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§ 15 (a,P. Minimum R- r 9 eezime ;nsutetion.
' 1 90(b); LooA w I ):°su Wv1W R-Vaahjee
i 5 c): Minimum R- 13 Wail i slAatio m woc)4 fra w,4(15 or "uwalent U-Far1or in tre*.al frame walz5-
(4 not apply to exterior mess walls).
` `:7p� (d)- irtmLor, �'-13 lals:d floor 11i�Utation ai fr floors,
1 {� e�
t tt t 5%)( Nish e4" :risulat,on - water absrarpwrs rate r e, gr r tliat'i tl< "Rk water vapor trxr,5rniwon rate ro
'yeater than2,0 permltrlch. , .
g ¢
I VA
f 16: tnavlatio€[ specified or r bied meem iMr Iatvr ejuahty standares, fnda;ate type and forth.
NA
f f Gi... t 7; fenestration Products, Exterivr Doom, and `:�shltratac VP.xfsStratron Controls
I, Doom and wirdows vetwcen conditioned and u L t r ecf spaces des,.3nca to limit air i
2. ran tration vrcdvct5 (except held fabricated) have Label wilt: certified U-ttactcr, cerhfi*d 5ciar Heat Gain
Coefficient (5HGC), and infiltration certficgttom
3, Exterior doom and wand WeathemInp : all Pnte and tratio" ram( at s slate 3.
J i 50(g); Vapor rs mandatory in Chmate i mft l 4 and i 6 only.
NA
§ i 50(f): 5pec!at uwf ttratteo barrier aistalled.W with .9 ct4n 151 meetsr Co+i ai =ss on,r ua! ty s ,
§ i BOW: frtst-a'lattOn of f*,re c *s, 06coeatrwi Gys AVPIisnces and Gaf, Loose-
i Masonry and facto--y built fireplae es have:
a, cfo5datid metal on glass door
t,, Out^Nde air erteke mth damper are control
c, flue dumper and control
2. No continuous i ivrmne gas piers ai
ace Gonciitiorm , Water Heatinq and PIvmt:)inj System Measur 5:
g 1 ! 0-13: HYAG equrprnentt, water heaters, sh+o': s and Paucdts ceriificc'r b r the COMMI55tan:
1 50(h): Meat andfor c li q loads CaWatzd m accordance with k'5M fiNA or
§ i 50(1): 15ettizck t'sermaaiat on aEE apptkcat ie Mang snoor l" systems.
$ d ,OV ?1pe and Tank treul4ton
1 . 5toraga gas water hdateiw rated with an ttncrajy factor t than 0.5-5 M05t be externally *rarped wrrth
insulat,on having an installed thermal ri-astarce of K-12 or i3r,,a r,
2, Nest 5 feet of fnpe% dotest to water heater tank, sysier5, i"viated M-4 or eareater)
3, back-i p tanks for solar sy,tcr,+, u4n d s$crac�e taciks, or either al direct water tanks Dave K- 12 external
in-AAation or R- I r. combined snsutat ori.
4. M ixvoed or exposcd pipmq m5v4tad in ractculotinq sactioris of, hot water systertas,
5, coolm,g systems raping below 55 degrees F. n%lated.
G. rtpiirg i 5l.,iltuig tzetween heating eource and Indirect hot water tank
���
�. ALL DETA|LS, SECTIONS AND NOTES 3H0VVN ON T� HE OR��|N�
ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO S|k4|L4B
3|TUAT|ONS ELSEWHERE, UNLESS NOTED OTHERWISE . NOTES
AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL
MOTES AND DET4|L3,
2. ALL WORKMANSHIP AND MATERIALS SHALL 'CONFORM TO THE
REQUIREMENTS OF THE GOVERNING BUILDING CODE l G.B,C�N
1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE
ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
'COORDINATION OF ALL WORK AND MATERIALS |NCLUD|NQ THOS-E
FURNISHED BY SUB -CONTRACTORS.
4. ALL OMISSIONS OR CONFLICTS BETWEEN THE \A\R|OUS ELEMENTS
OF THE WORKING DRAWINGS SHALL BE BROUGHT 'TO THE
ATTENTION OF THE ENGINEER BEFORE PR0CEED|NG WITH ANY OF
THE WORK INVOLVED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETf |N
AND AROUND THE JOB':31TF AND/OR ADJACENT PROPERTIES.
G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND
SHORING OF ALL EXCA\4T|DNS, TEMPORARY ANP) EXISTING
STRUCTURES' AND PARTIALLY COMPLETED PORTIONS OF THE
WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN
CONTACT WITH 'THE WORK.
