HomeMy WebLinkAbout223 Bloomfield Road - Plans� _
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TnX OODE qREq—_
'• 0 I PROJLI ECT SITE (� �
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GENERALNOTES
t THE CONTRACTOR SHPLL VERIFV ON SITE NLL
� GRADES, EXISTING IMPROVEbIENTS, PftOPERTV
'�, LWES,ENSEMEMS,SETBACKS,UTILITIESAND
�� SUBSTRUCTURES. WHEREOISGREPANQESOCCl1R,
i,l CONTACTTHEDESIGNER.
2. RSHALLBETHERESPONSIBII.ITYOFTHE
� CONTRACTORTOFAMILIARIZEHIMSELFINITHTHE
�ITE MV� PLAi�S 0F THIS WORK. HE SHALL CLAPoFY
NITH THE OESIGNER AN� OW NER, ALL POINTS OF
MISUNOERS i ANDING PRIOR TO SU9MITTING A 81D.
'� CONTRACTORSHALLBERESPONSIBLEFORALL
' RELATED WORK.
3. BUIL�INGCO�ES.
FLL NEW CONSTRUCTION SHHLL tdEET OR EXCEE�
,� THE LATEST ADDITION OF CODES AOOPTED BY
' LOCALGOVERNINGHGFNGES. THESEMCWOE
� �(Bl1TARENOTLIMITEDTO) .
201B CALIFORNIA BUII.pING GODE,
� 20�BCALIFORNIAPWM�INGCO�F, .
� � 2016CALIFORNIAM6CHANICAI.f:OftF, .
zo�s e�ecraicn�coor_, �
� I zois Nen�ni nNo snFery cooe
I 2016 CALIFORNIA FlRE CO�E
201fi CALIFORNIH TITI f l4 - CALIFORNIA STATE
ENERGV&ACCESSIbILITY5TAN0AR05 �
ANOALLOTHERORDINANCfSAIJOPTEOBVTHE �
LOGAL GOVERNING AGENQES.
�� 4. THESE PLANS ARE FOR GENERAL CONSTRUCTION
PURPOSESONLV.THEYARENOTEXHAUSTNELY �
DETAILEDNORFULLvSPECIFIED. RISTHE
RESPONSIBILITY OF THE CONTRACTOR TO SELECT.
VERIFY. RESOLVE �N� MSTALL ALL NIHTERIA�S AND
� EQUIPMENT.
.,. THE �ESIGNER SHNLL NOT 6E 02SERVING OR
W ERSEEING THE CONSTRl1C i ION OF THIS
PROJECT. TNE CON i RACTOR IS RESPONSIBLE FOR
THE QUALITY CONTHOL nND CONSTRUCTION
srnNonaos Foa THis �Ro�Ecr.
6. ALLROOFDRqINAGESHALLBEPIPEDTODRAIN
AWAY FROM STRl1CTUR[.
Z FINISHGRADESHALLPROVIDEPOSITNE�RHINAGE
� (MIN 5% SLOPE & MINIMUM DISTANCE OF 10' FROM
BUILDING.)
� 8. IRRIGATION SVSTEM SHALL BE DESIGNE� TO
� PREVENTSATURNTIONOFSOILADJACENTTO
BUILDING.
9. WHERE DISCREPANGES oETWEEN SOILS REPORT
AND DESIGNER OCGUR, W NTACT �ESIGNER.
10. ALL EXTERIOR HOSE BIBS SHALL HAVE NON-
REMOVABLE BACK FLOW PREVENTION DEVICES PER
CPC 603.1.
11. DONOTSCALEDRNWINGS. WkITTEN�IMENSIONS
TAKE PRECE�ENCG OVGR SCALE� �IMENSIONS.
j 12. GENERALCONTRqCTORSHALLVERIFYALL
I APPLfANCESBCABWLTRYWITHHOMEOWNERPR!OR
� TOPURCHASINGANDi��STPLLATION.
13. lVH[N THERE IS A CONFLICT 6EPNEEN STRUCTURAL
DETNILS AND ARCHITECTURAL DETAILS.
� -- —��BiRUCTURALDETAILSi'AKEPRECGOCNeE� .
14. BlJIL0ER5HALLREVIEWANfJBEftESPON5IBLEFOR .
FOLLOW ING AND HPPLYING ALL 2�i6 CAL GREEN
MANOATORV MEHSURLS THAT ARE APPLICA6LE TO
. THISPROJECTHSNOTEDONSHEETA60FTHIS ,
PLAN SET.
15. LIFECV0.EASSESSMEM SEESIAfi
�ia FoeaouurioNcommoi.seenns
/.
. iL FOR INDOOR MOISTURC CONTROL SEE B/Afi
18. WASTEMANAGEMENTSfE4/A6
�. e euaumcnMe . avc ..
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� �� � �000:� l� �� 0 � �000 ���� .�i�� �E���' � �� Q Q�0 � Q� �
F' H04VAR0 � /�� SOAVE _
1 �� � �' � �� I
�^ MAP NO / iOWN OF 6UF[/NLAME PTN OF R5M 1/B]
L��" SVPF ,MAP TO MAP NO. l TO�Vf/ Of BURC/NGAME PTN. OF q.5 M J�Jl
� /� LYON RNO HOAG SVBO/V/5/ON p/K OF R S M. 4�26
/�p� SGfl OF BLOCNS 22 8 2( ANO qESVB. OF BLOCN P3 lOWN OF BVRUNWM� P N OF qSl2
_ _ LG SOB_ OF 6COCk 29 MAP NO. / TOWN OF BUfl[/NLRME fl_SM SO�Jp
ASSESSOR PARCEL MAP
SGALE: NONE �
required prior to the start of any mnstruRion (on private pmperty or in [he public righFof-way).
a Alltlamagedanddisplared�urb,gutterand/orsidewalkfmntingsitrmustbereplaredpriortoflnalof
ouilding Permit.
a_ ConstrvctionhourslntheCityPublicrighbof-wayarellmitedtoweekdaysandnon-CltyHolldays
between 8:00 a.m. and 5�.00 p.m. Thi5lndudes ronsk�oction hauling.
5. Per Municipal mde section 18.08.090, ne srorm wateror undergmund warer drainin� fmm am/ lot,
boilding, or paved area shall 6e allowed to draln fo ad]acenC pmperties nor shall [his water be
oonnected m the citys sanitary sewer system. Regardless of the slope of the sou¢e pmperty, such
w�ter shall dra in to either artificial or natural storm drainage facilities by gravity or pumping.
6. Allvvaterlinesmnnectionstocirywatzrmainsforservicesorfirelinepmtectionarerobeinstalledper
ciry standard pmredures and material specifcations. Contact Ihe city water department for mnnection
fces. If requi red, all fire services and services 2" and over will be installed by builder_ All underground
tire servi�e mnnections shall be submitted as separate Underground Fire Servire permit for review and
approvaL
9. Nn semcture shall be built Into CiTy's dght�f-w�y. The property line on 0loorn'field Anad Is
aPVmxlmaCely twelve feet (12') measured from face of curb.
e. TheprojecCshallmmplywiththeCity'sNP�ESpermitrequirementstopreven[stormwaterpollution.
�. All debris/gar6age containea locatian shall be on property. In a situation whrre that is not possible, an
enaoechment permlt is requiied from Publlc Works department for placing debris/garBage wntainea
bl' -' hf f-wa No weC ar6a e fluid shall enter ubllc ri htrof-way or the srorm draio system.
� zs-�
I
PUBLIC WORHS NOTES � �
?. Any work in the City righFof-way, such as street, sidewalk area, public easements, and utility easements,
is required to obtain an Encroachment Permit priorm starting work.
2. Based on Me scope of work, this is a Type I project that requires a Stormwa[erConshuc[ion Pollution
Prevention PermiL Thls permi[ Is required prior m issuance of a eullding PermlL An 7Ntlal feld inspectlon is
'
in pu ¢ ng -o y. g g P g �
i0. It Is the responsiblfity of the awner and/or mntractor to noti(y Undergmund Serv¢e Alert (USA) et least
48 hours befere the start of a ny excavation work .
CONSTRIIGTION HOURS �
No person shell eract ( Including ezcavatlon and B�ading), demollsh el�arorrepairany bullding orstmcNre
other than beN�een Ihe following hours ezcept In the case of urgent necassty in �ha interest of publla haalih ;=�'._
antl safery, and �hen only wlh priorwrirten epproval from �he Bulidln8 OKcial, v✓nlch appmval shall be Branted �
for a perlod not m exceetl ihrea (3) days. No work on Suntlevs entl Hofdays. Holldays are the firet dey
o! January, ihe ihirtl Monday of Febmary, the last Montley of May, ihe lourth tlay o( July, the frst Monday of -
Seplember, ihe elevanlh tlay of Novembe�, the (ourth Thursday In Novembar, entl the twenty-fi(�h tlay of
December. I! the frst day of Janvary, the fourth day of July, [he eleventh day of Novembeq or Ihe fwenty-fifth �
day o! December falis on a Sunday, the following Montlay is a holitlay Per Ciry of eudingame Muni Cotle
1D.D7.110.
Hours: � �
Monday-Pritlay: BAMto7PM �
� � SaWrdays: 9 AM l0 6 PM � . ...
� i.\ .� , .. , .
� . .
� , , � , . � ,._. � .
GUEA
PORCH 1
F][ii
0
i
SCOP� OF WORK
i- eui�o NEw cu�s� eE�aooM suirE
AT REAR OF R[+��OENCE TO INCLU�E
NEw BATHFO§M.
2- AOD!CON�/ERT:LSQFT OFPdEGARAGE
AN�A�� AGyVSFIV�ORREWOFFICE I
TOBE CC 5_pFR0�1E%ISTINGM1IASTER�
BE�ROOJ_
HEIGHT OF FLiiOR OF OFFICE TO MATCH
(elaesioen�cF �
ADD NEW V�iN�OW HT FRONTAND SIDE OI
OFFlGE AS IN�ICATE� INJ THE PLAN.
3- AD�NEWORIpLWIN�OWATA4IDDLE
BEDROOM. Fi OOR OF BAV TO BE
CANTILEVERE9 FROM MAIN RESIDENCE.
4- Removetl � �
5- INSTALLNEWTANKLESSWATERHEATER
AS IN�ICATI.�p PER PLAN
fi� INSTALLNEWELECTRICALATNEWA�DITIO
AS INOICATEG ON PLAN �
]- AD�NEWMgN�00RATGARAGEAS
IN�IGATE� C)N THE PLAN.
8- NEWROOFVRAMINGAT501TETOBE
�"' TRUSSES .
� 9� INSTALLFIFCSPRINKLERSINNEWGUES
unir
10-' TRlI55E5 C4LCOLFTIONS ARE TO BE
' Sl]8N1 E�SEPFRAT LY
. Fl4E SUPPE gS10� PLFNS 4N� CALCS
. R TOBECE.ERR��AN�SUBMITTE�
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_ __ _ _ _
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GENERAL PLUMBING NOTES
FROM 2016 CPC
P-1
P-2
P-3
P4
P-5
P-8
P-9
P40
Provitle an approved dishwasher air gap ftling as per p016 CPC Section 80"! 4. P-11
Potable waler wtlets wl�h hose atlachments, o�herthao weter healer dralne, boiler tlralns, and
clo�hes washer connectors, shall be pmvided e non-removable hose bib �ype backflow
prevenlion devise, a nomremovable hose bib type vacuum breaker or by a a�mospheric
vacuum breaker as per 20�6GPG Saction 803 4.7. p42
W here e fixWre comee im m��ect wi�h �he wall or Floor, the jolnl between the �xlure and !he
wall or floor shall be mzde watertight as per 2016 CPC Sec�ion 407 2.
