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CONSTRUCTION REQUIREMENTS . I NAILINO Sd,.Htb'U'LE I
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. I . 11 . I , P0 UPON DOUGLAS FIR FRAMING MEMBERS I
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FLOOR JOISTS, BEAMS, AND GIRDERS
F,raming,Arolund Openings. Trimmer and header joists shall
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be doubled, or of lumber of equivalent cross section, when the span of
the header exceeds,11 feet, The ends of header joists more than 6 feet
long shall be supported by framing anchors or joist hangers unless
bearina on a beary). o;;rtition or wall, Tail ioists over 12 feet lon� st;,311'
be supported at header by framing anchors or on ledger strips not less
. than 2 inches by � inches.
Cutting and Notc-hing. Notches on the ends of joists shall not
exceed one-fourth theJoist depth, Holes bored in joists -shall not be
within 2 inches of the top or bottom of the joist, and the diameter of any
such hole shall not ex,,eed one-third the depth of the joist. Notches in
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the top or bottom of joists shall not exceed one -sixth the depth and
shall not be located in the middle third of the span, Joists framing from
opposite sides of a beam, girder or partition shall be, lapped at least 4
� inchec; or the opposing joists shall be tied together in an approved
I t-nanner. Joists framing into the side of a wood girder.shall be
. supported by framing anchors or or) ledger strips not less than 2 inches
I by 2 inc he,t - . I .
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WOOD STUDS
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Cutting and Notching, In exterior walls and bearing partitions,
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any wood stud may be cut or notched to a depth not exceeding 25
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percent of the width of the stud, In non -bearing parttions, any wood
stud may be out or notched to a depth not exceeding 40 percent of the
width of the stud. I �,
I Bored Holes. A hole not greater in diameter than 40 percent
of the stud width may be bored in any wood stud. Bored holes not
greater than 60 percent of the width of the stud are permitted in non -
bearing partitions or in any wall where each bored stud is doubled.,
provided not more than two sm;h Successive doubled studs are so
bored In no case shall the edge of the bored hole be nearer than $/u 1
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inch to 'Lhe edge of the stud, Bored holes shall not be located at the
same sectiot. of stud as a cut or notch.
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aRACED WALL PANELS (Sh"t panels) .
G*00ral. AU extefics- ", 13 and applicable intefior walls shall be
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CONNECY10NI
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Post to pier pod, I t2!�ail ,
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iWC-J;; i� �p6st, to*' nail
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Joist to sill or,,girder too nail �;
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F.rid.�inq to Joist, too h011 each end
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r i',", -ad �
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Joists to block! d na!l
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hr,
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16d ( ;;a� � ;f 0'ach joist
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Rimloist to!oists, end nail .
- I$d L011 and bottom of each joist i
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Rim joist to sill, too nail
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116d @ 16"o.c.
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Pi;9i joist lap a bearim fao,.* nail
2.1 6d
1"x6" or narrowertubnoor I
sheathin.g to, each joist, face moil
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2-8d .
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Wider than 14e subtl6o; 'ih"eathing
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Ito oacnjoltt, toot nail .
38d
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2" Su I bfloor to joist or girder, blind
and face nail
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. Sole plate to joist or gi;�ZQ, iace--w"
nail I I
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199 6 !Fo.c.
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Top P1 ate to ;,G�� ;;; ;;Ii �
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.. Stud to sole plate
�6-19d_,**Mid n;!"I, ;7�,:i7d ioe nail
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Doubled studs, face nail I
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. J 6d I 0_2 I 4�*o,c, .
t;� plates, face nail .
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Top plates', laps and intersections, -
fate nail
'F _16F � i
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.Continuous hez:;ei, tw;l pieces set
I on edge
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16"d Q TO"Vc. along each,edge
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I ) plate, toe nail
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Continuous header to stud, toe nail
4-6d I
Ceiling joists, lap over partitions,
face nail .
3-16d �
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Ceiling joist to parallel rafter, face
nail .
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Rafttr to ridge
3�8d
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kofter ties, 2"lumber, face nail
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, �-16d
Rahor tits, 1" lumber, face nail
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1�ift�er Co�pliit. �toe nail
F.r,d , � ! -----.—.-
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I '*x4" min. brace to each stud and
. plate, face nail
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_7_5�
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__ 1 ��Xst. or narrower sheathing to each
bearing, fioce nail .
