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_ .. _ _ : _
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<br /> _ .. : >., . _ . _ _ . , ..... .
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<br /> __ .. _ . ._, . .._. . _,. ., _ . _. .._:. , . _ _. _ . _ ,
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<br /> : . .
<br /> • , ':. ' Sit Address: 5117 SEAVIEW WAY
<br /> , ` ..
<br /> . Owner: MORA ALEXANDER ALVAREZ
<br /> BUILDING COD�: : . ,, ►> ,, :
<br /> :� 7. PROVIDE 3 x3 x0.229 WASHERS AT ALL ANCHOR �OLTS. . Te��nt: �Te�n,amel
<br /> 20 I 5 I(�1TE1'`NATIONAL BU(LDING CODE _ ' 7. DfZAWINGS INDICATE GENERAL AND TYPICAL DETAILS 0� CONSTI�UCTIC App.Date: 8/3/2018
<br /> CONDITIONS AR� NOT SPECIFICALLY iNDICATED BUT ARE OF SIMIL/�R CNA Propased Use: SFR DETACHED
<br /> : 8: BOLT NOLES SIIALL BE NOMI NAL DIAMETER OF BC�LT PLUS I/ I 6�� Description: EXTEND QECK 6 FEEf QN NORTFf SI�E/RE-
<br /> �LOOR LOAD: UNLESS OTNERWISE NOTED. LAG BOLT PILOT NOLES ��hALL BE DETAfLS SHOWN, SIM(LAR DETAILS OF CONSTRUCTION 511ALL BE U��D 51 DOPLUM6ING/INSTALL
<br /> C�€AD LOAD: - 1 2 psf PfZE-DRILL�G� TO 60°Io OF T{-1E NOMINAL DIAMETEIZ OF 1�hE LAG B�LT ��VIEW BY THE ENGIN�E'f`
<br /> ' LIVE LOAD: 40 psf UNLESS OTI-iEf�WISE NOTED, _
<br /> Reviewed By: Date:
<br /> " , ' _ , , _OfFice Set �ob Sire Ser Fire/Plannin Set
<br /> ` 8 ALL DETAILS DESIGNATED AS �TANDARD OR TYPICAL 5k1ALL OCCUR IN
<br /> - . : ,:
<br /> :
<br /> ANY OTNER 5PECIFIC D�TAlL CALLED OUT. g
<br /> ROC�� �L.OAD: - ' : - 9. ALL SILL F'LATES SNALL BE BOLTED TO ThE FOUNDA��ION WITFi 5/8�� '
<br /> DEAD l.OAD: I 5 sf MINiMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIIv1UM SPACiNG
<br /> p ,. :
<br /> 9 GOO�DINATE WITh MECt1ANIGAL; PLUMBING; AND �LECTRICAL DRAWINGS r�K 5i�c � -
<br /> FLAT ROOF SNOW ��AD: 25 psf ' (EMBED 7" MINIMUM INTO CONCRETE OR MASONRY). 5EE PLANS AND - ' OPE i -�-� �
<br /> AND LOCAT(ON OF ALL N NGS REQUIRED FOR DU�TS PIPES PIPE SLEEVES
<br /> SNOW EXPUSlJRE �ACTOR (Ce): 1 .O DETAILS FOf� SPECIFIC REQUIREMENTS Wt1ERE OCCUR. , ' , ' � : �
<br /> ,.
<br /> ELECTRiCAL CONDUiT�, AND OTNEI� ITEMS TO B� �MBEDDED IN C�NCRETE OR , , ,_ ,
<br /> SNOW LUAD IMPORTANCE FACTOR (Is): I .O . - _
<br /> - TE
<br /> _
<br /> OTNERWISE INCORPO(ZA D {N STf�UCTUfZAL WORK.
