfTS SHALL BE SECURELY PLACED IN THE FORMS BEFORE PIACING
iHE CONCRE?E TO PREVEN7 ?HEIR MOVEMENT. PI?ES, SLEEVES
OR CHASES EXCE?' ELECTRICAL CONDUfTS LESS THAN t" IN
DIAMETER SHALL NOT BE EMBEDDED IN THE CONCREiE EXCEPT
WHERE SPECIFICALLY SHOWN ON PL4N5 OR APPROVED IN WRITING
BY THE ENGINEER. NO CONDUIT PLACEU IN A CONCREfE SLAB
SHAIL HAVE AN OUTSIDE DIAMETER GREATER THAN ONE-THIRD
?NE TMCKNESS OF SLAB OR BE P?CEC IN A 5�_AB LESS THAN
FOUR INCHES THICK. MINIMLJM CLE4R DISTANCE BEfWEEN
CONDUITS SHALL BE SIX INCHES.
G. CORING CORING SHALL NOT BE PERMI?TED IN ANY CONCRETE
UNLESS aPPROVEG IN WRiiIN� BY ?HE ENGMEER.
H. ARCHI7ECTUR4l ITEMS: CONTRACTOR SHALL REFER iC THE
ARCHITECTURAL DR4WiNGS FOR MOLOS, GROOVES, ORNAMENTS,
C_IPS, OR GROI;NDS REOUIREG TG BE CAST IN7C THE CONrRE?E
ANp FOF THE ExTEf�' 0� CEPRESSiONS CURBS Rt�M�".- 4N:�
SIMIL4R '�.'EMS.
I. SPLICES: REiNFORCING SHALL BE SPLICED AS INDICATED ON
DRAWINGS. WHERE ADDffIONAL SP_ICES ARE NEEDED, BARS
SHALL NAVE A LAP OF 36 BAR DIAMEiERS AND THE SPLICES
SHALL BE GREATER THAN FIVE FEET APART. SPLICE BARS IN
WAILS, BEAMS, GR4DE BEAMS, EfC. AS FOLLOWS: TOP BARS
AT CENTER LME OF SUPPORT, BO'TOM BARS AT THE SUPPORT.
ALL REINFORCING STEEL SHALL 8E SECURELY WIRED IN PLACE
AND ADEQUA7ELY SUPPCRTEO ABOVE GRCUND AND AWAY
FROM THE FORMS. VERTICAL REWFORCING STEEL SHALL BE
SECURED TOP AND BOTTOM ANG AT INTERVALS NGi TO [XCEED
160 BAR DIAME?ERS.
J. BENDS: AlL REINFORCING BAR BENDS ARE TO BE MADE COLD.
FIEL� BENDING OF BARS GREATER THAN �j5 SHALL NOT BE
ALLOWED. ALL BARS ARE TO BE EENT ONE TIME ONLY.
K. WELDING� NO WELDING OF REINFORCING &4RS !S PERMITTED
UNLESS AUTHORIZED IN WRITING BE THE ENGINEER.
L. RE&4R COVER: ALL DIMENSIONS SHOWING THE LOCATION
OF REINFORCING STEEL NOT NOTED AS CLEAR, ARE TO CENTER
OF STEEL. ALL DIMENSIONS INDICATED AS CLEAR (CLR) SHALL
BE HELD AT THAT DIMENSION. M�NIMUM COVERAGE SHALL BE
AS POLLOWS�.
1. CAST AGAINS? AND PERMANENTLY EXPOSED TO THE EARTH ............................ 3 in.
2. CAST IN FORMS BUT EXPOSED TO E4RTH AND WEATHER........._ .................. 2;�,
3. SL4BS, WALLS AND JOISTS NOT EXPOSED TO EARTH AND WEATHER........... 3/4 in.
4. BEAMS, COLUMNS, TIES, STIRRUPS AND SPtRA15 NOT EXPOSED
TO EARiH AND WEATHER ......................................................................... 1-1/2 in.