P-13
No under floor cleanout shall be located more than 20 feet fmm an ecaess daor, irap door, or
crauvlholeasperZp�6CPCSeclionl0�.i�. �
Gas ulilizalinn equipment in garages shall be ins�alled so tha� bumers or burner ignition p-14
devices are located at least �8 inches above the floor unless Ilstetl esflammable veporlgnitlon
resistan� as por201fiGPG Seciion 5�8.14.
P45
Wefe� heetei' lostallatlons sYiall be acceeaible for inspection, repelr, or replaaement as per
201fi CPC Chap�er 5. P-16
Watersystems con�aining stoiage wate[ heating equlpment shell be provided with zn
appmved, Ilstetl, antl edequa�ely sized combination pressure and tempeta�ure relief velve es
per 201fiCPC Seclion 505.
Reliefvalves locatetl inside a bui!tling shallbe pmvided wiih a tlrain ofqalvanized s�eel, P-�7
hertl drewn coppe� piping antl fittioge, CPVC, or lisfetl valve dreln. The draln shell ex�entl
from Ihe valvefothe oulside of�he building withthe end ofthe pipe notmorethan 2feet
nor less Ihan 6-inches above ihe gmund and pointing downward as per p016 CPC
Sec�ion 6085.
Note t: No part of such drainpipe shall be Irepped, and the terminal end of the drainpipe
shall not be lhreadetl.
Note 2: Dischar9e from a relief valve into a wa�er heater pan shall be pmhibited as per
2016 CPC Seclion 508.5. � � �
Water heaters shall be anchored or strapped to resist horizontal tlisplacement due to earihquake
motion. Slrapping shall be ai points within the upper one-�hird and lower on�ihird of its
veftical dlmensions. A� the lower point, a minlmum dis�ance of 4-7nches (101.6 mm) shell be �
main�ained above the contmis with ihe strappinc� as per p016 CPC Section 5082. �
Gas outle�s located in a barbecue or fireplace shall be mntmlled by an appmved aperating valve
looeled ln the seme room and outslde Uie heatlh but not more ihan 6{eet hom auch ouileis as
per NFPA 5.5.4. . � � �
Showers and tub-shower combinations in all buildings shall be provided wi�h individual
eonVol valves of the pressure belance or �he Ihermostafic m'xinq valve type with a maximum
mixed �mater setting of 120 degrees as per 2016 CPC Section 418. . �
The minimum rapacity forwa�er healers shall be in accordance with the first hour rafing �
lis�ed in 2016 CPC Table 5-t .
Shut oft valves shall be installed in the fuel suppty piping outsitle of each appliance as per ��
ANZI Z212S and NFPA 54'9.6.�.
CONroI valves antl shower heads shall be located on the sidewall of shower compartmenl
or othervvlse artengetl so Ihat the showerhead tloes not discharge directly at the ente�flnce
to the compertmeni and the bather can adust the valves prior fo stepping into the sprfly
per CPC 408.9.
A 4" tlralnage plpe must be provided at the polnt a fourth waier closet is ro be
connected zs per CPC Table 7032 footno�e 4.
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. I
ENERGY
CALCULATIONS
T-24-2
� 2016Low-RlseResitlentiaiMandatoryMeasuresSummary
I
ABBRE�/1,4TION5,
�
�
�
on eaK�urn
aa�[ L� ro[n .
� .eae�e
GLe GL�E Lc"nuo'iEO VEN'I
Y
r uewr
� n.�i
m� n_ra�
ms vrrox<_
8 Po
t �
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eiwer ai�cruw�
m 9vmeiwu� �
+� L s n�ne
w' ._ooMe�.a
nr�cE srtE� �Ean .
I. CONCRETE �EMFORCEMENT:
d. FOiF GLL 6Trd1GIDRPL CLA55E9 OF GONCic'- c WIiH SPEQFIED 9TREN6iH d'
Y500 P51 OR MORE, INSPCQ l2EINFoi¢cEMENt SIZE, PLACEMENi; 0.EARANCES,
ETC. ALL INSPEQIONS t0 BE DONE 48 HOORS PRIOR to PLACEMENT oF
CONGREtE FEPORT ANT OISCI¢EPANQE510 ENGINEER. �
B. REINFORCING ffiEcL: THE REINFpRCING BARS SHALL CONFGPo'I t0 A9iM 615
CaRGDE 60:GR 5 CND LARGE2.
�a gp%Gup snALLEF S:�.GLL aE GWhpE -0o.
L 60PPORtS FOR ftEMFOrcY.IµG ON G.QOOND SHPLL BE BLCGKS Cr CP�'CFETE
II. CAS?-IN-PLACE CONGRETE � �
i. aun� n n�R.n�, �
G � w\GE 6'G4DPRDSa
L GALIFOR4IA BWL�ING CODE (GBGJ, LGTESS GDOPRE� E�ItION,GHAPTER B
- CONCi¢EtE AND UBC STANDAftDS.
]. GCI 304 - REGOMMENDED PR4QICE POi¢ ME45LIRM6, MIXIN6 ANO PLACING
CONCRETE.
3. 4GI 36� - R=CG'CIENDED P2dQIGE P0,2 HCT UF_ATHE�¢ GGYCR'eTIKG.
4. AGI �6 - REGOM"IcN7D PRACRIC'c F012 COL� Y�cPiHcR COIM1GI2EtINCv
B. CONCREtE M% D 5�
I. THE MIX OE516N(51 GF GONCRETE 15 TO BE PREPAFEO BY A FEGGGNQEO
tEStING L6BOFATORY WITH A LICENSEO QVIL ENGINEEft BEING THE
PRPPR=R, OR BY A �UALIFlED LIGENSED CNIL EN61NEEft
0. GO\4c"'F GY I�DER Tv 5= T6L'E q 6� o- JW4 6FCGI'��h6 G il�SIOB
LT' c6GH CL465 Or COVC�ZE F02 EGG4 IpD YGFDS O¢ rn^4C�ION 1HEREOP
PLGCCD EACH DAY F02 STGNDAftD 6" x 13" CTLINDER iE5T5 IN ACGORD4N!e
WITH ASiM C-31. d�CORD OF THE LOCATION IN iHE BOIL�WG OF EFCH
GONGREtE BATGFI WILL BE KEPT AN� NOtEO ON THE SPCGMEN. SiANpARp
GOMPRESSION TESi � CYLINpERS WILL BE MAOE, ONE A1 t OGYS AND Tllb
Gt 98 DAY9 IN AGC012pANCE WItH ASiM G-39. THE FOLftTH CYLINDE4 TO 8E
HELD I1NiIL TUE SPEQFIED CONCR'ciE SiRENG-iHs :lAV2 B=EN PTTPINc�.
3 SL�� tESt dND GIR SE6T6 W LL B I-IGD AT iHE Tlt G�.GC'\'G'E5t
GYLMpErtS, GYD/OR AiLVE-hWR N EFv6 a JLRIMe. �G..iA: UJAGRETE
IN 4GCOFDANGo WItH A6iM D-14�.
4. McA5�R2 AN� RECORD CONCRETE tEMPCRGTURE IIPON AiFRNAL CF TpA4151t
� MIXERS PND WHEN iPKIFG 9PEQMENS NOiE WEAiHER GONDITIONS AND
tEHPER6tURE.
I. H6tER6L5�
A PaRiLallo cEY.ENia?SiM G'50. il"� ;I, LCW'aL<aLL
L FLT ASH (POZZOLAW I6 NOT FORTLGVD CEYi=NT 4ND �Q$ BE
SUBSiINtE� Fo12 PORTLANp cEMLNi.
g. GONG�EtE AGGREGATE5: A9TM C-33-lIA, StONE PG6RE6ATE AND SPN�. .
C. UATSR: POi4BLE, GLE6N, Fr2CM DOMESiIG'00,¢CE.
p_ 4OMIXN^icES. dLL 6d'.IXNRcS SHCiL EE 05�D IM 6TRIQ ACCG�NdNCE
WI1H iNc MPNp=.aGN�2=E'S �^cCIX'iNENDAiIU'J5. GDYIIM�rtTc6 GqJiGINI�
CGLGJM CMLORIpES 0,2 OiHER ACCELERCTORS SHALL NOi BE UScD.
E GROOi FOi¢ BAEE PLATEE: NON-54RINNK HILH SiRENGTH GROOT SHALL 9E
OSED FOR PLL G2011tING� CONFOFT111�G t0 G4p C631. GROOT SHALL BE
METALLIC TYFE FOR GONCEALED IIbPoC qNp NON MEtALLIC 1�P'c FOR
ExPoSED u.bc�'. dCCEPiGBLE M ANJFGCTI.ZRS NCW�E ?HE B4PoGE
GOHP.4NY H45iER BWLDERS Mlo W,2 ryEa90W5 WC
c. CURII.^- CP"P^LA'D5= ASiM G,e�. TY�� � C C55 B L61ER 365 6CR"JG
GJrtc4. ALER. YA11G.1 lll _ NOT �I6G0 q2 ��C('c-TE OR A; Q 30Y�IM
OF OTHER FlNISHE9. PRODIICiS I-IdY BE VOCO`tP ]O BT WR MEADOYS, INC.
oR.�,�Pro �o EouivaLENt. .
G. EVGPORtiTION RETARpANT: "GINJ-FlLM'{ BY MASTER 6WL�EI25
3. corvcrzere nixE�
d. T4E PROPGRLION6 O'i t4E GWGRE � HIX=59F-4L 9E StlCV; t5'C �GDUG3
�C�C--iE Or �G111Rcp C FR �E 5 �4--iK.iH, �5 DEFINED 3Y bAC�
BOILDIN6 GODE SEGTIO� 19m5, SWryPS, dG4�GGtE SIZES AND U G
GON616tENCY TPAt WILL ALLOW iH012011G-H GP`1PAQION WIT�OOt E%GE551 [
WDDLING, SPApII Vi OiF VI2RAtION, G\p WItHOIIt PERI'ITTIN.a THE YGiERIGLS
TO SEGREGAtC Oft PREE WPTER TO COLL C � C� HE SIIRFACE. iHE 51 E CF
NY.aREGAtES SHALL BE'-_UCH iH4t It WILL FROpOG �ENSE AND 11W. CPo'i
CQ4GRETEFFEEGRCM ROGG POCKETS HONEYCCYB AtiD O HER
IRR'cGOLAR19E5. 6LL GONGR- E MIxE6 6Ha_L Ha E,T4GINED 61R R
LLbicl'A3 Lltt (4 ryAXIMJ`1) MX �ESIGN =t I' � -0E406 WdtEE
RCJ4C't?Np 2-Aw W dOF'bID�6 O MEo CR x..__D M �I i� 5_T
i IMES AND TO 1'IINI�IZE WATeR �J-ICNT �24� IGS. Y.\ `YJft GND MAXIIMF'�
GiFItERIG PRESENTED �EREIN I6 P 6WDELINE GND DOES NOT .EEPFcSCNi A
SPEQFlC MIX �E516N. HINIMUM CEMENt GLNITENi 'NpIGATES MINIMOM 5<CKS �
OF CEMENt, NOt GEFIENTI005 MATEftIGL.
GLPBS cofEE/fiG#G4�E � MPxIfNiNq'lN]L MINM.M1e�Da* t1MtV�
6�IEnNCIfffJAND &NiPrtIXEFA'�s oF51[M LtiENI_{K5
FX'NSFY'!2 lfWJl£5) $I�GM PcFR.
fqNJPiICN I'x't 35'�R" 35� SE
�uuus
4 C�f
G. GEN3Rl+L.
L PLL CONGREtE 6HCLL Bc KEPT At O� P3p � 5p pEGI'c-: F CJRY- L�
FOR iHE FlRST SEVEN (l) DGY6 AFiEFi PLACEM-_T't.