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Wider than 14x8' sheathing to each -
bearing, face nail I I
3-8d I -1
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, Built-up, corntr studs,, � �
1:9a a, N,.0,10. � , -
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I . CTSUMMAK"y
PRO", 0 i E t..# i I
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[1]
F2`ROPERT`Y- OLUNER:
M ' r. HUNG NGU*'rEN
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PROJECT ADDRES6 -
c.J',,,,4'A, W. ALTON AVE.
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SANTA ANA, CA IB2101
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ZONE'. . I I .
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A66E-55ORS PARCEL NO:
401-2161-6,6 �
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LEGAL DESCRIPTION: '
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LOT 30, TRACT IS41b,
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COUNT"r OF: ORAN6E, CA
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LOT SIZE-
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6,250 SP
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eUIDING SIZE"
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EXISTING LIVING:
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FIRST FLOOR:
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. SECOND FLOOR:
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NEW PATIO ADDITION.,
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EXISTING GARAGE*.
400
SF �
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1) Ar"Llen
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Wacm to rr,Sisl w= arul v,,wnic; romes by tbo wie of ei0w pl,y�ood or - COMMON OR GALVANIZ51) BOX NAILS . I �� I AAL- I. � / � il
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st=o braced parsiols: . . ,
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2146 6 6F . � I
i , 6ractd wall paroots shall t* in line or offset form each o0or not m(x-o TOTAL IN SITE: J, I
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I than 4 feet, start tiot more than 8 fW from each end of a braCAXJ Y,rafl . . 1. � . i I I
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line 2 5 feet on c: m.ter (max). _� 'O, � �1,
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2. Ma.*4rrrum poerpwxjk:�ular di3taricv between wall fir*s "I not exceed : '�' lk 1��..111 1 _- :
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It. _,",-, 11,,.,,,_.-, __11111,_, ...... ____.,__, ." [�] PERCENT LOT AVERAGE 3S.45 90 APPROVM�V, '' . I
25 fee .� ....... � ,V"1."'V;� .""_,.� 1_._.,',,,N;, ,,,,'11, _�O"'! ,.,,�!,'�, _,,.,� __ I I
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3. AJI braced wMA pornis shall exterid from the $ill Plate to ft horizontal //,�, V !"', ,;"� �"� '%\-, . ... PLANNING DIVIS10- :
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diaphragm (roofftlo,or sheathVV). Attachment may be made to the ,' , ,�,,, [§] Tft�rf=>E OF CONSTRUCTION: 'V-N I I
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rafterMw joist or blocking with a minimt.wn of 2-18 gau,ge framiN Y SAN' TA ANA POLICE DEPARTMENT � ��,Z_>__,� � _ ___�_
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-.84 na" per Up. " I— 1. 11 . ��_ I I
dips (one at each end) with 8 WcS-MR 1.1),� , � . _ I i
4; Braced wall pwwq.s "I be clearly shovon on the plarts and b"RE4SIDENTIAL SECURITY REQUIREMENTS �'��, NU�IeE R OF 5TORIES-1 2 ''. ell i i , t
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wall p" constambon shag not be mixod in a braced wall line. 1 '�,,,,,2� 1 �,� I - ' 1 I G.R:_(eft _____zu�e- I
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_31. . �
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15. Inte6or braced wall line3 "I be supported on confi�'4` I Exterior swinging doors must be solid core, 1 3/4" thick or with panels 9/16" thick. (8-210,A) �� i I f
fow)d4ons not exceeding 25 feet. I 1, - - I - � , " 1; .1, -_
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I " DISCR. ,At.CTION i t, � —IT-1-
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& I'liolos for plumbing and'eje�l installafiorts in %�all olt locks ap � � .
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parels, shall ,t)e 9' Specify that above doors be equip ed with deadb ,proved by the Police Department (8-210,C) - � , - iF111`11';, �", �
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limited in size and l6caltion. T�* maximum scoonulated 1,ength"of �� C� C-? &;�61_1.9,�_ 1, Lan&gc,�%ij,11, " �.)" �, � �, , . Z�,, ��;" i �
;, h' specify make and model number. ,7-,11,�,v --� 1, ,� ,
venlirVs in the braced par* "t not exceed 20% of the le I . . . . I � ,
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PfH*U*ons of �the top or bottom piste f�aminq inembem shall 4a ; � �
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limited to fig,um �34-Y-I. ,4 01 ' ing, in exterior doors or within 40" of the tatch must be tempered. or burglary resistant. (8-2 1 0,F) �' PLA*K',N 6 �, ; A
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Plywood- A Minimum 41-0" wide ptywood &hear pan,el.of 1542- 1 'non , � I D A71 "' 7- � , 31_1,�� —
(Struct 1) pty�, nailed with 8d commons sp,ioe,d at 6" a. c, along all edos i,,. Hinges for, outswinging doors must, have, -removable pins. (8-210,G)' " 7_��,(��'�11_ ,
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and 12* o.c. along �� ng, secured to the Jamb with screws 2 1/2 in len'gffi,,_(8-2,l0,,H) V� 1. % I i
intermecliate "Ports (4old), * 5, Strikeplates must be 3 1/2" lo I � - "A �_a �,
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I Stu"o (C*n*nt plAstar), A minimum 8'-0` wide stucco shear 046ei , I levet. (§-2r I 0','L) z�.' TRA" �� � "; �_ � � ...