5. SLABS ON GRADE ....................................................................................... 7-7/2 in.
M. WELDED WIRE FABRIC: WEIDED WIRE FABRIC SHALL BE OF TNE
GAUGE AND MESH SIZES INDICATED ON THE PIANS. WWF SHALL
BE V+PPED ONE MESH AT ALL SPLICES, SIX INCHES MINIMUM.
FABRIC SHALL BE R41SED TO THE CENTER OF THE SlAB WITH
HOOKS AS THE POUR PROGRESSES AN� SHALL 9E VISIBLE A?
THAT DEPTH AT THE FREE EDGE OF THE POUR.
MASONRY
I. MATERIALS
A. CONCRETE MASONRY UNITS: CONCRETE MASONRY UNfTS SHALL
BE NANRAL GR4Y, HOLLOW, OPEN-END MASONRY UNITS SUITABLE
FOR BEARING WALL CONSTRUCTION. UNITS SHALL BE GRADE
N-1 CONFORMING TO A.T.S.N. C-90, WffH A MINIMUM COMPRESSIVE
STRENGTH FM-1500 PSI. THE LINEAR SHRINKAGE FROM THE
SATURATED TO THE OVEN-DP.Y CONDITION SHALL NOT EXCEED
0.059. MAXIMUM. MASONRY UNITS SHALL HAVE CURED FOR NOT
'ESS THAN 28 DAYS WHEN PL4CED IN THE STRUCTURE. CHIPPED
OR CRACKED BLOCKS SHALL NOT BE USED. If ANY SUCH BLOCKS
ARE DISCOVERED IN ANY FIWSHED WALL, THEY SHALL BE REMOVED
AND REPLACED WITH NEW BLOCKS. MASONRY UNITS SHALL N0T
BE WEf BEFORE BEING USED.
B. A�ORTAR: MORTAR SHALL BE TYPE S CONFORMING TO A.T.S.M.
C-270, W!TH COMPRESSIVE STRENGTH OF 1800 PSI AT AGE 28 DAYS.
MOR7AR SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT
AND FOUR PARTS OF SAND BASED ON DRY LOOSE VOLUMES AND
NOT LESS THAN ONE-FOURTH NOR MORE THAN ONE-HALF PART
:IME PU'TY OR DRY HYDRATED 'UME. THE TOTA� CL4Y CONTENT
INCLUDING THAT IN THE SAtvD SHALL NOT EXCEED TWO PERCENT
OF THE SAND CONTENT OR SIX PERCENT OF THE CEMENT CONTENT.
C. CEMENT: CEMENT SHALI 3E PORTLAND CEMENT AND CONFORM
TO A.T.S.M. C-150, TYPE I OR TYPE II.
D. LIME: HYDRATED LIME SH.4LL BE TYPE 5 AND CONFORM TO
A.T.S.M. C-2D7.
E. AGGREGATE: AGGREGATE FOR MASONRY GROUT SHALL CONFORM
TO A.T.S.M. C-404, MAhIMUM SIZE SHALL BE 3/B ". SAND USED iN
MORTAR SHALL CONFORM T� A.T.S.M. C-144, EXCEPT THAT NOT
LESS THAN FIVE PERCENT SHALL PASS THE N0. 700 SIEVE.
F. WATER: ALL WA'ER USED SHALL 8E POTABLE, CLEAN, AND FREE
FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI, ORGANIC MATTER
OR ANY OTHER HARMFUL SUBSTANCE.
G. GROUT: GROUT SHALL CONFORM TO A.T.S.M. C-476 ANO DEVELOP
A MINIMUM COMPRESSIVE 5?RENGTH Of 2000 PSI AT AGE 28 DAYS.
GROUT SHALL CO�JSIST CF CNE ANC ONE-FOURTH PARTG PCRTL4ND
CEMEM TO NOT MORE THFN THREE PARiS SAND AND NO? LESS
TFAN ONE AND ONE-FOURiH PARTS NOR M�-RE THAN ?WC PFRT�
PEP. GRAVEL, MAXIMUM SIZ= 3/B INCH, BASED ON DRY, LOOSE
vCLUME.