<br /> I O.' ALL FRAMING LUMBER IN CONTACT W(TN MASON�Y Of� CONCRETE -
<br /> , TNERMAC FACTOR (Ct): I .0 ,
<br /> _ , U
<br /> N
<br /> _SNALL BE P
<br /> , ,
<br /> _ � �7
<br /> C7 `-�'
<br /> �E55URE TREATED. (5EE NOTE I FOR MINI(�.�UM GRADE ``
<br /> �
<br /> _
<br /> . ' ' I O. PI�OVIDE OP�NINGS AND SUPPURTS; AS REQUIRED PER STANDARD DETAILS �OR (� N
<br /> iNIND DESIGN DATA.
<br /> INFORMATIC.�N) �
<br /> ` t1�ATE�S, MECt1ANICAL EQU(PMENT, VENTS, DUC`(�5, PIPfNG, �TC. ALL SUSPENDED , . � ` ' � �"
<br /> 1 .;BAS(G WIND SPEED: I I O MPt1 : ` : . . �,,,a � „
<br /> I I : FIELD-CUT ENDS T MECt1ANiCAL EQUIPM�NT St1ALL BE SWAY OR LATERALLY BRACED. � > r� � �
<br /> NO CNES, AND DRILLED NOLES OF P(�E55Ul�E
<br /> 2. WIND (MPORTANCE FACTOR (Iw): i .0 � . � . o
<br /> ,
<br /> , � r„ �C V
<br /> _ PRESERVATIVELY TREATED WOOD Sf-1ALL BE I�ETREAT�G IN Tt1E FIELD IN ' �, '
<br /> BUfLDING CATEGORY: II I I . ALL INFOC�MATION SNOWN ON THE DRAWING.� RELATIVE TO �C15TING COND(T{ONS : � ' t� � � vi
<br /> 3. WWD`EXPOSURE: B - ACCORDANCE WITt1 AWPA M4. iRC 320.3. I
<br /> IS GIVEN AS TN� BESY Pf��SENT KNOWL�DGE BUT WITNOUT GUARANTEE OF ACCURACY. ,. � � � -�
<br /> �-. Kzt= I :37; , - � .--� � �
<br /> WhEf�E ACTUA� CONDITIONS CONFLICT WiTt1 TF1E DRAWINGS, THEY SFIALL BE REPORTED '
<br /> 5. INTERi�AL PRESSURE COEFFIClENT: NA 1 2: 2X4 I�AF=TERS EXCEPT WNERE SPECIFICALLY DETAILED ��1ALL NOT _ ' (� � q �
<br /> TO Tt1E E N G I N E E R S O TNAT ThE P R,OPE R RE V(S I O N:� M A Y B E M A D E. M O D I F I C A 7 1 0 N T O � '°`� -k-�
<br /> 6. APF'UGABLE WIND PI�ESSURE FOR - S U P P O f Z T S USPENDED C�(LINGS; SPRiNKLERS, DROP SOFFlTS, OfZ ANY 4� � � cn
<br /> ,D E T A I L S O F C O N S T f�U CTi O N :S N A L L N O T B E M A D E W I T N O U T P R I O R U V R I T T E N A P P R O V A L c� q N
<br /> COMPONENTS AND CLADDING: NA : _ , ; _ OTHER ELEf�'lENTS. , _ . � -�, p 3 ,
<br /> :
<br /> _
<br /> _ : .;- , _ ` OF TNE ENGINEE . .� -,.� •
<br /> , , R _ _ . �
<br /> _ , ; _ -
<br /> , _ , .