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7/8 inch thkk applied over e.xpwided metal or woven wire loth fasto,0 to 0, Specify light fixtures, at exterior doors which provide one foot candle of lightat g o � 1, � I
A-aming with No, I -1 gauge, I. 1 12 inch long, 7/1 6 indi head nails furred a I I "�� . 1=1 � ! 11
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7 Required exterior light fixtures must be vandal re'sis-tant type. �, -., __ _-q44__-"
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minimum 1/4 inch Wsid spaced at 6 irx*es on center, Nailing sha� be 4 all , ! 4/ 1 1
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studs, top and bodom plates and bkx�. ��, 6 Windows and sliding .glass do,Qrs must comply,:with test standards of section 8-212. Specify make and // * 1��';
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kl� . 11 F.X16TING WALL .
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11 ,� , ) 6MOKE DETEcTOR (120"A4 uJ/ 0ATTERY-11SACK-UP)
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1 *� DUF:'LEX RECEPTACLE I
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41 6WITCH WALL (+4s' 0* As NOVO)
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I I f J'�4,1 l,�) WINDOUJ (Sr=e uillstt:�O,U 6Cl4E0ULV
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.......
. GENERAL NOTES ,
11
. I
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1. ALL CONSTRUCTION MUST COMPLY WITH THE 2001 CBC, C.MC, CPC, CEC AND
SANTA ANA MUNICIPAL CODE (SAMC).
.
2, PROVI1:>S'5MOK, E DETECTORS IN ALL EXISTING 8LEEFING ROOMS AND HALLWAYS.
1
3. THE LUM15ER GRADE: ' ' I
DOUGLAS-FIR No, I OR BETTER -, BEAM, POST, .
DOUGLAS-FIR No. 2, FLOOR JOIST, RAFTER, STUDS.' 1
4. ALL METAL HARWARE $HALL BE HOT DIPPED GALVANIZED OR ZINC COATED
AND PAINTED TO MATCH LUMBER
I
I
.
.
�
5. THE CONTRACTOR SHALL FIELD \/F-RIFY ALL COND ITION6 ANI:> 0 IMENVON 6 f*RIOR I
TO ANY WOW AND SHALL BE RESPONSIBLE FOR ALL WOW AND MATERIALS. I
I
.
6. THE CONTRACTOR SHALL BE RE6PONSIBLE FOR INITIATING MAINTAINING AND ;
' ' I
SUPERVISING ALL SAFETY' PRECAUTION IN CONNECTION WITH THE WORK, AND
SHALL COORDINATE, SUCH WITH OWNER I
.. I �
I
-1. THE CONTRACTOR TO F*ROTECT EXISTING CONSTRUCTION AND RESTORE ALL FINISH
SURFACES TO THEIR ORIGINAL CONDITIONS WHERE DAMAGED. .
. . .1
I
8. THE CONTRACTOR SHALL CAREFULLY C44ECK FIELD CONDITIONS COORDINATING THEM
WITH THE CONTRACT DOCUMENTS FOR ACCURACY AND CONFIRMING THAT THE WOW IS,
BUILDABLE AS SHOWN, BEFORE PROCEEDING .WITH CONSTRUCTION. I
�
S. SPECIFICATIONS:
CONNECTORS - SIMPSON TIES CONNECTOR WOOD
CONCRETE - Fc' - 2500 FISI I
PLYWOOD - TYPE CC PLYWOOD STRUCT I .
.
.
I
10. $Oil- 15EARING PRESSURE IS LIMITED TO 1000 LBS/SQ I=T UNLESS SCILS REPORT
RECOMMENDS OTHERWISE, ,
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.