0. G�RINCi: CUftMG SHALL IMME�IA?ELY FCLLOW FlNISHIN6. �
I. WATER CW21NC. FLPTWORK MAY BE CCNTINIlOI15LY WPPE¢ CLLZD W:i" c FCG
SP�FAT OiF FLOODEp WFcN CUI2EbEGL[35 C6NNOT Bc U-'LI2=J. �¢ �
P'cRIOJ G SEVEN (V pLYS t11NIYL AApDING HCL D GVp 1=✓.-_'�D5).
"=5J4tIVELY GO�R'LIiH NON STd.I�,�L�-WA�ER C,. �'�- t�G�.R145 Mlp
CEc� 6ATlft4tED FOR SP� PERIOD_
2 FWNpGtIONS:
4. WET TftENCHES PRIOR TO PLAdNG CONCREtE ANp KEEP'cx=c�ED Su3PCE`
DAMP FOR l pAY6 MINIMOM. .
3. ANC40F 30Li5�. FOR GR4DE ASiM d36 65LV_
ROUG-H GA,�faENTRi
I. CJALT"A66� ANC i
A. GLL WMBER� GPLIFO�JIG 6LIIIDIM6 SiGNDARD NQ ]D-I "CL4561FlCATION,
DEFlNItIGN PNp MEtMOD9 OF GI2P� ING FOR ALL SPEQES � LUMBEI¢° �
B. PLYW90P GILIWRNIA BUILDING GOOE STANDPR� NO.33Q. "P�OOIIQ
6iANDA� P51/95"
G 'TIH3cR CIX:SIRJQILNStAVDPRC�S" (AIiC:,�TESi _DITIn'.
D. UNIFOi2F16WLDING CODE, CHAPTER ]3, LATE5T LOGALLY ADOPIED
E�ItION.
& "WCLIB" WE9iCOA3t WIiBER IN9PEGTIQ� BUREALL . �
2 M6'E 5-
A FROVIJ= WA64�R9, P�c- DRI LIK6. EiG 24YlI�D FOR PROPER
INB qLLGTl04.
B. FOR EMEI210R WORK FG5TENERS hHALL BE 40T-DIP G4LVAMZED,
NON-GERRW3. OR MADE Id15LRE515tqNT BY APPROVED MEtHODS.
c. eo�rs w w000: �
I. ASiI-I A-d91, 5[dNDA�J 6cMl-FN19NED YACHWE EOLTS AS SHOUN OR
2au�o. ra� -ae - i�a. �ns •ees cR se=� F�ate us.._Rs.
I:NL�66 OTHEFWI6_ SFCLLN SHL OE FROVIpEp IA-DeR CLL BCLi
E2AD5 GND NUiS. BOLiS GNp WALNERS WBJeQED i0 UF_ATHER 012
� MOIS10iFE 10 BE 6ALVANIZED Oft"�iAINLE59 S1EEL. BOLTS SOBJEGIE�
to MOIST cORrzoSWE ATM05PHERl- SHALL BE STAWLE95 SiEEL.
]. WEpGE 012 EXPPN5IGN GNCHORS °vl? APtER CAStIN6 SHALL 3E WEJ-IT,
RW RGI-ISEi/RE�HEAp iRUBOLT. RLiI DYNAEOLt, Cl2 HILTI KWIK BOLT II.
3. A4C.40i¢ EOLTS 6C pROM PSlM A�6 SiccL, OR TO BE dSYi GDOI
MACHNE90LT6. NOL, 6EtTdF�PVSliLwE�_
D. POWDEE-GNATEO FGSiEMING& HII-tl NK
E. FI24MI�:a HARDWARE: PROVIpE FR�MIN s HARDWARE d5 C4LLED FOF �
CN iH2 pRAWIM1li9 OR AGCEPtABLC EGNJIYALENt H4ftDWARE CALLED �
F0�2 0N THE DRAWIN65 16 MANIIFAGTURD BY SIMPSGN CO, 9AN
L41DR0, GATALOCi G-3000. iHE tl5E � ALL OiHER CANNEQORS IS
A SI.BSTITUiION GND �C�UIRcS WB��ITiA� CF GOnPLETE EaIINGLENc=
pAtA LF-=RE SJBJSt'D O A MOiST <ND CGRROSNE 4T'05FMERE,
FUB2IGG c �ftCJt STGINLE&5 SiEEL
3. STRIICURAL WYiBEE AND �TRIIGNF��N�AT�INC: .
A. 11L M3EF
I. 61ZE P2R IN�OSTRY 5TAND6Rp5 FGR NOHINAL 512E9 SNOWJ, 545.
]. 51L'_5 ON CCNCREt_ OR M<5GNRY: NO.2 ?R'c5511eE iR=ATE�
J��L45 FLR.
3. IMc�ilOft STRIlQUR4L FR4MI� SNdLL BE �O �LPS FR WItH G.�WDES
AS NOiE� BELOW GLL GR4�ES At E PER WCL�B 9TANDARp G�ApING
r�OLcS •Il.
e. AL PEW-IANENiLY EXPCSED <INTER'�OR CR PROiEQED FEOM
IITc61HE� PIiAI-IING SHALL 3E ScLc� STPoJCN12dL GR6oE WRH NO
BOX VEGRt.
4. cXCEr PER I GBNe, WO, MINIMIIM GRA7_6 PREi
a. Roo� <Np RocF JOISib 4N� Ft4W ER6 (h) qNp Px8 6TJD6, DF9.
b. 3x4 AND 4x6 SltlDS GND FLA?E6.D1�
c. 4x GNO L4rz.� R DF'I. BLOCKING, DF'°.
d_ bxe Fn� �^�a'+ e=c5i 5 GNo aeGi'S _HA L aE PER 4c LL1+_N 6o Na[Eo
CA .. JR..WItiS.
g. stwc-uen� woo� saeara N�:
I. PLYILbOp: ALL STI211CtOR4L PLYWI')Op SNALL BE GR4DE MARGED
Poi2 CIX�IFORMGNGE WITH IIMFOPo'I E�llLDING CODE STGNDARp 33-1,
"PROIJOQ STAND4RD P61-94' GN� 6HALL BE iAB121GtE� WItH
EXTcRIOR GLUE G-R4pF5 SHGLL BF �5 REaWRED GW THE DRGWINGS.
1_ C-icINTCJ S7rzAVD 2OGQp (0661 dPL GftoD= 6i� �D FTID
GLV'J'<CiU¢cD WI1H EMCRIOR GWE MAT 2c SUBSTIIDTcp FOi2
eLYLL'OOD UVEN GR4DE 9GI'1P5 PNt� THIGKNESSE9 A(2E E�IIIVGLENt
IN SLZ'NGiH 5tll-FIE55 4ND QU4LItY t0 ?NE PLYIWOD 6PEQFlED.
3. PLTLL'VOD N4ILING 9HALL BE AS FEPWRED GN THE �RAWIN 5. DO NOT
O�¢DR ve (�O NOt BREGK SKIN GF PLYWOOD FPCE SHEEt) OVER
DrtIVIM1G WLL BE CAl16E r0¢ FElEGt10N.
4. PI I.YqTIC NdILIAG D VIC�S S6P L 6_ FpJJ6iGBLE O L!G' NGIL HEPp6
�O M1O �cNETRA E C-CIA p PLTIWJOD. �/JYiRdQOR SH6 L SUB"9i
cOJIP'icNT AND NAILS FCR �Z--NEW FRIOR TO IlSE.
5. ROP' AND FLOOR 5HE6i41NG�. EXCEPTNG "PANELISFD ROOFS", LAY WITH
FAGc GRAIN PERPENDICULAI2 TO ROOF R4FTER5, ROOG TRIJ96E5 OR FLOOR
JOISTS. STK-GER PLYWOO� SHEETS. BLOGC ALL ilN50FPORtE� SHEEt EDGE3.
WR4 0x MPiERIGL pNLE55 NOtE� OTHERWI�E.
6_ UA� .,HEGiHI 'I.Cii LGY'llIT4 FGGE 6FGIN FI H=� PdRG FL OR r RP'VpIOJLAi
TO 5bD6_ EXP05ED �lTGii EpG-ES 64G L 60 5c/+LED A; �G:^iMENpc� 3T
MAW-GGNZ'R BLOGK GLL I1NSIlPFORTcD SHEET ED6E5 WIiH Ix I'1A1EftIGLS
IINLc55 NOT_p oiHEPollISE.
4. acUeN HnROWa2c,
G. � GN $:
I. BO� Ih IW^O� 5PA '� ,.E YGCI.IN'c B 5 AV� LG 5-. L�'iB TJdt
FO i 10� TaGN �r' 6 H^2dD WILL Bc.eR �41N5 IU90p_ 30LT
'.'O 5 I� LbGD SHAL_ 3E I/3]" OVERSIZED. BOLi HOLES FOft 61LL
PLAiES Yar BE 1�12" M4XII'ID`� OVER3IZED. HOLES IN STEEL SHALL
BE VI6" OVERSIZED.
3. P�¢GVI�JE `aI1PRE PLAtE OF MALLEABLE IRON WASHER MID NOt At
HEnp GERc 9ECr21NCi 16 K-GINST 'LLOOD, GOT WPSHEft IINDER NUi
� E IT 15 G6CINST SiEEL WdSH-R WILL NOt BE REQUIRED UNDER
"E �J P GG¢R�K- 3pL5_ FicOvlpc �IALLFl3LE IR04 WA51lERS
L"'^ E xPC�ErJ.
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SPEGFICATION
REVISIONS:
suie. ns r�o�o
ISSUE: ]ULY 25, 201J
S0.1
_ . - _.. . _ _ .. . . . . _ . ._._ .. . .. . _ i. .__ . . _ . -- - . ..
. . . . . . . . � . . . . � . . . . . . . .. NOtE �� �. . .. � . � .
. .. . .. : . . . �Cz�N�RA�: � � � . � . ..r'IAT�RIALS; � . . . . . . � .. . . . . . counuuaseansnareee�r*o�P�aceearawisrouc�s � .
, � � I. ALL M4TERI6L9 AND WOPoGMANSHIP SHALL CONiORM TOTHE PROJELT � � � � � � � � � STANDARD HoqC �
� � � DOCIJMENT3, APPLICABLE REQWREMENiS OF iHE Y016 EDITIGN Ci THE L FOR COMPLEtE INFORYIATIP4, 3EE SPEQFICATIONS. SPEQFICAtIONS SHALL � � '
. � .� . �. � GALIFOpJIA BWLDING CODE <CSC), GND 6LL LOGAL OrtDINANCES, tqICE pRECEDENCE OVER THESE NOTES IN iHE EVENt OF CONiLICT. . � � . . � � PER � tYP�
� . CODES AN� OtHER RE�WREMENT3 . � � � � . � ' .
� .�. . . � � 3. THE DOCOMENiS INDICAtE GENER4L AND tYPICAL DEt41L5 CF 1. EXPANSION ANCHORS: EXPNi51GN ANCHORS SHALL BE HILtI KWIK BOLi �� � gpL} &SE � PLAtE WYVEf � 81D ORW/SIER �� � � ENGI'NEEBS♦
� � � CONSTROCTION. 51MILAR DEtAILS GPPLY� t0 SIMIL6iF CONDItIONS � � �� ICBO: ER 464t INSiALL PER MFR SPECS. � � ��
. � � � � . SUBJEGT TO RE V IEW BY iHE Ai¢GHITEQ/ENC INEER = OTE3 AND � � � qND ICBO RE?ORT, 9E' IGBO REPO�FT� FOR � . � %"0 .]"x]"x3/16" � I"ex3/33" � � . . a' wV uqwt 9W,�51e 10BE .