H. ADMIXiURES: ADMIXTURES WILL NOT BE PERMITTED IN MORTAR
OR GROUT UNLE55 SUSTAINED DATA HAS BEEN SUBMfTTED TO ANC
APPROVAL BY THE ENGINEER IN WRITING.
I. RE�NFORCING: REINFORCEMENT SHALL CONFORM TO A.T.S.M.
A-615 GRADE 40 OF SIZE AND SPACING AS INDICA?ED ON THE
PLANS. ALL REINFORCING STEEL SHALL 8E LAPPED AS INDICATED.
WHERE L4PS OR SPLICES ARE NOT INDICATED, THEY SHALL 8E A
MINIMUM OF 40 BAR DIAMEfERS AND WELL-STAGGERED. USE
TNE LAP LENGTH OF THE LARGER BAR IF BARS OF DIFFERENT
SIZES ARE USED.
II. WORKMANSHIP
A. GENERAL: MASGNRY SHALL BE LA10 IN RUNNING BOND AND
SHALL BE CURED AND DRIED BEFORE BEWG USED. SURFACES
SHALL BE CLEAN AND FREE PROM DIRT WHEN INCORPORATED
INTO ?HE WALLS.
WHEN CUTTING IS NECESSARY, ALL CUTS SHALL BE NEAT,
P.EGUL4R AND $HALL BE GAUGED AND GROUND TO SMOOTH
SJRFACES. MASONRY UNITS SHALL BE PAIC iC TRUE. S'R4IGH?
LWES W!'H ALL SURFACES PLCMB AND CGRNERS SOUARE.
?RIOR TO LAYING MASONRY UN;TS. THE C01JTR4CTOR SHAL�
CAREFULLY ^HECH ELEVA"IONS OF ?HE V4RIOU5 OFFSETS
ANL` PREDETERAAWE THE �OURSING OF BLOCK WORK ANO
THICKNESS OF JOtN'S AT BRE4K5 OF GRACE. CONTR4C70R
SHALL COORDINATE ALL A�ASONRY WORK WIiH THAT OF
'HE CTHEP. ?RADES. NC PLCMBWG PIPE, CONLIUIT OR
MATERI.4L OF ANY OTHER NPE SHALL BE EMBEDDED UNLESS
THEIR LOCATION HAS BEN DE'.41LED ON THE PL4NS. NO CHASES,
RECESSES OR OPENINGS OF ANY iYPE ARE ALLOWED UNLESS
1NDICATEC ON THE PLANS. A�iGNMENT OF THE JERT!CAL
CELLS: ALL MASONRY UNITS SHALL BE BUILT TO PRESERVE
THE UNOBSTRUCTED VER'ICAL CONTINUiTY OF THE CELLS
'0 BE FILLED. THE VERTICAL ALIGNMENT SHALL BE
SUFFICIEN- ?0 MAIN'A;N A CLE0.P., UNOBSTRIICTED VERTICA:
"rLUE MEA>URWG NG' LESS THAN 3'�.NCHES, EXCEPT WHEn^E
:-�oE . �_ . : . _ _ �EC.
B. MiXING� MOR'Ak SHAL� BE 7HOROUGHLY MArHINE-MiXED
WITH T,HE PROPORTIONS SPECIFIED. WAiER AND SAND SHALL
8E MiXED FIRST AND THEN THE CEMENT AND THE LIME ARE
ADDED IN THAT ORDER. MINIMUM MIXING TIME SHALL BE
FOUR MMUTES. TEMPEP,ING SHALL ONLY BE PERFORMED BY
DROPPING WATER INTO A BASIN FORMED IN THE MORTAR AND
THEN THOROUGHLY WORKING THE WATER INTO THE MIX.