11. THE BUILDING SHALL HAVE WATER CLOSETS WHICH USE No MORE THAN 1.6 GALLONS
I .
PER FLUSH,
1
12. ALL SHOWERS AND TUB -SHOWERS SHALL HAVE MAXIMUM Or- 120 r_>EGREES
' ' . I
By THE USED OF'PREISSURE BALANCE OR A THERMOSTATIC MIXING VALVE. .
13. WALL COVERINGS IN 6HOWERS AND TUBS TO BE CEMENT, PLASTIC, TILE OR EQUAL
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To -101' At5ovE DRAIN, ENCLOSURES MU5T�E. 0,P_.APJ*,R VE ,c�,,,Ff,Ty,,�,CAI,A,ZI,NG,,,�-�"'��,,��, I
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1. NON-METALLIC SHEATHED CABLE NOT ALLOWED.
2. PROVIDE OUTLETS &'FROM COSNER,$, IVON CENTER AND ON ANY
WALL 2' OR GREATER
3. PROVIDE WI CUTLET IN BATHROOM. 1
4. PROVIDE GFI/WF OUTLETS AT ALL -EXTERIOR LOCATIONS.
1
5. GENERAL LIGHTING � IN BATHROOM TO BE FLUORESCENT.
(0. PROVIDE EXTERIOR LIGHTIWGAT ALL OUTDOOR ENTRANCES AND EXITS,
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a EXTERIOR NON -BEARING STRAP W/ (6) 16d
and BEARIN
-ONLY RILL HOLE at EACH END I I N0%,H
� of PLATES DEPTH min.
A5 OC, RS
1 PLAN MY
rain. t_.. �. J
NOTE:
I 1. NO HOI� 5 or NOTCHES OTHER THAN 50M, ABOVE d rr�ax.
PE MIT WITHOUT APPROVAL of STRUCTURAL ENNWER. 2" rain.
WU
2. TH15 DETAIL SHALL NOT BE U5EV at SHEAR AAL5 WITHOUT
f PRIOR AFMOVAL. of 5TRZTURAL. EMINEER.
' 40of 5TU1 O% of STO E30RED HOLES
y
'-,,,,.DEPTH MAX.
I EPTH MAX.
TYFICAL PLATE , NO.HOL or N TCH 5 OTHER THAN AIM
� AITHOUT APPROVAL of STRUGTUmEwN
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. rW1 .
HOLESHALL B ' dCENTERED ON
5TUD5, TYPICAL .... ,.....
Foundation and floor slabs on expansive soil shall conform as follows, unless approved
soil report indicates soil 1s not exp:anive by the Expansion I•nd'ex Test method, or
recommends other details. (1804.4., 1806..6)
NON-AIIN or A,x
NO MORE THAN. a, Continuous footings under, exterior walls and interior bearing walls extending below
STUDS SUC 551V grade 24" and 18" respectively and below foundation wall crawl hole. Piles or piers
EXTERIOR DOUBLED 5TU05
and BLARING IN A I( MALL. a.re permitted without interconnected grade beams to support first floor toads only.
Pad footing located under'a reinforced slab within the confines of a perimeter. footing
T r l j WITneed not be connected by a grade beam. f ty.
eCI�rL:
4 one .4 i.nches from bottom and one 4 inches from top of
b ar Continuous No. b s,
t
1
foundation.
c. Floor slab 31/2 inches thick -over 4-inch thick coarse aggregate base or plastic
moisture barrier membrane (6,mils.thick) and reinforced with No. 3 bars at 24 inches
{ on center both ways or 2 layers of 6 x 6 - 10/10 welded wire fabric or 1 layer of 6 x 6
No.
OPEN IN
11' TH l �I I1T
THICK
T Y�'�
Ai . I,A
1�'11 �R .
i
W«.1 "j
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t1
j
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1l
C,," ,;
, ..- 1., ./C LA6
O !; ,ZE
u 4L�
TrEMP. GLASS
HOLLOW COS
WOOD
v
welded wire fabric.
,
d. Saturate the soil 18 inches deep before placing the concrete slab.
r
...........
...
t
I
,,r ,�s' g ;{y }� x�+
f,,. w t.a ° "�4 i.." ':v:,.... `k"f� tee. "" H i.2R"...