<br /> :
<br /> 0
<br /> o�
<br /> a� � :
<br /> r°�7 � r�7
<br /> : � '7
<br /> c. . . - ; - l3:'W( - - _
<br /> . _ R� STAPLES MAY B� SUBSTITUTED FOf� DIAPt1R�,GM AND ; , , , , v �
<br /> .��SIMIC DE�1GN DA7A. I 2. ARCNIT�CTURAL AND MECt1AN(CAL PLANS AR� CQNSIDERED A PART UF Tt1E -� ` � •
<br /> I . �cISMIC lMPOI�TANCE FACTOR: f .O
<br /> SNEARWALL NAILING WNEN APPROV�D BY TNE STRUCTUf�AL ENGINEE�;. ,� , i-►-i �
<br /> ` • STRUGTUf�AL DESlGN DRAWINGS AND ARE`TO BE USED TO DEFINE DETAIL - � �
<br /> SE15M1C USE GROUP: I .
<br /> - . �- ,
<br /> - CONFIGUf�ATiONS IN�LUDING; BUT NOT LIMITED TC� RELAT(VE LOCATION OF MEMB�RS; ; '
<br /> �
<br /> _ I 4. EXTERIOR STUD WALLS ShALI` BE 2X6 @ � 5�� O:C.. UNLESS NOTED '-a-�
<br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss): 1 �4:7% EL�VATlONS, QIMENSIONS AND LOCATfONs �� ALL OPENINC�-�.�- , ETC .. V..i�
<br /> ' OTNERWIS�. INTERIO� STUD BEARING WALLS Sf-fALL BF CONST�UCTED , ; i U ;. �
<br /> 3. SJT� GLA55: D (A5SUM�D} �
<br /> „ ,
<br /> USIN6 2X4 I 6 O.C. AT UPPEi� TWD FLOOf�S AND LITt1� 2 �� - ` o ; -
<br /> . _ ' @ FZ X6 @ ! 6 . �
<br /> 4. SPEC�RAL 'RESPONSE COEFFICiENTS (Sps).9G:4% : �! - ' ' ` _ :
<br /> O.C: OR 3X� I � O.C. BEL:OW TOP TWO �LO .
<br /> . G O C�S STU D ' . - ; ` ca�.
<br /> 5. SE(SMIC DESIGN CATEGORY. D ` ' - �
<br /> , NONBEAI�iNG WA LS SNA � �� , _. , `
<br /> 6. BA ! SEfSMIC-FORCE- ESISTING SYS : HE �- LL BE CUNSTf�UCTED USING zX4 @ 24 O.C:: -
<br /> S G R TEM 5 ARWALLS - �, CI�
<br /> UNLESS N���ED Ol NERWIS�: SEE NOTE I FOI� �UMBER �RADES OF . . -
<br /> 7. �EISMIC RESPONSE CQEFFICIENT (Cs): . J 04 ,
<br /> 5TU D5 AN D - --
<br /> PLATES. , 1
<br /> : �: E P NSE MODIFICATiON FA O R . .5 _ : ; --
<br /> RSO CT RO 6 ;
<br /> . � ` � --
<br /> _ _ ; �' ---
<br /> P :
<br /> 9. ANALYSIS ROCEDURE USED EQUIVALENT LATERAL FO CE PROCEDU E
<br /> R R ^ , - ;
<br /> I 5. FfZAMiN� ANCt10R5 FOR JC�ISTS, PURLINS AND PO.aTS SNALL BE " . :
<br /> ,
<br /> SIMPSC? C _
<br /> , _ ::,
<br /> N, �� APPROVED �QUAL. APPf�OVAL MUST BE OBTAINED IN
<br /> ,
<br /> � ,
<br /> F�AMI�I� LUMBER - .
<br /> . _ ,WRlT1 NG P �._ _ . _
<br /> RIOR TO INSTALLATION. �ILL ALL FASTEN�R � iOLES V1/ITF!
<br /> . ; : ' ,, , `;
<br /> . . �
<br /> - �ASTENER TYP�S NAILS BOLTS 'ET .
<br /> _-
<br /> ( , ,
<br /> C ), SIZES, AND QUANTfT(E5 AS , �."' `. �, .,.