� . , � �Et61L5 CDI T4E DR4WING5 tAKE P.�cCEDENGE OV'R iHE GENEft6L .. � � . 6pDRIONGL WFOFct1ATION. . � . �„m � � . eunmpamn Ce ab�o
� � NOTES AND TYPICAL �EtPILS IN iHE EVENT CF A CAIJFLIQ. � � � � . . � 3 x3 x� �I e 0xl/64' � � � p. � itl (650 BRo-BSS
. . . . Q Fv I6503 �]T e�
� � � 3. EPDXY ANCHOR'a: � IISE 51MPSq�I 3ET XP PER E6R 3508 � � e"0 2 ii #�i x P�j ex e � � E ma0 f
� . � 3. iHE cONTRACTpR SHALL BE �SPONSIBLE FOR COORDINGTING iHE � � �� � � � �
� � � � � W013G OF ALL TRGpES, SNGLL GHEGK ALL DIMEN510N9 AND � � � . � � � �. �e"0 pi� xpry x5/16 4 0x5/33" � . Q � � FE �W� � . �
� . � . ELEVCtIONS, AND SHALL COORpINAiE iHE DOC�MENiS WItH � q, NCN-SHRINK GROOT: COMPLY WITH AST Qlmt - � � � .q � -� �` " �� LAP PER 6 .?� iOME `°
3 x3 vb/16 4q Os11/64'
� � � CONDITIONS AT THE SITE PRIOR t0 iHE StAi¢T OF 6NY WOPoC 6NY � � � TY�' ��� pp ,
. .. . . � . DISCREPANQES SH4LL BE REPORTED i0 THE ARCHITEQ/Elw'�iMEER � � � � � � I"m 3 x x34� x'�e Ph oxll/64" � � . o.19m �
� � � � � GND 6HGLL BE RE00LVED BEiORe PROGEEDING WItH iHE WGRK � � � . . � � . . �e � WALL OR ro:ao-iv �
. . . .•. . . . � I e"0 . 3�a v3h xO' Ya�j•>xll/64• . . FTG �FEINF • .
� -. 4. THE CONTRAQ D�F4WING5 REPRESENT THE FINISHED Si�CIIGNRE ANp r � � �� � � �•� ��� �pP�p
� . � � � � . � . pa NGi INCWDE METHODS, PROCED��S C2 SEQOENCES OF SCOP� Or �ORK' � � � � � � � � . . 4�ff [n��`'� . .
� � � CONSTRIIQION. THE CONiRGGtOR SH4LL i6KE NECE554Rr�� � � � ��. � �
� � .� � � � FRECAOtIONS t0 MAINTAIN AND EN9�RE THE INTEGRITY OF THE . � � � � f�� 9W. PL41E:3 VP X 9 �/i' X Vd' � � . �� � � ix[ �eomun auwrvcs eum¢'w( ne �
. � � � � � � . � SIIYJCTIIRE DORING CANSTRIIQION. CONTR4CtOR SHALL DESIGN, � � � � � � � � � CORyER ANp INTERSECTIN6 WOLLS � � M�mu AputluA . '�. [
.. � CONSTRIICT AND MAINTAIN ALL SAPEtT DEVIGES, INGWDING SHORING, SEISMIC WOPoC CF iHE GDDItIGN CNLY. EXISiING BUILDING 6EISMIC 11FGR4DE IS EXCLIDED. .. � . � . . � ��,y,��pu �A PoOA�ofWpN ¢� `µf
�. � � GUYS AND 5RAQNG. CONiRGCToi¢ SHALL BE SOLELr iFE5PON51BLE � � � � � I��' p � //� ��� �� pT p � �� � Ilf(Eiurc wo � �
� . � .. . � . FOR CGI rORMWG to ALL LOCAL 6TATE MID FEDER4L SAFETY AND -. . � � WAJHER SCN�Q��� � /,\ CONCRL I E�R6 WF �- PLAN �. VIE� � a�supE mE' . fl[ ..
� � � . HEALTH STANDARDS, LAWS�, FEGULG110N5 GND ORDINANCES. . � � . � � I � . � Myy,LL,y�p �
. . . . . ' . . . � . ��� xo .
[ENE6 INLW�IN S G
� � � � 5. SHCP DRAWINGS SHALL EE SIIBHIttED FOR REVIEW PRIOR TO � � � . � . � � . . ��� ��^�� �� �
� � . FAERICATION. R210R?O SOBMItiGL, iNE SHOP D24WING5 SHALL HAVE � � � �. . . . � . � .. � SIBL` �G't0A5G3dIN roui wca.
. . . . . [ Wl WEIY, FPEYRM1 A10 � �
� . . . .. . BEEN Si<MPED INDIC�tINfi THAi THE GOAITRQQOi¢ H.OS VEi¢IFlEO GLL � � � . � � � � � � � � � - ros, uwS o[cu4nm2PNo
. . . � . � �I.�'R�KiS�Fa sR.cmIUL mUlrv¢rs IR�
. � � � aIIANTITIE3, DIMEN510N5, FI'cLD GCNISiRIICTION CRIiERIA, MATERIAL6, � � � � � � (EJ WALL BETOND � � � � � SccPE a utlAR W¢ IN m'wo[m[ �
. . . . . . . . , . AND 511-IILAR DAtA . � � . . . . . . . . . . . . .
� � � SN�ARUJALL SGI-!�DULE C4) C2) � � � � � �°�` "`"°`""°a���o��o��,�ox
�i M flNLIX
� � � � � 6. 1HE CONTRACTOR SHALL RE610RE ANp RePAIR ADJAGeNt GRGl1ND5 � .� � � . LLRIA�nav sirz. o XaE
� � �� � � � OR STRIIRORE5 THAT ARE CHANGED, MODIFlED, �FEMOVED OR � LAP 6' t0 1E14x �. � � WAFPPAoonne [imunn x�mu ��
µ�
. ��� �� . � � DAI-IA!aED DIIRINCi iHE CON6Ti@1Gi10� I 6HOLLN IN THEBE DR�WING6_ MqPoC $HEqiHING N41LIW' IFEW � ABx i' � BEp' � . � 9/4 t1G PLY � W/ l4J V4"m 6DS! 9'bG . � . � . � �p���fluB AAE m
. � � � 1 REFER TO TH'c PROJECT SPEGIFIGATIONS FOR ADDITIONAL � � 3(6) ��"SiPo1C I PLT 16tl e 3" O: 3A' d F9 e I6" OG fl) � . . � , � . SLAB PIPE � � � � �
. . . � . . . INGOptATIGN NOT NOtED. . . • . � . . .. .
� �� 8. REQUEbt6FORSLIBSiITI1TION5HALLBEPGCOI-IPANIEDBY � O�F'� k'N6IFJCIrYT 10deq�OC 3/4"dABe3q^OC.fll . . � � � .
� � � MANIJFACTIJRER'S APPQOVED Pr20DIlQ EVALU4TION5 REPORiS (ICBO � � � � � �
- . � � . � � REPORTS) AND A LI6? OF ALL PROPO6EO 611BBtIt4tION6 t0 iHE 6 6) �"SRLC I PLT 16d e 6" Q: 52" d P3 a 3Y W. � � � �� �' . [
� GRCHI?EQ/ENGINEER AND OR9 FOR REVIEW AND WRITTEN APPROVAL � . . � � � Y��"' - y O��.J C y"�¢C s
' � �-
. . . . . . 0 (6) " I'Ods)`OC 3/4"tlABalb"Q9 � � � �
. PRIOR TO FABRICATION OR 115E. . � � � - - � � .
� . . . � . . � .. . (NRX6 PT � 16"OC � (E) PLR JST5 SAND �
� 9. PIPES, DUQS. SLEEVES, CHASES, ETC 5HALL NOT BE PLACED M . (U = 115E 3x SND, 2LOCKING CND . EX�ENO � LGP t0 (F) 3X � _I - � PER PLAN . � � .. �
� � � � � SLAES BEAMS OR WALL6 11NLE65 SPEQHGFLLY SHOLLN OR NOtED. PLATE a PLTWOOp EDGc . � � � � . � � I I � � � � � �5mll VqPOR BARRIER � �
� NO ETWGIDRAL MEMBER WLL BE Gllt FOR PIPES OIlCiS, EtG ONLE59 (]) = p5E PL?TE WGEHERS 3X3XI/4 � � � � � � �
. � �� � � SPEGIFlGGLLY SHOWN. -0BTAIN PRIOR WRIITEN APPFOVAL iOR � (3) = 9T4GCER NGILS. � . . � � � � CGi IPACT (E) GRGDE . . � �
. . INSiALLATION Ci ANY ADDItIONGL PIPE6, DUQ6, AND G20UP OP � (4� = FlELD NAILING- 64ALL BE 10d � � � I� � I� � � �
. . . PIPES EtC. . � . � m 13" aC-TTPICAL . � . . - I I-. . . . . . � . � . .
. . . . � . (6) : 1YP. EX1. PLY. ONO. � � . � . . . - ... � .. . . . . �
� . � . Im. iHE IJ9E W NEW CON5TPoIQION FOft iHE SOPPORt/StoiFGGE OF � � � . � �. . . . � � . �
� � GON6TROGtION EQOIPMENT Oft MATERIALS 19 RE9TRIQED TO THE � �m !E) PiG. 06E EXPAN610N AN�ORS (EA) .
. � . ... � � DESIGN cCPACITr OF THE NEW GONSirdJQION At THE 11ME It IS 10 BE 3" EMBE� HA1CH DIA ('F. SPEQFlED AB � � � �� � . � � � d
. . � � 03ED iOR `�a'JCH 50PP02L PLAGE M4tEf21ALbft EGtUIPMENt 50 GS vERIiY lE) AB SIZE � SP4GMG � � t�� p /� p . �
� .. . � . � � NOTTOEXCEEDiHECAPACIITOFINDIVID�ALELEMENTS. � � � %�S�CTION � �EJWG �\ CiiNpUIT UI\D�I\ JLAI� �Q � e
� � � CONiR4CTOR t0 FROVIDE 4pEL]4AtE, ENGWEEREp SHORING WHERE
" � DESIGN C6PACITY 15 NOT SWfIGIENT. � � � . f - � . � p s � .
� . IL CNGNGES ta piFGWINGS ARE NOT ALLOWED WITHOOT PRIOR WRITTEN S� SCN�pULE � � . � .� O� Q� g .
� . . . APPROVAL � n^a � . . N0��5: . . . . . . � . � . . � � J. � �' . .