SECOND FLuORFRAMING PLAN
...WALL. SCHEDULE
3/i ' CC PL TWOOD WITH rod COM1'yON NAILS
.AT ro" O.C. EDGES ,AND 121 0,C. FIELD
(y+ P 00P' { T,AeL.E 23-11-Iw1�
CC PLYWO 1 WITH 6d COMMON NAIL-5
I
AT (o' 0,C. 06ES AND 12" 0,C. FIELD
( ,AP % 180 PLF, TAf3LE
FLOOD. SHEATHING
3/4' CD PLYWOOD WITH ad, COMMON NAILS
,AT 6' O.C,- FD E5 ,AND 12' O C. FIELD
'
(eLOCKING REOUI D)
ROOF SHEATHING
1/2 %42f' PLYWOOD SHEATHING ATHING WITH tod NAILS
§
. AT 6" O.C. EDGES AND 12' O.C. FIELD
(CAP= 150 FLF, TAf5LE 23-11-1-1)
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E:
C�i~'�:N INCH
No
WITH IT
I,9
S"' E C'
SCALE: 1/4"-- 1'-0"
SCALE; 1/4"= 1'-0*
NOTE
1. ANC44OR 15OLT6. ,5/6.X .IV MOLTS i5,00E V IN FOOTfNds' I,t,lALL AND
SPACE 0 &' -0" MAX.O. STATiNdto Wi'#'I4IN 12' SILL ENDS.
2. 1~OC3T1N6.01 SILL SHALL HA'VV DULL ISEARIW.4 ON THE FOOTWs WALL O
MOICRTAR Sf�,O.
. ALL FOt.i%1r.>ATION P1.ATr$ OR, 6ILL$' AN1� 014,"AS ONA CCftTI
OR MASMW 1=OLNI:>ATION, WHICH 16 IN OIilkECT CONTACT WITH EARTH
$HALL eE TIZATED WITH AN ANON D PkeSERVATIVE.,
4. STt:). 1wTG. CONCFMTE MIX.; 1 PT C15M, 3 ITT$ SAND, 4 PTS. MAX . 1' ROC
AND MAX. 8-1/2 GALS. 00 WAT P, f*Ek SACK OF 6E1' ENT.
, �azst I/ " VU A �4 �i�M �:�I I L
�0row, , P
Or LA 'R
SCALE: 1/8"= 1'-0"
l I PA v�:_>
F-1
ZOOM APPITIOf4,
Y
rc�ct'rtic ►
•
ABTA AWA et4s
Prdjaet Ad'drtrS$
t'3ultding t�err,lt #
g 05 5176
Dcct�l��
plan aek !•l�tisre
F .
Field Giteck ! ����
Complsancc t.et#t�d atr or Computer) t, t
t
ota'i and iitsned Floor
,
Averag a Celli Height:Pt
f3. �---
Corn&I*ned• lab Floor Area
�tly
�Su ildi�n Type:
_. Addition
(check one dr Mora) »
Iwitalti-paMtly �nGisting4lslus�Addit on
Front Orientation:
g.. Nor* I Soul l Wst I West / All Orientations
(itsput frstnt orietsudon in degrees from Ttue North And ohvle ono)
Number of Storm
'I~ umber of Dwelling U, tie;
Floor Construction typo: }
' °abed Floor (aim —le one of troth)
, AM
Required fbr this sub. 1 ye _ _ no
•rW,
Area
-1.R
�� �,i�� i `�I are: �i', : ��� , ALTO,� `7
'ro}tsat f"tt� tt'te
{y�yy System. except lei Heati < Load.
Y►�'Y4Ylf-Y.NtT3l
< ''it: data ender 9�
combined h ' drern
l�l+atc: Input ``' ron' c r,�r � �
Distribution
trrent I bit trntaM T and I" tt't or Heat Pump
as beat i t ne', I ",Ion Piping Thtat aatatt Cart lratien
r � f;.:
C ink t t Mini tstxm Duct He* Pump
n
3`YI tAtr.aenditittrtar. Ei'itsi�nntty, Location Duet 7'Issat^l�tat ColYliratitn
k:1GRO, hTTIC/?%k>..W
eai�l'I3�ts (ell olit�tas'est)
{I Ilcr tratlttg +wad ttM3lfi stt%m rater bard mi#lfttion reOft t)
.Va' reol +1 ojeth"It Met, 2"wa.ts only)
?( altar Woo# W aartl atom grid a4Rlt **ter or Add 'varifieW nftqutred)
ai:"i'Ig�rrtfi ChargeJAt:l' blow (olltrtsua rra � arad tl• td �?
st or and t~# }` I tt!er or t'hrld vtrit ttltsrt requir ed)
Alta tiv't» to Sealed, Duets, � '1 XVs (s � , Ali s l m+s res ffor l" act Ctl ate t ne)
CliMato zone! W'itit . W, ia# �x�tt r 1 tt t
WATER, NEATM, SYSTEMS
y+ External
Rated' Tad Factor or Took.