7. CTH�FE | DESIGNED BY ULTIMATE ST�EESi�N�ALL CDNCRN
8. REFER TO ARCH|TECTUAL SPECIFICATIONS RE
APPL{CABLEL FOR INFORMATION NOT COVERED BY THESE
GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
9. CONTINUOUS INSPECTION SHALL MEAN
|NSPECT|ON DONE CONTINUOUSLY BY A REGISTERED DEPUTY
INSPECTOR CURRENTLY LICENSED BY THE CITY AND APPROVED
BY THE ARCHITECT AND ENG|NEER,
1O, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AHD
AROUND THE JOB SITE AND/OR ADJACENT PROPERT|E5
11. OBSERVATIONS TO THE S!TE BY THE ENG/WEER SHALL NOT BE
--
INDCD�CTCONSTW N�U|ON�
12ALL WORK SHALL CONFORM TO THE l9�7 E�|T|�N OF THE
UN{FORk6 BU|D|NG GODE. /2001 1_.B.C'\
13. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROtI�
PLANS, SEC"DONS OR DETAILS ON THE STRUCTURAL DRAWINGS.
14. SHOP DRAW|NK3S SHALL BE SUBMITTED TO THE BUILDiNG
DEPARTNENT` ARCHlTE,"T AND STRUCTURAL EN(31NEER PR|OR TO
FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN
INTENT (MINIMUM OF 10 WORKING
DAYS)
75. FOR PROPER FIELD OBSERVATION BY THE STRUCTURAL
ENGINEER, THE STRUCTUR4L ENGINEER SHALL BE NOT|F|ED DF
THE VARIOUS CONSTRUCTION PHASES.
1ALL WOOD CDN�FRU��ON PER UN|FDR� 3U|LD|MG
'CHAPTER 23,
2ALL STRUCTURAL LUMBER SHALL BE DOU�LAS
L4RCH, UNLESS NOTED OTHERWISE, AND CDNFOR'W TO
THE CR4D|NQ RULES OF THE WESTERN WOOD PR0L"UCTS
ASSOC|AT|ON.
A\ 2X LUMBER ... ...... ........ ..... _GRADE #2
W 0 LUMBER- ...... ____ ...... ...... GRADE #2
C\ 6X 8b LARGER BEAMS, POSTS. . GRADE #1/13OO p��\
3. ALL SHEATHING SHALL BE STAMPED BY THE AWER|CAN
PLYWOOD ASSOCIATION (APA), AND SHALL CONF0RK4 TO
THE U.S. PRODUCT STANDARD (P3 |) WITH EXTERIOR GU/E
4. NAILING' OF HORIZONTAL AND VERTICAL DIAPHRAGMS
SHALL BE INSPECTED AND APPROVED BY THE BU|LD/N!"
DEPARTMENT PRIOR TO COVER|NG,
�. ALL NAILS IN TIMBER TO TIMBER CONNECTiONS
SHALL BE IN COMMON AND NAILING SHALL C0NFOR� TO
THE APPLICABLE BU|LD|NG CODE. ALL NAILS CONNET|NV
PRE-MANUFACTURRED METAL |TEms, ( ICOWNECTORS,
HANCERS, STRAPS, E[C) TD TlMBER SHALL CONFORM TO
iC.B.O. REPORTS.
5� WHERE WOOD IS 1N CONTACT VV|TH CONCRETE DR
MASONRY, USE PRESSURE TREATED DOU�L_AS FIR LARCH�
7 ALL BOLT HEADS AND NUTS WHICH BEAR ��A|MST THE
FACE OF WOOD MEMBERS SHALL BE PROVIDED VV|TH
WASHERS.
8, ALL PREKXANUFACTURED METAL |TEWS (�ONNECTORS.
HANGERS, STRAPS, ETC.) SHALL BE BY S|k�P3(7;N zzTRONG
TIE COMPANY, INC. OR EQUIVALENT (SEE NOTE G ABOVE
CONCERNING NA|LIMC,)�
B, BOLT HOLES AT HOLDDVVNS SHALL NOT BE MORE THAN
/ "
1/lS OVERS!ZED AT THE HOL�OVVN T� PO8T
CONNECTION, }N5PECTOR TO VERIFY. (PER BU|LD|N-
DEPARTMENT).
10. Pt�EDR|LL ALL HOLES FOR 20d AND LARGER NA1LS,
SPIKES AND LAG BOLTS. LEAD HOLES FOR |.&("S 5NALL
BE AS FOLLOWS:
A) SHANK PORTION - SAME D|AWETER AND LENOTH 45
SHANK. `
B) THREADED PORTION - 60 TO 75% OF THE DlAWETER
FOR E= 1,800.00D PSI, Fb=2'8Do pS|' Fv=2M5 p�|.