� . � � . . � I. PIPE EM2EDDCD M CONC i0 BE PROVIDED Wliq pLEXIBLE COO?LMGS s ENiRY/EXIt POINTS � � W U �
. � . �� ¢. SLEEVES SBG L BE PVC 3" LAFGEez iHGN P PE. � � � � �
� � 3. NO PIPc TD 120N PAR4LLEL IN FOOTINGS, STEM OR CURB � �� �n �
� � � � I��NS I �NS: � 4. WR6P PIPES W/ �h"FOAM SHEET, 3 LAYERS I'IININONr. � . � �� O� a
� @ SIIBMIt t0 ENGME'cR WHERE 6ROOP AI2E FEQWRED. � �'
� � . . I. THES� �RAWIN65IL£RE P�PAiFED WItH iFE IMENTION iH4T ALL � � � W Q ��
. � � ELEVATIONS PkD HORIZONtAL DIMENSIONS tH4t ARE NOT SHOWJ � � � � . � � . C O Z . �� �
� � � �IftECT�Y ON iVE DRGWINGS 6�2 W-RAgL= F120M ?HE DRCWIN69. IT � � � �P �EIN2 � � G
. . . . IS IMEN�ED THGT THE CONTI¢ACTci¢ OSo tYE ENTIRc 5=1 cF �� � � � � � � � . Q [Q J . ��
. . . � DR4WING-5 TO ESi48LI5H vERiICAL .4hID HORIZONTGL CGNTROL FoiF � � � NO PIPES PARALLEL � � N
� � iH'c PROJEQ. iHE GR�WINGS FGR EAGH DISCIPLINE GRE i0 EE � � � � m LL�
� � � � TO PTG THIS A�A �
� . . . cON51DEf2ED A5 CCt'IPLIMENiL2Y t0 eACH OTV.EF NOt . � � � � � � � � � . N � ��
. � . ' . . � 9ELF SII�IQENT.� . � . . . . . . . . (V m �� �
x
� � . � 2 T4E SL�UGTIRGL DR4WING5 ALON= DO NOt INCLUD= ALL DIMEN510N5 . � . . . � ° �° . � . . . �u �
. � � .`IEGE59ART TO LOGGtE 6LEOCT02GL MEMBcR4, 3LAB EOG-E6, 6LGB � � � . � �
. . . . � . � . . . OFENINGS, EI-IB=DDCD ItEMS, C�R85, pEPRE5510N5, ETC. � � . � � � � . , , a � `� � '� F1G . . . � � ��
. . . . . . . . � e, �/ Q �
� � 5. po NOT BCALE DR4WING@ � � ^� " / a ' �
�. � . 4. USING iNE COMPLEtE SEt OF DR4WWG5 iHE GG4iR4QO�F SHALL � �� - r � � E�
� � � � PREPARE A LAYOIJT PLAN ESIABLISHING ELEVATIONS, HoiFIZ�IIAL . . � � iiw�d, �• / � � � � � .
� � � �JIMENSIONS,?NDOtHER �Z=LATIONSHIPSNOTSPEQFlCALLY9HOWN � � � � � � o�Su I� ��
�� � � ON THE ST'rtVCNR4L DR4WINC-@ � � � p FP-� I FTG W/ LEAN�{ � �
.. . .. . . . . . £ � i REWF TO �. __ CONC e pEEPERTRENGH I � .. ��
. � . - MATCH FiL
� . � � m� .�iEINF PIPEINBACKFILLEDSRENCH � ��
� � . . � 4 PIP=_ PIPE �
INSPECTIONS AND OBSERVATIONS: ,e M,,, �' �k
w�
� � � � REFER t0 INSFEGION FOP� BY 301LDING pEPt . . . � /� y� p /� p�p t �I C G � � �
� ... . . . I. SiWc1URALOBSERVAtIONSGREREdIIIRED3YT3A . � . , . / ' � IYI IC/iL I II L ��'ileU ���TIN�1 QLTiiI�J� � � � . € ���
0
� � � . . � � I. SHEGRWGLL N4ILING . �J � � . � � . . . �
� � � 2 FFAMING . . . � ���}}} . � �
3. PoONDATICN �MR � � � � � R BOIa
� � �.. � � . � . . � . niwMUM reiNFo�cw� sTee� eaR �aPs . �� �� � � 90� ��� � D14 NOTES & DETAILS
.. . . � � (9T6GGER6PLIGE60NE6PLIGELENGTW ` \ MW � �
. . � � � � � . SIZE LAP LENGTM &ZE LAP LEN6iH 56E LAP LEBC-tM R � �
. . . . . � . . R=3 DIA iOR 9 T0 �1 . . . � �
DESIC�N GRIi�RIA: R,��"`R'�•�"�
H �6 59' � R•3OIPiOR9i09
� .. � . SiOD M6 m 16" GG IMO 6 DIA CR 4" MIN � R.4 pIG FOR �B t0 WI
�I'•
� � . I. 6 PLIGAZLE GGD6 CALIFORiIA PLI6DIWi copc 4016 EDIiION � � � � � ��4 ��" � 66". . . REVIS[ONS �
. . � � � . � . . . . � p : 3xb P? W/ GB PER SW 9CHED � � � �, ,g lb, . � bSEY2�RP HOa�S � et�DS . . � . ./�.� 12.04d011 PCl
. . . . 2 ROOF LOAD9 PEN � .q � IY OC � . . � � �
. � . . . . . A. LIVE LOAD5 30 P5P . � . . � . (CLA55 B) � . 6 . 2 MM WR 61EP WG5 � �
. � � B DEADLOAO` 14PBF � CONGSLAB MINIMIlMB4R9P4QNG.4xBdFJIAM.ERR � . � _\�IMGx � yyr �II'IGX
�� � C. FLOOR DL � 14 PSF - � p. � � � � MAX �
� . . .. � . LL .40 P5F � � m E - � . � � �
. . � iORBY1515LAB511N0 ��
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- � ��
� � � � � , � EASIC WIND SPEED 110 MPH, SRE EXPOSURE C 3 SEC G115T � � CAST YaAINSi GRGpE . . . . . . . . . . . . 3" . . � � �
. . . . I.15HIL VB 6OI�OR4 MIIJ� .. .
� �� : 4. SEISMIC DESIGN: � xp 9�����G F�� �� LGR3ER O EARiH CR WELTMER �� � � �
. � EA.WAY � 1^oMALLER . . . . . . . .IY� LG-P.rt .
� � � R• 65 I= IID, SITE GLG55 O, GAtEGORY: III � . qs, �-
. 5p5- 13e � � . . � <v � I� SCALE: ASNOTED �
� �. � . . � � V=016W � � iORM_D NOtE%POSE�iOEARiHORW£Ai.Ic.F. .1 �� .
. . . .. . . � SLae - FRon ioP cF coNc . . . . . . . . . . . o^ .. . � W pE ic�EiuER . ISSUE: ]ULV 19� 20U
� � � 3ENO .yQOIIND PM. a EGLM -ND �
. � � 9�5 ?�B � � ALL BA!'c5 6X4LL END IN A SiGNOGRO 9m' OF IE0' HOCK (}'0 MW OP i0 K 6ARo
� � . � . �� FOUNDGTONDESGN- � . � . �
� '4 tIES 8 12'OC � �! E55 �EiAILEp OTHEftWISE . � � :
� . � � 1500 pef PER cBc � PER PLGN � � � ST��� �€ �
. . � � EXISiWG GONDITIGN HGY DIFEF PROM tHE`E �RAWIN65. REVI9IGN 10 - ;1 SLG I I ON r.� I YI ICAL RCINFORGNG DETAI�S � � � �� O�� �
� � � �. . �OME OEiCILS t1AY BE REQIIIRED. � �
_ �
- � � � . . � � . � � � p_q�� p_q�. PLY � l3)16d � PLY �14J16d � 4,-m" L4P — LGP N6ILING a SPLICE: . �
� � � � � �� 16tl m 6" OC - LOWER F' �G� (IR)16d StAG.�ERED
EA SipE
� . . � � � � � � � � 61AGGERED � � TOP ff � � EACH 51DE OF SPLICE �
. . .. . . . � . . . . II �� � � �. � . . . �NO CN PLANS . . . :1 �.
� — HEADER UNO SPAN 51
. . � . . . . EDGE N41LIhVi 10d � A35 c5, EE pry p�qry; 3 6 X 6�
� PL
� . � . m 6" pc irz^ oc FlELo � � � � � e' 6 x im STRUCTUflAL ��
. .. � , . . � � � � � � �� � . j PER PLAN m PERinE1ER � . � � . � ENGINEEHS♦ �
� � � � .�GFtER6 — (4)Ibd EE � ��
' . . . . �� � � �� 60LID B�K6 � . �. � � �d] �ryM &y SY fO6E . .
\ . (3)16d WITHIN I4"- : �Bu�lnqalip Oo BWIO
� � . . � . JI - 1p� ]x 58 s MID — SiLD SIZE ]x4 e I6 OG � *el. WO) 6PI 95fi5
� .. .. ... . � � . II L� /I� 6 II�\ I .. � .. I n B STIlDS 6. Oi.MAX IINO GN PLGNS . E m�e5�ba o�b �..
� + OPNL-5 LARfiER 6d e m � � �
/ V � � — C9>Imd iN HOLE9 W STlO6 � �
. � . � . �. / � � � � D3L 61UD E4 61DE pER TOINE
0
. . . . . �eL k � � lIRA ,
. .. . � '� 19'OC � .
� � � � � ' � � � �� � �� q �� � NO SPLICES - . ]054 �I.�" �
. � � 0'U5E STGRD4YP . F,pp�g a
� . . . . . . � � . . . . � � . . �. (DI6d EN EE tiB - �' CRIPPLE . � — 3x PTDF SILL �IE IlNO .��. •�q �ci�Py • .
. . � . . . . . 5TIlD �NO . . . E W ceU�°�' ..
. . . � . . . � . . . � . (DI6d . � � . . . � .. .
. . . � . . . . . � � . . . . � EA R � . . . .
. � . . . . . � . . . . . . . � .. niiN seu:rvm�s m ruin¢wr m�
. . , . . . . . . . � � . � . . � � � (rzJ AB MIN PER - . . . ro � � � urnpei mottairs3 w s[ahebts o�
� . � . . . .' . .. �. � . . . . . . � PIEGE Ci 31LL �2 � . . . LtlX9FlCI1011. INF Xq1IF!fIOA SWll�Ahf . . �
. . . . .. . . . � . eeme°i'�'mcvm�ffm�s�i"`wv.uve
. . . . . . .. . � . � .. . � � ��� M W � � e"m A3 a 48' . � 4�r4 � MIN � � . . . . m. s eorvrna[norv. m�mu'me sww �
� . . � � . . . . � y. �y . . . . X AUS4N MUNItN NL i4[IY �
. . . . . � � C M4X - UN � . � � �— BIJTT � . umNo, cvrs mo �
�� �� � � � � � � � � � � � � ROOP/PLOOR PLYWOOD NAILINCs PLAN �� �1 TYPICAL EXTERIOR STUDUJALL FRAMINCz ELEVATION � M;x � �°'"' � �� �fi�P���a�� ���«Mxa�����
aniE ixo rruw� wm nae wrn uio
� . . . . . . . .. . . . . . , � s, uw;. amUna� um �
. . . � . � . . . . . mwc� .
�wvms�'�m' �auucx�
. . , . . . . . . . . . . . . .. . . . . . . . . � � swvecrnercma �
. . . . . . . . .. � ra;rE.�ue�pawv�i�mui�ux
. . . . . ... . .. . . . � � . VDMM .�DHM � .
. � . � . � . . . . . . � � LR HAX � � JOISt ���orv�s�. owrucµ
. � � � � . 4x BLK . . . � . OR BEAM wnttxve �[imwnory ..
' . ' � � � � � � � DD�MA,�c D/4 � ucnrtauu�o[iuunveimixmem �
. , . � . . . . � . . . .. � DMM � MAX . vxaafwvtt
� � . � � WALL PcN � STRA? � . . . . � . . B k . . . Z H X'
� � � � � � W6LL PEN TO P05T � � � t � �
. � . . . � . � . . TRIM STOD l3J ROLLlS Si6:SEREO . 0 F � ry £ �j ry . . .
. . � � . � . � . � . . � . . � . � . � � 05T AN � SIMPSON HOLDOLLN . � . . — �•• � . .
P PER PL
�
. . . . . . � .. PER DR4WING5 . � . . . — . �
� . . . . � � � . . � � . � . NOT _ . .. . . � �� . � .
. . � .. AND WA5He . . . .
R
� � . . � . . . . . . . . . � a WALL SOLE R � . . . . . . . ry z . g . . .