TEMPERING BY SPIASHIhG WATER OVER THE MIX IS N0T
PERMI?TED. ANY MORTAR WHICH IS NOT USED WITHIN ONE
HOUR AFTER INITIAL MI%NG SHALL NOT BE USED.
C. CONSTRUCTION JOINTS: CONSTRUCTION JOINTS SHALL BE
FORMED BY STOPPING THE GROUT POUR GOR A MINIMUM OF
ONE AND ONE-HALF INCHES BELOW THE UPPERMOST UNIT
AT ALL TIMES, WHEN GROUTING IS STOPPED FOR A PERIOD
OF ONE HOUR OR LONGER. THE TOP SURFACE OF THE
CONCRETE FOUNDATION OR OTHER BED JOINTS MUST BE
CLEAN, SMOOTH CONCRFTE WfTH AGGREGATE EXPOSED
BEFORE THE START OF LAYING.
C. GROVTING: ALL CELLS SHALL BE FlLLED IN HORIZONTAL
SOLID WITH GROU7. MAXIMUM HEIGHT OF GROUT POUR
SHALL BE FOUR FEEf PER &4TCH. BEFORE GROUTING, ALL
OBSTRUCTIONS AND DEBRIS SHALL BE REMOVED FROM
THE iNSIDE OF THE CE�LS AND fROM THE REINFORCING
BARS. CLEAN-OUT LIR OR POUR OF GROUT, EXCEPT WHEN
SUCH UFT IS FOUR FEET OR LESS IN HEIGHT. REWFORCING SHALL
BE FULLY EMBEDDED IN GROIIT AND SHALL N0T BE BE�DED
IN MORTAR OR MOR?AF. JOIMS. ANY MORTAR DROPPINGS
OR ANY OTHER FOREIGN MATERIAL SHALL BE !MMEDIATELY
REMOVED FROM REINFORCING. ALL VERTICAL BARS SHALL BE
PLACED PRIOR TO LAYiNG WALL. HORIZONTAL REWFORCWG
SHALL BE TIED TO VERTICAL BARS USING ONE COURSE OF
DEEP CUT, iW0 AND ONE-HALF INCH MINIMUM 80ND BEAM
UNITS. VERTICAL REINFORCING SHALL BE HELD IN POSITION
AT THE TOP, BOTTOM AND INTERVALS NOT EXCEEDING 160
BAR DIAMETERS.
E. LAYING: IN ?L4CING MORTAR IN HORIZONTAL JOINTS, THE
BOTTOM ENDS OF THE UNITS SHALL BE COMPLETELY COVERED
WITH MORTAR. SOLIDLY FILI HEAD JOINTS. RAKING SHA�L
BE HELD TO A MINIMUM. NO TOOTHING SHALL BE ALLOWED.
ANY OVERHANGIVG MORTAR SHALL BE REMOVED FROM THE
INSIDES OF THE CELLS IMMEDIATELY. NO TOOUNG SHALL BE
ALIOWED.
F. INSERTS: WHERE INSERTS, ANCHOR BOLTS, REINFORCING. EfC.
PROTRUDE FROM THE WALL, THE HOLE IN THE BLOCK SHALL
BE ^L'T, DRILLED OR CHIPPED TO SPECIFIED SIZE BEFORE
INCORPORATED IMO THE WALL. ANY BLOCK THAT CR4CKS
DURING FABRICATION OF HOLE SHALL BE �ISCARDED.
G. WALL CLEANWG AND PROTECTION: CONCREfE SCUM AND
GROUT STAINS SHALL BE REMOVED FROM THE WAIL
IMMEDIATELY. 4FTER THE WALL IS CONSTRUCTED, THE
WALL SHALL NOT BE SA7URATED WITH WATER FOR CURING
OR MiY OTHER PURPOSE. ALL JOINTS SHALL 8E CHECKED
FOR TIGHTNE55 AND WHERE CR4CK5 ARE VISIBLE. CHIP
OUT THE MORTAR, TUCK POINT AND TOOL TO MATCH
ACJACENT dOINiING.