<br /> I . FRAMING �UMBER ShALL BE DOUGLAS FIR/LARChi NO: I �C)R Pc�5T5, _ _ .,:,,r.�;=
<br /> _ SPECIFIED �3Y TH� MANU�ACTURER: _ - � �- �d
<br /> BE�MS, A�`.D 11��.DE��� !�1��'.�-Flf�, !�J0,2 F�f� �,X AI�i� �X J���-r5� At�i� , _ _
<br /> _ `� �
<br /> _ �. _. . . � � ('�
<br /> STUDS AND t�IEM FIR N0.2 FOR ALL TOP AND BOTTOM PLATEJ GfZADES ; _ ;
<br /> , , � -
<br /> 1 6. ALL'NEADERS SNA�.L BE '4X8 DF#2 UNL�SS �Tt1ERVVISE NC�TED ON _ . , � :�
<br /> ARE TYPICAL UNLESS`OTf1ERW1SE NOTED ON PLANS). LUMBER -r�� B� �
<br /> � .
<br /> _ . _ TM� D(2AWINGS , ; y
<br /> , ,
<br /> GRAC7E; MARKED P�R WCLIB SPECI�ICAT14N5. ` _ _ : _ W ' �
<br /> . . - ,
<br /> , > ;
<br /> , .
<br /> ,
<br /> _
<br /> �
<br /> : - : I 7: OS _ . _
<br /> ,
<br /> 2. �T�.UGTURAL St1EATt1ING ShALL BE APA RATED PLYWOOD EXPOSURE I B OF EQUAL Of� Gf�EATER THIGKNEss MAY BE SUBSTITUTED , ; ' ; ` ' ` , �
<br /> ` FOR PLYWOOD USED IN 5t1EAR PANELS. :
<br /> _
<br /> 5t1EAThING GONFORMING T0 EITHE(� COMMERCIAL 57ANDARDS DOC PS I `
<br /> _ . - .
<br /> -
<br /> _ ,
<br /> " . P O fDE N "
<br /> : � :
<br /> , OR P5 2 R V MI IMUM OF 3/8 EDGE DISTANCE ON ALL NAILS AND A
<br /> �
<br /> �
<br /> ENE
<br /> _ G RAL
<br /> „ _ :
<br /> f 8 EXPANSION JOINT E3�TW�EN ALL PANEL EDGES. MINIMUM 5hE_ T I _ : : � �
<br /> / A N NG
<br /> ^
<br /> , E T . _
<br /> N 5 A E AS FOLLO
<br /> (��QUlREM R WS - _ ; - , LtJ `'
<br /> .
<br /> I . ALL MATE.
<br /> RfALS AND WORKMANSNiP SNALL C F � ` '
<br /> : :
<br /> . ON ORM TO TNE
<br /> -
<br /> ,
<br /> ,
<br /> � � �
<br /> CONTRACT DRA�/V(NGS. ;
<br /> : ;
<br /> OOF St1EATNING TO BE 1 5 32" C-D INT=APA RATED PLYW�OD WITI-�1' ` _
<br /> � / (.�J
<br /> - `
<br /> _
<br /> ,
<br /> _
<br /> L�
<br /> E,{TERIOf� ; _
<br /> - _ _ _ : ;
<br /> ,
<br /> : 2. DURING _ , � �
<br /> TNE CONSTRUCTION PEf�iOD TNE C�NTfZAC� OR _ _
<br /> .GLUE, F:i. 24/ I G U5E 5-P�Y FOR`PANELlZED ROOFS . NAlLING !S 8d '
<br /> ,
<br /> � ) 5 A B : _ L.1J r`
<br /> h LL E I��SPONSIBLE FQf�ThE SA�ETY OF ThE BUILDING. TNE
<br /> AT 6 INCE-1ES _ _
<br /> �
<br /> _
<br /> a . ' _ ' , �' �-�--�
<br /> CONTRA�TUR SNALL PF�OVIDE ADEQUATE SNO(ZING; Bi�.ACiNG , . - - . -. : - : � ii�. ,
<br /> �N GENTER AT PANEL EDGES AND I 2 iNCHES ON CENTER AT -
<br /> ,
<br /> ,
<br /> AND GUYS IN ACCORDANCE WITN ALL NATIONAL STATE AND
<br /> ( IATE _ > � L.�..�.