€
. . . . � . . . . � . . . . . . � ST]I]Y E3 . � � £. � . .�
�j 4'-O HIN FRO�'1
II I —� .. HOLE iO TOP l2 .� � � � .. g
IIII II, II � WALL PEN TO SILL k � � � SPLICE � �
II�IX�I,', L� Q MEMBEiE � HOLE
. � � �. � .. . .. . . . � W6LL�PEN ��I' . , . . � . . . `
. �. . . � `� � 5" � � . . . D = �EPTH�oF JOISt oR BEGM . � � �
� � � � � illONOTCHE5+24 �4" B° �4" �� �� . � � . .. � �p'.�giIIDWIDTH . . � @
� . . �TR SPAGING-. ONE��� � � 0 HEADER < SILL � . . � qNCHOR 95T8 BY � � L • CLEA.F SPAN � � . §
� � � . � NOtGH e 10" 9PACING � r���I//�p�I � � /� SIMP'YJN � � � � �
. . . . . . ✓�I .` 1x 58 . . . e 1 � SEE 13 0 (E) CONQ D /3 M�IX NOTE . � Q O � 9 ..
DO NOt NOTGH OR DRILL ST1D5 � a/ Q `�
� . � . � � . � . .. p. ... AND JOISTS. WITHIN D' OR D OF � �� . e
� � . . `�+ / � . . � . . . . � � . . � . . . pJOTS IN WODp Q. � .
� � . � J rzocr �Lr PER PLaN . . . . . � . . � � � J . � �
��_ a �, o� �R�1 NOLbOWN ELEVAtION 3 NOLES 4@0?C4E51N WOOD 51uD5, JOISTS, BEAMS d PLA1E5 F� W �
A =�
Ra� �N � � ��/ ��
— 16d a 1P" GG 16d a I]• OC � ��,f� O�l. -� .
i.=ewias a . � � � 'ro'�mzxrrzn� � ����J Z� � ,.s
PLY INT2�FIOF GYP ED '�s m 3x FRMG �� � �.Q CO J €�
� � FOLL LENG?H GM6TI4- � e" GAP �
. . � eNnRe wn�� uo sPuee � � � . � � . � I I . � M � . _� .
wa�� o �I � N =� ��
. . . . � HEADER PEN .�..
� — __._ ._.. 3
� � � WGLL PEN . P05T 1 HD 16d e 12" OG I>" MM PENETRATION m Bd � � m� s,� �
. � � WFLL OPENIN!a, SAp � � PE�F PLAN � � � . � . I I°ie" MIN PENEtR4tION m 10d . . . � � .
. � MANOF. iRJ55 � � � STOD WALL � � �
. � � SW PCR PLAN — StIID WALL . . � . . . . �^ 4
� � � FAEQ4 PER PLA . . � . . . � � �3 ..
� � �EL 0x toP PLAtES � q %1 � ; .
. � . � � NO SPLICE . . . � —�J � . . . .. . . . ��
� . . . 2XT PLY � � PEN PER SW SCHED � POST 1 HD . . ELE Eq � �
PER PinN
. � . �. .. � � . . � �— PLY . . . � . . �. � � . �
� ��
. � � HARDY PANEL � . . . �. �S1ROD . � . . P�L �OD 3HEET3 ARE 4'xe' . .. �� �
� � . see uFxi � uFxs �12 ELEV4TION - �. p�r . � � � . � ��
EOGE NGIL P2R PL6N PIELD NGIL
� . � . �Ibd m IY" OC • 12" CC. NAIL HEAD9 SHALL 85 �
� � � � SPACINL-N � HANp pRIVEN FWSH WItH PLYWOOO ...�
. � � � � � � ' � � . 6ND WA! L � � � MINIMIM PLYWOOD SIZE IS ]4" WIDEx . � ��
� � . � � . � .. . . . . . � . . � 4B° LONG � � . . � . . . .
: � . � � � . � SECTION � rRiM sruo wau PeN z Rows �R sw � �� �. .. � . � � � �. ��
P�9* SCHED�OPO'' PLAN VIELU OF STUp UJALL /� PLYWOOD NAILINCs -$ECTION
� . � . . . . . � � . � . � P2R DII a9 PLYWOOD SHEGRUIGLL � . � , L-. ! .
. � . � .. . . . . . . . . y„m�� � � A5 12EQO BT HDA PLAN ON HOLDW SHERR . � . . . . . . . � . � .. . . . . DETAILS . � . .
� (EJ4X�
� � � � tYP SILL PLATE � � . � . �GALV. SHEEt MEt6L � .. � . . � . .
� � � . . . . � � . . . ?NCHO.�i4GE � 6W . � . . . . . . . . � . (N) 0W PLT . . � . .
. � � . . • FLL W/ EPDXY 2 .. � � . . � � �
. . � � . � . . (E) ]x � . . - � � WALL P TO SILL PLATE . � . . � � (W CONQ SLAB � . .. . . . � �
. � . . . (W PLY • • • • � � �� . � . � (E) 0x W/ NEW EXP. MICHOR. ..
I GDHESIVE ANCHOR SYSTEM 50LID 3LKG .� FER 6W 6CMGD � REVISIONS
. . . . � .. . . � � . tOP 0' I}�II 6 .'� . . . . \ �. .
. . . PE�� . .. FTG I "z . . .. PEN , � 1LOQ201) PCl
�� � � I�� I lE>CC?Ic6L4B�
� � coNc — /\� FlELD NAIL � I4" OC � ��
�� � /
� .. � � � � . . . . DRIFTGTH� I I �� �/ \ � PLYWOOD 6HEB . . . .
\ � ��' PERIME ER PER�S HED�LE I I I I
� � � ` l W 4EADER PER PLHN � .. � . 4x4xIR PLATE �— �'-1 � 6 . . . . .. . .
. . �� � � � � � WAS4ER l6ALN �� � � � EPO � _
� . � � qpHF 6' CONC COV@ � 0T11D5 e 16" OC � INTO 3' XY 3" �
. � 4x10 HEADER PER 03 . 3x4 L4P TO (E) 2x4 W/ 3-I/4"1 SDS e 8'bC . I. / . . . .. ... .
Instell eohzelve anc9ors per menufmtumrs and ICC Instruc9ons_ �\ / SILL R�
� . . . . . . � . � � � � � �- W-sn in:allinq�adFesive ancFors in e leung reinmrced c crete, � � � , � �� . . � � SCALB AS NOTED .
. and auuon io avoid cue:mq or damagmq iMe sxisung
. � � � � � � . . relnForclrg bare. Mxlntzm a mmimum clearence of I betaeen � � � . . � � � . . � � 1550E ]OLV 1Q IDll
� � . relnforcemant and tFe adFeslve ancnor_ � � � � � � � � � . . �
. � � � . . 3. AtlFsslva encYnrs sFall be MLTI HIT HY3Dm AdMaslve AncMr Syatam, � � � � � � � . � . �
. . � . � . . � . IGC NO: ESi¢ 3362 (o: slmoson ScT XP ICG NO: ESf2 35mB ) . � . ' � (El FiG FlELD DETERYIME 52E � � . . � .
. . � . . . � . � � � �rovlde Spedal Inspecuon. — . . . � � � � � � �vI510N TO tHiS pE?GIL HGr BE NE'c�E� .� 0 . �
� SECTION � EfaOXY NOLDOWN - ELEV. � SNEARWAL� PLYUJOOp NAILINCs ELEVaTION � SEGTIOi�
� . 3/4• _ I�_m. . . . . . . . � . � .
�
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P: bxs W/ HG�5 ?ER m� � 563
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DETAILS
REVISIONS:
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SCALE AS NOTED
ISSUE:IULY 19, 20ll
S2
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�—
. .. . . _ _ . _ _ ._ _ ._
BACK TO BACK �EINFORCED ANCHORAGE (BB—RA) REINFORCED ANCHORAGE (RA) UNREINFORCED ANCHORAGE (UA) T,qBLE NOTES
�� � �� � 1. Designs are to resist loacling �per ACI 318-14, Section 17.2.3.43.
Panel Rod Bg � A Panel � Rod R!+ � Rod UA
i � Dia Rod2�3 le C 5 6Shrrups`� Shear� Model Width Anchorage� Dia Rod2�3 le4 C 5 Cyp6Stirrups9 Shear� Model Heighlt %�nchorag�� Dia RodZ•3 le Ca�58Cap6 Shear��8 2. STDIOdIC81B5/if1CfI0fSCp�pPIYIf7gWIIf1,4STMF�554�f2dB36 '
Model l4idth Ancharage � a1 �a2 a�
��',,,� (,,,�_,c�ade �,,,� �In) � M) 0�) ries p�� (In) ��ade (In) (In) (�n) (���� r�es �,,,� �rade �in) �in) ries with a Hardy Frame Boli Brace (HFXBB) installed with double
— �— STRUCTURAL
# 3(mi0) # 3(min) ' flp(5 Ofl �h0 BI11bBd Bild. ENGINEEHS♦
HFx-ex s �i-ve-sr[,_�e-q,a sTo �s a-#a @ h'Fx-sx e i-va-sro-an sro a-#a @ rfFx-s. �s.s��-e�� �3.� HSindicatesAnchorscom I in withASTMA193GradeB7wiih =�wp�����•�oaE
embed entl (HFXBB not requiretl). �
3-3/4 OC _ 3-3/4" OC t 1/8-STD-�'3-19 STD �3 19 P y 9 e ewm �
��%3�4 - 19-3�4 a 112"x3"x3" Min Plate Washer installed with double nuts on the .-'° "��,�
1-7/8-$T6.�@�,9 STD #3(min) 1-0/8-STD-R4 STD E f 3
HFX-12x 12 18 11-fl4 HFX-12x 12 9-A4 HFX-02x 78"-10 � �°'"
7-il8-HSgBRA HS @4"OC 1-1/8-HS-R4 HS 1-0IS-HS-2�-3� HS 20 30 � �-�E �q
- — �-# a 4. le = length of embedment from the to of footin or rade beam 4 rowe f
#3 min � �/&STo4��-2o STD 14 20 p g g uaa �
i-va sT� �°-aA ST° HFx-�ax is �-��B-STD-RA ST� O HFx-�5x, iex �e - �3� to the top of the HFXBB F3olt Brace (top of the embetlded Plate �
HFX-15x 15 — -- � 20 12-7F4 y��OC � � � � m.�es��
�-'I/8-H9-C1l1.liA HS 1-V8-HS-RA HS @ . �,s:nis x
�-�ie �� �-va is �i io-na i-va Washer@HSanchors) � p�
�a.'�umua
bV8-STLuxg-IiA STD� � 14/8-STo-RA STD HFX-15x,78x � 1-1/B-HS-2030 HS �20 30 � � <<i��a^.+ �
HFx-iex ia za �s-n a HFx-iex 18 Ba11oo� �a� -zo� 5. Ca1 = distance from HD Centerline lo the end of the footing or
i va H�� Ra Ns na �m��) i vs-Hs-Rn Ns rade beam. � � c-,,.,
zo-5is zo-sra 9
'i vasr� �s.�a s10 �4" °C ���ie-sTo-Rn ero �-�ie-slo-ie-eo sTo ia 2o I 6, Ce2 = dlstance from HD Ceoterllne to both the front and the baok
HFX-21x 21 �� � �6-#4 HFX-21x 21 1t-#4 HFX-21x,24x 78"-13' _
i v�H ae ea Hs � i-��a-Hs-Ra r+s # a min �-ve-Hs-za 3a zs � aa face of the footing or gracle beam. �.
nFx-zax za � ��8'�TQ ��"�`� ST° zs �� �e-# a r+Fx-za. za 1 1/8-STD-RA sTo �Z �4 @ 4„ o� HFx-zix, zax � z-# 3 7. Shear Ties are Grade 60 (Min) rebar and required for near edge ,� ,- '"
� Balloon �4 - 20 �'��8'HS-20 30 HS 20 30
i vs-H,.:��-�� Hs �-va-Hs-an Hs tlistance conditions per ACI-318-14, fc = 2,500 psi, Curbs and ��� -���_���+��w .