H. SHORINC COMRACTOR SHALL SUPPORT WALLS AS REOUIRED
FOR VERTICAL AND LATERAL LOA05 UMIL ALL MASONRY
UNITS, REINFORCING AND GROUT ARE IN PLACE AND PROPERIY
CURED AND WALLS ARE SECURELY ATTACHEC TC SURROUNDING
FRAMING.
GLUE LAMINATED TIMBER
GENERAL: ALL GL'JE :AMINATED TIMBER SHALL CONFORM
TO "STANDARD SPECIFICA710N5 FOR STRUCTUR4L GLUE
LAMINATED TIMBER", A.I.T.C. 117-77 AND U.S. PRODUC���"
STANDARD PS 56-73. ALL BE4MS SHALL HAVE AN ALLOWABLE
FIBER STRESS IN BENDING FB=2400 PSI AND HAVE TENSION
LAMINATIONS TOP AND BOTfOM.
L4MINATIONS: ALL LAMINATIONS SHALL 8E DOUGLAS FIR.
MAXIMUM THICKNESS OF LAMINATION SHALL BE i-1/2" NEf.
ALl ENC JOIN"S SHALL BE SrqRFEC MINIMUM ':12, MA.SIMJM
1:8. PCRT'GM1S OF SCARFS iN ADJACENT WAfNATI0N5 SHALi-
BE ¢EPARATEC BY A MiNIMUM OF 6". L4MINAT:ONS SW1LL
BE JOiNED WI Y Er;TERIOP. TYPE GWE MFXiMUM AL�.O'�'AB�E
MCISTURE CONTENT SHALL BE 167.
SHIPPING AND HANDLING: ALL BEAMS SHAL� BE WRAPPED
FOR SHIPPING AND FURNISHED WITH A CERTIFICATE OF
INSPECTION FOR MANUFACTURE. CONTR4CTOR SHALL
KEEP BEAMS WRAPPED AND PROTECTED FROM THE WEhTHER
UNTIL THEY PRE INCORPORATED WTO THE STRUCTURE.
CAMBER: ALL SINGLE SPAN GLU-LAM BEAA!S SHALL 3E
FP$RICATED WITH STANDARD CAMBER. GLU-IAM BEAMS
CONTINUOUS OVER SUPPORTS SNALL BE FABRICATED WITH
NO CAMBER.
A.
a.
�
D.
STRUCTURALSTEEL
I. MATERIALS
A. STRUCTURAL STEEL� STRUCTURAL STEEL hrdL ALL
MISCEL:ANEOtiS STEEL SHALL CON�ORM ?C P.'.S.M. ?-iE
8. STRUCTURAL TUBWG STRUCTURAL TUBING SHALL CONPORM
TO A.?.S.M. A-500 GRADE B.
C. BOLTS 9"v_T� SHALL CONFORM i0 A.T.S.M �-�30'
II. WORKMANSHIP
4 FABRICATICN F49Ri';ATION APJD ERECTIOF StiAU,. EF. IN
AI::,ORDAtJCt WITN A.'�.S.C. SPEGFICnTI0N5 F'Jw J[Jl:i"v,
FABRICATiON ANC ERECTION OF STRUC'.URAL STEEL Fi!R
BUI�^vINGS. ALL STEEL FABRICATION SHALL BE PERFOP,MED
IN A SHOP ,�PPROVED BY THE BUiLDING DEPaRTMENT.
CONTRACTOR SHAL� SUBMI': SHOP CRAWINGS FOR APPROVAL
BY THE ENGINEER PRIOR TO FABRICATION.
a. CORROSION PRO?ECTION: ALL S'EEL SMA� �� RECE'V: ONE
C04' OF SHJP °niti" UNLE55 EMBEpDEC ir: ::pN:'RE?�.
4 STEE EXa. � r .HE wEa.+FF 5�+ dF _:4�ar�� -_
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