<br /> NTERMED .
<br /> _ : LOCA . .
<br /> _
<br /> L SAFETY ORDINANCES. ANY DEVIAT(ON MUST BE `
<br /> -SUPP�RTS UNLESS NOTEDOTt1E WtSE. : ;
<br /> R
<br /> APPf�OVED PRIOR TU ERECTION.
<br /> , , ,.
<br /> :`:
<br /> � : q: : , ..
<br /> .
<br /> B FLC> I NG T E ,,
<br /> _ , , f.,� ,� :
<br /> `SU OR O B 3/4 T�G C-D INT-APA RATED PLYWOOD WiTN
<br /> - .
<br /> ^ �, ._ �r .
<br /> ` `
<br /> �,.�'`..-,:-a v p�"".��
<br /> , - . �
<br /> : 3. ALL ERECTION PROC�DURES 5t1ALL CONFO M TO U. N
<br /> .-. _ _ , R � A
<br /> _ ,, . _
<br /> .; :
<br /> EXTERIOR ,
<br /> ;;�--::: , H;
<br /> , _ �,
<br /> . . . - . . . . '. .. . ... . '� ..:. . . . . . . :'.,.' . .� . . . . 1.�. � ..
<br /> , ' , STAN DARD`� ' _ ; , __ �.� �. �,
<br /> �. ANY DEVIATION MUST BE APPROVED BY OShA . � - �,v ,,,� � �,�`�;,
<br /> GLUE, P.I. 48/24. GLUE AND NA(L WITN IOd AT 6 INC�-iE5 QN CENTER . - , �, .� �� `.,��,�
<br /> ` _ a,..� � y p,
<br /> ` _
<br /> ` PRIOR TO Ef�ECTION. _
<br /> ; ;
<br /> - .
<br /> _
<br /> . .�. ., -,
<br /> _ �
<br /> , �=:t �� ,_ -
<br /> AT PANE� ; _ . - - - ; . � '`� -
<br /> . _
<br /> .
<br /> :
<br /> , �
<br /> -
<br /> � � `��� �
<br /> ,
<br /> � &�
<br /> EDG_5 AND I2 INCt1E5 O ENTE F , : . ; � �
<br /> N C R AT INTERMEDIATE 5UP ORTS. 4. TNE CONTRACTOR SNALC BE aOLELY RESPONSIBLE FO A - k 4����� '
<br /> : _ R L L , - :
<br /> ' - ` : ; �= �����:
<br /> '� : .. .. . ... ... , . 4 � . .�� ` �,d... .
<br /> . .,-� .. ' . . . � . � '...
<br /> .. . , ,.... . . �'... . .. . . ...... ... . . . ' ' . .-. .'. _� . . ' .' � ". . .'.. .. :'.. . .. . . .. .�"� . . . .. , . . ,. . . . . . '.. . �' ...�..� .... ..�.'' .._, . . ... . . . . .. ':� ,�' . . . ' .. . . ,�. .:�F,� 'w.. . .
<br /> CONSTRUGI"ION PROCEDURES (NCLUDING LAGGING, SNOf�iNG �
<br /> .
<br /> , _
<br /> �, Y �c�,
<br /> ' _ , �`�� :� 34383
<br /> 3. NAILING ShALL CONFORM TO TABLE 2304.9. I OF TNE INTERNATIONAL : AND P TE �. � -
<br /> RO CTION C�F ADJACENT PROP�RTY, STfZUCTURES, _ ;,�, ���r�`��
<br /> BUILDiNG CODE UNLESS NOTED OTt1ERWISE. ; , : _ .; _,.''��,;�-��,.� .��'� ..r
<br /> STREETS AND UTILITIES IN ACGORDANCE WITt1 ALL NATfONAL , . � 1�� _��,�.s�..,
<br /> , ,�. ;��.