—
nnrt. r �. .n: mwm
BACKTO �}AGK RI=INFORCED ANCHORAGE NQMENCIATURE REINFORCEDANCHORAGE NOMENCIATURE UNREINFORCED ANCHORAGE NOMENCLATURE . SiBlll WBIIS I1lUSt I7B B�IIICII �flllfl� Wl(IIII fOf UA 811CI RA� �Z II1CI1 �a ow"�� �
1-118-S7u B@�RA � 1-0IB-STD-RA 1-118-STD-14-20 � � (fi1111�WIdYh{OfBB-RA. � �� ' .'�'���r�°
I �-R6INFORCEDANCHORFlGE LEfI�&EDGEDISTANCE(Ca1&Cyp) � � � � �'F�F � E
'BACK TO BACK" INSTALLATION � � �REWPoRCEf� qNCHORAGE I I �EnABEDMENT �EPTH i S. For UA applications, adtlii:ional ties may be requiretlat stem
�e) �rz eu eiornew�
� ROD 6RADE � � ROD GRADE � q�]D GRAOE � Wa��$. ShyBf TIBS 81B 001 (@qplf2d FOf IfIS�8II8�lOf1 aWBy {fOfil 540Pi °
ROD DIAMETER ROD �IAMETI=_R R'��D DIAMETER � ed9e (SBB (IB�aII �A�, IOStg��a(10l1 OIl WOOiI ffBlillflg, Of f0i IRC
, � � z�— Braced Wall Panel applic.�tions. ��
� ca2 � �a2 ' 9. Stirrups are Grade 60 Qviin) rebac See table for size and �
zs M�� a° ; —�� 5 zz" Min 0� t C� spacing. See "Stirrup LayouP' diagrams and "Key" for layout �
� �a� � � O � �a� _� O �a�2 O patterns. �
I�� 10. Concrete Edge Distance< must comply with ACI 318-14, Section g
� k� � �-a1 �^` � Min. 2'-6'=.k � Ca� . Mia 7-6'� � . �Cy� �' �a1-= � � � 17.7.1 � . .� . �
i
� o 0 73°- BEND 2Yi'(Mln)Over-Lap � � o 0 135° BEND .. O O. O . �
��� � � y�q,� 2��' (Min) Over-Lep 2;z' (Mln) Over-Lap
� RADIUS �� '���
1e+1" �� �I- #3_3Ya" �� � ��.-\.\\ ##� �US: � � � FADIUS: � � � �:
� - ; � Mio .-� � 18" �ji � RADI �
,,4 � � j� � #4-4Yq"Min ' '�i'Min � � - . #3=1%z'Min �� � � � 0 � a
US � �"RADIUS "Min � . #4=2"Min Q, Q
I EDGE VIEW
� o o �\ � LENGTH � *— � � � LENGTH � � � LENGTH � 2-3/4" FOR O 0 p�j �
�13"Min� '-' � �9"Min� . �_� � PANELON J J Q �
15" Max p€� 3EQ � ��"rwax SHEAR TIES NOT REQUIRED WHEN � TOP OF CONCRETE � CONCRETE � � W U g
A B B A A� BSPAg A A B SPA g q KEY 2E� 3E� KEY � � Q�
A B B A A B SPN g q SPA g q � s�
� � � A- 2-1/2" o.c. A B A= 3' o.c Model Len th �nd Distance Edge Distance Model Width �.�A � (B� � � �� ~� W ��
� �� I I � � � -i I I� � ��I I B 1-1/4"ea ��� � � � � �� � � B=11/2"ea 9 > > . (� O � �
Side of HD Side of HD HFX-9x 7-1/2" 2-3/8" 23/8" HFX-9x 9` 5-12" W Q Q ��
HFX-9x HFX �i2s HFX-15x - HFX-9x HFX-12x HFX-15x 1-3�4'� � J Z ��
.,L--,-YTYi-t17 I I I I I� I I� I_.� . 5aYtt1�YY� I I I � �. 7e� � � �q: SPA B A A,8.. SPn B A A 8 A A.B. A HFX-2?x ,a18' 9-3/e � 1/2�� � HFX-21z 21' �9334�' Q m� n£ .
2^ 6-1/4" 3-1/ HFX-12x 12'
A B SPA B A A B 5EQ B A A B SPa B A 9EQ 4EQ HFX-16x 12" 7-3/8" HFX-�Sx 1,t
� ��{`��¢� � I I�jI HFX-18x 15" ' S,� HFX-t8x 1&' 2-5/8" N m ''�
• • • I I I I I• • I I I I I�i I I H I I I� � I � � , 15-3/4' '`
� � � ��
HFX-18x HFX-21x HFX-24x HFX-18x HFX-21x HFX-24x HFX-24x 21" 10-3/8" 6^ � HFX-24x 24" 1a-3/4" �a �
BB-RA SHEAR TIES �g ;TIRRUPS 3� RA SHEAR TIES & STIRRUPS � UA SHEAR TIES � A HFX ANCHOR CENTERLINES O ��
_..__ __ -- w�
4" � A. #4 (Min) Horizontal Rebar � � A. #4 (Min) Horizontal Rebar A. Shear Ties per UA Table � � �. � ��
y-.� Top and Bottom by EOR To and Bottom by EOR B. 10" Max or per Plans `" �
. B.le-3" � B.12'pMin c.�eperrab�e 'IMPORTANT! �� �� � g� � ��
. C. le per Tahle C. 15" Min D. Ca2per Table ;� �
D.le+7" D.22"Min E.±�"fromTopofConcrete � � ,�� �
E: CL = �0" Miq 12" Max � E. CL = 6" Mlq 8" Max � to�CL of ShearTie G .
F 2-2"(Mln) F.1'-10"(Min) � � e F.1"CL UpperTwoTies �� ANCHORAGEISDESIGNEDFORTENSIONAND x
�'��� � A� G. t9" From To of Goncrate to "�� - n `
ri i. .,� P i i�F _ A G. ±� From Top of Concrete to � G. Shear�ies per RA 7able I SHEAR TRANSFER ONLY, FOUNDATION DESIGN � �
i� - _ � - i � CL of ShearTie �„ - ' _ _�- �i� � � � PER EOR.
ry CL of Shear Tie � when To of Concrete ��
_ � - H. 1" CL Upper Two Ties �+ H. 1" CL(� Upper Two Ties ' is _ 8' a ove Top of Slab
� � � �. L Ca1 p�p� � � � - B C D �� i I ShearTi�s erTable � f H.12"Min � .
_ B C Q1 I Shear ies erTable I �
�I u -� '- J 2'-6" Min UNO b EOR � i J. 2'-6" Min unPiO by EOR i � i ',i �y _ I�Ca1 perTable Q, REINFORCEMENT SHOWN IS THE MINIMUM �
'� �_ i I-i�� K. Stirru s erTable � -� K. Stirrups erTable i i�� --_ � �� .
�,�i-� i�. � ii per Table p �� � 6 L Ca1 per able � ➢ �-i� . . � REQUIREMENT AND IS NOT INTENDED TO� .� nNCHoenceoEraas.
I, 1 .Il = = T — - — — — - � � HFXPANELS
� Il � �i�� � r ' -° -� � . REPLACE REINFORCEMENT DESIGNED BY THE � . .
CURB (1� WIDTH � � CURB (fi MIN) WIDTH�- rr m..� ��- `= T �U� D EOR. � . .
D i�
� �, � �.. . B (6�� MIN W) IDTH �� � �
� _ _
- m ��. r � � 1 n i _.. � _ _ _ i . . �.
� - � 3. FOR RAAND BB-RA INSTALLATIONS, THE
EXTERIOR SLAB r- �F"-i EXTERIOR SLAB -�i� - r-n (�,� �G EXTERIOR SLAB -���r���i�r�i�, HFXBB BOLT BRACE MAY BE PLACED ON TOP REv�siorvs ��
INTERIOR SLAB � INTERIOR SLAB `� � WTERIOR S�AB OF THE STIRRUPS WITH DOUBLE NUTS .Y��, iz.oa.m.� aci
� ,�_�—r � �i�, � INSTALLED AT EMBED END OF STANDARD
OO� _ L C>� �� GRADE ANCHOR RODS (NOTE %2' x 3" x 3"
C�' �� � � CM'' � . � — � � PLATE WASHERS ARE� REQUIRED TO BE . � :
--N (n� � � �w aw'll� . � � � �lur�ir�ll'�u � - D ND O �
_- � • r -�- --�_.-- . �e } f - ---- - --- _ � L . . STRENGTH ANCHO . . S.) E . � . . .
-� � DOUBLE NUTTED AT EMB F HIGH ..
R ROD
D c a- �� i �.. -� D C B � [ 4. HIGH STRENGTH ALL-THREAD RODS PROVIDED
¢: „ ¢r,
' f �� � � ' ' E AS NOT D
o . . SCAL
e e �I
. . .
� �, „ .. �a` ""'�� � � 1�� ` „-.--.-. . `y' `w-.-.. � u - � �=T ENDS MES ARE STAMPED ON BOTH �ssue�m�v ieEzoi�
�� ' _.. � ; ��� . � � i� �.,; BY HARDY FRA
�..d'�i"Hi�`T� ,rL ��.-�r., �i Jdi.�'�-r��r i il Ill�llyi � � ql��l i�l�iidi-ni � i i u�TldT�lei "" I.��I�� � �!e'=h� �T u �. TLHIHTFmo c� �- � I.. ' HF
_i --
'. L � - *- L � �—y - B7
CURB @ OUTSI6E C�RNER CONTINUOUS FOOTING CURB (a��OUTSIDE:CORNER CONTINUOUS�FOOTING STEM WALL (a� OUTSIDE CORNER CURB @ OUTSIDE CORNER �
BB-RA SECTIONS &���VATIONS 3� RA SECTIONS & ELEVATIONS � UA SECTIONS & ELEVATIONS �� JMPORTANT NOTES O HFX�
SECTIONA''-'�� t`��� �° � C
�J
1. CAVITYORIENTEDF06.C4INN€:CTIONACCE55.
2 1 EA. HARDENED ROUDILJ, 2 E3.. SAE OR 2 EA.
ROUND-FLATVJASHEfi9� Ahl� 1 F�. GRADE e HEX
NUT AT BOTH EN�S. SE€ I IFXI FOR ANGHORAGE.
3. B INCH FRAMING ABOV� {MIN}. OO
4. A 2x FILLER WITH 1l4" x a•1lh" MIN USRWS
SCREWS (OR EQUAL) IS I��C�4AITTED.
�. WOOD BACKING RELD IN."iTALLED AS NEEDED.
BACK TO B�,CI�; INSTALL�,TION
�
NOTES:
A)OUT OF PL4NE FORC[S TO BE
RESISTED BY OTHER FRAMING
MEMBERS PER THE BUILDING
�ESIGN PROFESSIONAL.
B) BALLOON WALL APPLICATIONS
REQUIRE HIGH STRENGTH .
ANCHORAGE SEE
FOUNDATION PLAN AND
ANCHORAGETABLES ON
SHEET HFX-1
� 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER
RECOMMENDEDBETWEENPANELBASEAND �
� CONCRETE ���
2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 CA.
ROUND-FLAT WASHERS AND 1 EA. GRADE 8 HEX NUT.
SEEHFXiFORANCHORAGE.
1� 3 WELDED CONNECTION BY HARDY FftAMES, WQ (NO
FlELD CONNECTION REQUIRED).