Fc=500 p5| THREAD AND SAME LENGTH AS THREAD.
1�LAMINATED VENEER LUkJ8ER (LVL) WEK6BE�S SHALL BE
CONSTRUCTED. INSTALLED AND, MANUFACTURED FE�
MA#UFACTURERS SPEC|F|CAT|ONS AND |.C.8�O� ER 4979
(TRUSS JOIST MCWLLAN OR EQUIVALENT. THE PROPERTIES
OF LAMINATED VENEER LUMBER (LYL) MEMBER5 SHALL HE:
E= 1.800.000 PSI, Fb= 2'600 P-L Fv= 285 PSL Fc= 5OO P5\
112BOLT HOLES AT HOLDOVYM3 SHALL NOT BE MORE THAH
} lG" OVERSIZED AT THE HDLDOVVN TO POST
CONNECT ION. |NSPECTOR TO VER!FY, 'PEH BUILD|NG
DEPARTMENT).
13. AIL HDLDOVYM CCNNECT|C)NS SHALL BE RE-T|SHTENED
JUST PRIOR TO COVERING THE WALL FRAMING.
�O�5T TO S|LL 0R TOE NAIL .......... '...... .......
..
BR!DGiN� TD JO!ST, TDEtl4iL EACH ENO_ ..... --------......
�xS BUBFLDOR OR LESS TO EACH JO|ST' FACE NAIL_ .....
---'
VV|DBk THAN l*F 3UB-FLOO1R TD E4, JO|ST' FACE NAJL----
2~ SUBFLOOR TD (C)KITOR �|RDER, BUND AND, FACE NA..
�0LE PL�TE �O STU�. END NA|L-----------.-----
TDP PLATE TO �TDD. END NA|L---_... --.......
----~-
5TUD �� �CLE ......
DOUBLESTLD�. FACE NA|L-....... --....... -.-..............
--'
DOUBLET]� PLATES. FACE NA|L-----_-._...
_'.---
C_MTNU0US HEADER, 7NO P}ECES.,--------.-.-^-.--
CBL|N�J0�rS r0PLATE, "CENA|L.'-_----.--.---'.-
CONTWU�U3 HEADER TO STUD. ��ENA}L......... .......... -......
�2L!N5LAPS OVER P`RTT!UNS-, FACE NA|L_----.--
3 TO PARALLEL RAFTE��^ ��C� NAjL-.... '-......
P4TERT0 PL4TEMENA}L~---^.-.---._--.-.---
l~ BRACE T� E��H �TUD A h1) pL"TE. FACE NA|L-------
�E�� H |�. FACE N�ix� OR EACBE��-..-_
/Vi3ER THAN 1x� 'SHE4TH|N� TJ EA-,H BEAR|NG, FACE NAiL-.-'
BJh7-1 p C0RNERSTLDE----'-.---.-----.--
lENCI DSQRE OF 140 S.F. 2MD STORY LOFT AREA.
2 �rRUCTU- FRAMING PER THIS PLAN,
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(Fj R0k�79)
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SCALE: 1/4° = 1`-0° SCALE: 1, /4°
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1� COVERING. F, -E <�-�YTORlOR DIAPH. NAILING TO BE iNSPECTED PRIOR
T������� I',a�mCR�N OF PLYWOOD SHALL BE PERPEND|CU&AR TO 5UPPOR2� PLYWOOD: MINIMUM 19 ',32~ CDX W/ PANEL SPAN RA7|NG OF 32/'1;!� z�� [) \Njs� Im�� T`� LA 1 Nfl,! 011IN'Cr, pi j7v k; S;����
J. PROVIDE AREA U| NAILING THROUGHOUT (TYPICAL, U.NIO|
4, PANEL EDGES OF THE FLOUR SHEATHING SHALL HAVE APPROVED TONkrlUE-
AND --GROOVE JOINTS OR SHALL BE SUPPORTED BY GLQCK|NG PER C81"
TABLE 23-U-E-1. FOOTNOTE 4. o��'/�)�.���,jif
�� n/�r~, � - �i S C
AREA NAILING 'SH EAR
O/C 0 Q1 &c 10~ O/C /F\ 4 25 # FT
5'r����^�'~�
AT S" 0/1" 0 #1 & 10° D/C /F1 32O FT
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City of Sarlia, Ana
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DATE
CHECKED`BY_____-__'_
�V JR
01RAVM BY
CV JR
SCALE
AS NOTED
SHEET NO.
06/26/05