<br /> , - _ � :, - �`� .v����,. : .�
<br /> _ _: . ; . ���,-,�<;�`",�' "
<br /> STAT� AND LOCAL SAFETY O�DINANCES. ,
<br /> � � .. . . .- . . .. �� . . ...� : . . . . . � :.� �3.
<br /> ... -: . r �� . . � : ' � � . . � . ._ .� , �. � . . . . .�: .. .. ,.. �.� �, _ . _.� -. .. . . . . . . .. . . . � . . ... �
<br /> .? ... , . . - .: ..�� �. . � �� _� �...: �. . . . .
<br /> 4. NO SrRUCTURAL MEMBER 5f1A BE 5 _ < _ , : �i�; � 1:����
<br /> LL CUT OR NOTCHED UNL� S
<br /> �
<br /> 5. TH E `
<br /> SP�CIFIGALLY DETAILED OR APPROVED IN WRITING BY Tt1E STRUCTUi�AL CONTRACTOR SHALL BE RESPONS(BLE FOR :
<br /> ENGI E R. _ COORDINATING ThE WORK OF ALL Tf�ADES AND 5t1ALL Cf�ECK '
<br /> N � ; _ awn8c�EROY ��
<br /> ' Dr HA
<br /> - ALL DI _
<br /> M�N�IONS. ALL D15C�EPANCI�S ShALL BE CALL�D TO THE ' hecked � . CHRi�
<br /> _ ,
<br /> -
<br /> 5. US� D�UBLE J015T5 UNDER V+/ALLS QR PARTITIONS PARALLEL TO JOISTS ATTENTION OF Tf1E ENGIN�ER AND BE R�SOLVED BEFG�E - , . Date: 07 31�18 '
<br /> : PE�OCEEDING WITN Tf1E WORK. , .
<br /> UNLE55 SPECiFICALLY NOTED UTt1ERWISE. USE SOLID BLOCKING UNDER ` `
<br /> ,
<br /> _
<br /> SP D , - -
<br /> PARTITION ERPEN ICULAR TO JOISTS:
<br /> _
<br /> '
<br /> ; S
<br /> DA JO� N�
<br /> - 6. ShOP DEZAWINGS FOR PREFABRICATED TKU55E5 AND MANUFACTURED - ` '
<br /> �-
<br /> .
<br /> ,
<br /> �LOOR JOI..�TS St1ALL 8� SUBMITTED TO ThE ENGINEEI�. FOR I�EVI�W
<br /> 6. MAXIMUM MOISTURE GONTENT 51-1ALL NOT EXCEED I 6% FOf2 ALL -
<br /> _ � �
<br /> PKIOf� TO F�AB[�ICATfON. _ :
<br /> ST�;UCTURAL MEMBERS. �. ; , .
<br /> ; _
<br /> _
<br /> ,
<br /> , '
<br /> _ STRUCfiURAL
<br /> : -
<br /> :
<br /> ' . . ' . ������ . � t
<br /> . � '�' .. . .. '. . . .
<br /> . .. . . '. . � .'.. .� . . , . . ._
<br /> � � .� . . , ..: ,.. . �� . . .. . . . � - . .
<br /> � • ' ,., . : : . . .. . . . . .. � �. �:.� . , .. . ' , . . . �.+ir. ,�' .�:'� .. ;� � .
<br /> ...,. � -.. ' .�� . �. ' :�' ' . . � , - ' . .. . .' .
<br /> '. � '" �. . .. .. .
<br /> , � . ��. . '� . .. . .:-�. � . . .� . .• : . � .. . �. ' . � '�. '. �. . ��. � . . � - �. � . . . . ' . .
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