4. A 2x FILLER WITH i/4" x 4-1/2" MIN USRWS SCREWS
(OR EQUAL) IS PERMITTED. �
5. WHEN REQUIRED BY THE BUILDING DC-SIGN
PROFESSIONALATTACH ADJACENT WOOD MEMBERS
TO PANEL WITH 1/4" USP-WS SCREWS (OR EQUAL)
THROUGH THE PANEL EDGE INTO THE WOOD
MEMBER.
BAL�OON WALL INSTALLATION
�
c� ��1-� `� ���-
1. 4x WOOD FILLER WITH I_I3p Mi'4F CONNECTORS (OR EQUAL) BY BUILDING /'� .
DESIGN PROFESSIOPJ/tL. ; �
2. V4"x 3" (MIN) USP "W8-Sg1?IF9" SCREWS (OR EQUAL). �UANTITY PER TABLES �
3. A�JACENTFRAMINGVVII'HV�'DIAb1ETERSCREN/SISWSTALLEDATTHE '
EDGES WHEN INSTALLINi; A4x FlLLER ABOVE OR WHEN SPECIFIED BY
DESIGN PROPESSIONAL. 1. 1/4" x 3" (MIN) USP "WSSERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES
4. OPTIONAL LEDGCR PR€=URI�L 3/16" DIA. HOLES, EVENLV SPACED IN FACE OF 2_ il4" x 4-1/2" (MIN) USP "WS-SERIES" SCREWS (OR EQUAL). WANTITY PER TABLES
PANELAND WSTAI_L 1/y' 91A.. WOOD SCREWS INTO 2x (MINJ WOO� 3. 2x WOOD RLLER.
LEDGER LOCATEO IN PANEL CP.VITV. �
5. CONNECTORANDATTHCH4d€NTBYBUI�DINGDESIGNPROFESSIONAL �
TOP CONNE�TI�N W/A-x FILLER 10 T0� PLATE CONNECTIQNS, �
1. 15# FELT OR EQUIVALtFdI AnDISTURE BARRIER RECOMMENDED BETVJEEN
PANEL BASE ANO GONI�RETE.
2'I EA. HARDENED ROUhl4�. 2 E�%�. SAE OR 2 EA. ROUND-FLAT WASHERS AND
9 EA. GRADE 8 HEX Plkl l AT BOTH ENDS. SEE HFXi FOR ANCHORAGE.
3. ADACCENT FRAMING WIfiH 1�4" DIAMETER SCREWS IS INSTALLE� AT THE
EDGES WHEN INS'fALLINf; Q 4x FILLC-R ABOVE OR WHEN SPEGFlED BY
DESIGN PROFESSIO&nl_.
RAIS�D FLOC�� @�EAD-OU� �%'
O
O
�y -- -
n'
1. 15# FELT OR EQUNALENT MOISTl1RE BARRIER RECOMMENDED BETWEEN
PANEL BASE AND CONCRETE �
2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND-PL4T WASHERS AND
1 EA. GRADE 8 HEX NUT AT BOTH ENDS SEE HFXi FOR ANGFIORAGE. O
INS�,�L';LATI�N ON FOUN�ATIO�, �
O
NOTES:
ATTACHME.�__ ...., __ ..." "
SCREW H01
WITH SELF
(#12 AT EDC
SECTION B
SECTION A
L TRIMMERS PROVIDE FULL BEARING FOR HEA�ERABOVE, DESIGN AND
CONNECTIONS BY OTHERS. .
2. 6x HEADER.
3. WOOD MEMBERS MAY BE INSERTEO VERTICALLV OR HORIZONALLY
IN CAVITY FOR BACKING AS NEEDE�.
6x HEADER A�OVE-S�CTION �
/
` -
4 oPrion
��• , ; SOFFIT
. y/�>': S S IDESIGN PROFESSIONAL
1A. WELDED STRAPS ARE AVAILABLE FROM MANUI-%aCTURER WHEN REQUIRED
BV THE DESIGN PROFESSIONAL.
1B. WHEN STRAPS ARE REL� INSTALLED THE DESIGN AND CONNECTION IS BY
THE DESIGN PROFESSIONAL CONNECTION TO P%�NEL WITH SELF TAPPING
SCREWS IS PERMITTED.
2. A2x WOOD FILLER WITH 1/4"x4-VT' (MIN.) USP "WS" SERIES SCREWS OR
EQUAL IS PERMITTED.
3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE
DESIGN PROFESSIONAL �
4A. THERE IS NO "INSIDE" OR "OUTSIDE" FACE OF P%aNEL TO PREVENTTHE
NEED FOR ADDITIONAL HOLES ORIENT THE PANEL CAVIN TOWARD THE
FlXTURE BEMG INSTALLED.
4B. A'I" �IA. HOLE MAY BE ADDED IN THE PANEL PACE WHEN IT IS LOCATED IN
THE UPPER HALF OF THE PANEL HEIGHTAND IS 4" MIN. FROM ANY EDGE.
FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST ALSO BE 1"
fv"NIMl1M ABOVE AND BELOW TFIE 3" �IA. HOLE PROVIDED.
4C. FOR HOLES LARGER TNAN 1" DIA. OR TO ADD MORE THAN ONE HOLE
CONTACTHARDYFRAMES,MC.
T0� C�NNECTION TO H�ADER �
O
�
HFX-12,15,18,21 & 24x78 78 g" Width =5 �
HFX-9x79.5 7g-��p � � �
HFX-12,16,18,21&24x8 92-1/d 12"Wldth=.6 q
HFX-9x8 93-3/4 3_t�Z �_��8 �5'Width=8 �
HFX-12.15,18,21 &24x9 104-1/4
HFX-92,15,1$21&24x10�16-1/4 �8"Width=l0
5
HFX-15,18,21 & 24x11 � 128-1/4 21" Witlth = 12
HFX-15,18,21 & 24x12 � 140-1/4 . � �
HFX'-15,18,2Y&24x13 ;152-V4 � � 24"Width=�14 6
BALLOON PANELS 14 FEET THRU 20 FEET
Model Net Hold Dow Top Screw Qty
Height Depth Diameter' Screw Qty` Available a
Number (in) (in) (in) (ea) � � Edges (ea)
HFX-15,19,21 & 24x14 164-1/4 . 15' Wdth = 8��
HFX-15,18,21 &24x15 176-1/4 g
HFX-15,1Q21 & 24x16 186-114 18•' Width = 10 _
HFX-15,18,21 & 24x17 200-1/4 3a/2 1�1/g
HFX-15,18,21 & 24x18 212-i/4 21" Width = 12 , �
'HFX-15,18,21 &24x19 224-1/4
HFX-15,18,2�&24�0 236-1/4 �4"Width=14 8
1) Hold�down bolts connect to the Panel base.with (7 ea) Hardened Round,
.(2 ea) Round-Flat or (2 ea) SAE Washersbelow (1 ea) Grade 8 Hex Nut
on each rod or as specified by the Building Design ProfessionaL �
2) 1/4" diameter USP-WS Series screws (or equal). Length is 3"�(minimum)
when attached directly to the collector and 4-1/2" (minimum) when
installing a 2x filler above the Panel.
3) Adjacent framing with 1/4" diameter screws is required at the edges when
installing a 4X fiiler above or when specified by the Design Professional.
�
HFX-SERIES 78 IN. THRU 13 FOOT
Model Net Hold Down 7op Screw qty
Number Hefght Depih Diemeter' 9crew Qty� �Available e
WSTALLATION INSTRUCTIONS
A) When installing directly on concrete, place Panel over bolts and connect
with (1 ea) Hardened Round, (2 ea) Round-Flat or (2 ea) SAE Washers
below (1 ea) Grade 8 or 2H Heavy Hex Nut. Secure with a deep socket
(recommended) until "Snug Tight". � �
B) If bottom connection is not detailed on plans, confrm with� Design
Professional 5efore installing on Nuts & Washers or on a Mudsill.
C) Use 1/4"x4-1/2" USP-WS Series screws (or equal) at top connections
with a 2x filler. If the top of Panel is in direct contact with the collector
above (top plates, header, beam, eta) usel/4 x 3" (minimum)
D) For installations with a 4x filler above V4" diameter screws are required
at the Panel edges to brace for the out-of-plane hinge or when they are
specified by the Design ProfessionaL '� . � �
0:::�� � G:•: ::0
9" PANEL 12" PANEL 15" PANEL
� .°,'.'.'.'. � ' 'J <'.'. .. .'.'. U I �.•,°.'r. .'.°.°.'.�
18" PANEL 21" PANEL .. 24" PANEL .
`/ z� -J
1
1 I .
. / 1O ' . ..:, .:;�:.
_ _ HFBX
- , ° I � �Il � OPTIONAL INSTALLATION N/1TH
, � � . � I � �I � "CI HFBX BASE EXTENSION FOR
� ADJACENTFRAMING
� . �
1. 15# FELT OR EQUIVALENT MOISTl1RE BARRIER RECOMMENDED BETWEEN
°' �^ ° '- � PANELBASEANDCONCRETE.
1. 15# FELT OR EQUIVHLENT MOISTURE BARRIER RECOPdMENDED BETWEEN �- � � �-� 2. 'I EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND-FLAT WASHERS AND
PANEL BASE AND CUNCP.ETE. 1. PWS OR MINUS 1-1/2" GAP TO BE FILLED WITH MW 5,000 PSI STRENGTH i EA. GRADE 8 HEX NUT. SEE HFXi FOR ANCHORAGE.
2. i EA. HARDENED ROUhl�, � EA. SAE OR 2 EA. ROUND-FLAT WASHERS AN� NON-SHRWK GROUT. 3. ADJACENT FRAMWG OPTIONAL U.N.O. BY BUILDING OESIGN PROFESSIONAL.
1 EA. GRADE 8 HE?: fdl1T. �EE HFXi FOR ANCHORAGE Z. � EA. HARDENED ROUND. 2 EA. SAE OR 2 EA. ROUND-FLAT WASHERS AND
i EA. GRADE e HEX NUT. SEE HFX� FOR ANCHORAGE.
INS�A��ATION �N 2x P�ATE OO INSTAL�ATION ON NUTS&WASH�RS OO INS�ALLATION �N CU�� 0
PANCAKE FI
ASNEEDEO
�� -
#12 SELFTAPPING SCREWS
AT EDGE OF PANEL.
(Bl1GLE HEAD WITH SELF
oRi�uN� wiNc TiP sHowN�
�
�
&W SELF-TAPPING SCREWS
AT FACE OF PANEL.
(HEX HEAD WITH SEL�
fJRILLING TIP SHOWN)
�\1\Q\\q\\u�
#12 SELFTAPPWG SCREWS
AT FACE OF PANEL.
(6UGLE HEAD WITFI SE�F
DRILLMG TIP SHOWN)
�Y; �A � �'_�Vm (�i�1 �.`Y1
BOGLEXEAO NlAFERHEA� FLATi1tU55 MOOIFlFpTRU99 HEXHEAD
nririSIAXSUSSS >11UU(t�SA?1?'4�
se�FoaiwNcriv se�FoaiwNcwwcrw
NOTES'. � � �
i) Sl1RFACE FINISHES, CONNEGTORS AND FIXTURES ARE ATl ACHED TO THE PANGL
FACE N9TH # 10 SE�FTAPPING SCREWS SPACED NO LF_SS THAN 2-1/4" OC.
2) ATTACHMENTS TO THE PANEL EDGES FRE MADE WITH iF 12 SELF-TAPPIN6 SCRE WS.
3) STRUCTURAL CONNECTIONS AR6 TO BE �@SIGNED BV TFIE DESIGN PROFESSIONAL.
4) STRUCTURAL HARDWARE USED TO TRANSpER LOADS SFIOULO NOT EXCEED 12 GAGE.
�
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PANELS
REVISIONS'.
� t2.042av
SCALE AS PIOTED
ISSOE:]ULY 19,201J
HFX2