Water Walter Distribution Number Input (W Capacity ReooVery Standby' insulation
»a
L _�.
1. For}anal ur`h �� of � ��° �9 t , etaotrla' t asa, ond•hut: water hoste", list Fnargy
Raator. Ftor lw rt we t tit rrgt rl '( t+ ''istptrt of aater'tl un ? �t104n MRt�rr)B list Rated input, Reeovery B clasey and Standby Loss.
For inatAntanadutt>gt�s w+ttt,r ltaattsrasi litK rsued input snd weer#�isry al lsloolesr.
F , Package C and D: TXVs, S Duets, Radiant
rr t it * i stsll*don requiretnents for m4ilaltbaltitm4n Section 8,13 of the 2001 Residential Manual).
r
�,.Rem..�"^ww,.,rww�.w'"._....,...''"•'�...,,�..a.;"`"*,......4,...^:..�,.....�,^°r�.,:.,..w..,,-,"' m,�.,�..« M ten. �.,�.,.�.�w>wr'�44`w.,»ka,,,�,s.,s»w., .�,......r. "o ",�,...�, .,,.>, ,.»��:,ad�„w, ,n•�� .,,�. m,,> Aae.6'r��.�
4w
1Of
� i2oo`h�l . V
i� i� � .
Prrsrt tic tst
t F
c: it�l
This ct3rtlte o�`o+>� lianlists�k�l� stud o� l�pi✓fi�n ;
�
,�'
Title 4, Pitt I and Of �f Cllli, � ' , ., .
i ..
.'
t�'` .
of c�iil rtoe ins snbti t d: f4r a 4t buiiding 3 r to be �1t in mufple. oriJ0l� � s,
tml* t
ted in tie »1 �e"un�' l lll#' let . ne 1* ' �' its 1 using
is v��t��is ttldia � g
. .
v+ari _ inn b an
v;r'
'�'�Vr( re wires il�talt+er te:ttin and �tifititM alld #�� d � y tpr
duct acaittl� and �
rater.
Designer or Owner (per Dws nc and Preftniorts Code) llotyamenatattion Au'tb rr
Name: —HUN6 Wau 1 tne:
TitleMnn:
Adt3t'aes: W, At, -TO
.
IA AKIA C i l E
l rles tie % f 415
7 Telephone:
y
lll► h_ ! '
Lin. 4:
Of" 1 6
(stgnAture�) ( (st""irorr (detr> yy
i
En a►reement Agency y e5vTURWALL.
Agency:
Telephone:
(signature ! stasssp) (date)
Colrnpii�rt°to ort ra;: Zgurat ',fii A-
rrt' i ► ..:art that Corttpi#� 0e K&ms Atsgcrat '-' 1 A- f;
r e
y!�
r
,
r
1�trtro. Ltr�vrl� restnt#ol bu#Idit�gs su2ect to the Standards rn a�r�Ca£t�t t#�'tsarlt�=+r�� ilk.. �, sni. gotta: I�as�+vr#� r+r:aiderstl� bei! 's,�+r�t to -tart s� Mttst aantt¢frt'tfit t�ttGt�a>rtl�a oFtlste octplittt "'td �
Items ttnarkectl with an taxis " . to tl- d vvlth i a or M be s do more wi ont cow taa�tl uirtnnents 14dvn do �itct s
k ) � be sty t y nnare m t t�tn rut nits listed ott'� r1 &+eta ` I m {) ! a
o at�nce. �rsn:tb , tin do#s checklist #s itr rated #rtta the , t�ttit'doauMtt }� a sh ` � # u## 9aa
milli ttcoltltsl is Stttratrxt inttr t#ne h dttMt9ttttt, t#te,tttures rtrntad shall be eotasistd'.by<al# :parties as C:orrxl#tea eota rttsi t f atts trtt ba rta by if
rai i iutts cram nent &rmaoc s minimum component �rrMflnce speolflcations fear the Mandatory smures whether they are shown erlsewhere in the docutnants
pe pcci€lt�aitttnns for the mttndat<iry nrteasures whctihar they arc showrh ehscwitet in the docctntdnts
or 0& this Checklist only. or on this checklist only.
1,) tttictlons: Check or initial applicable boxes wham completed or enter N/A if not applicable. Instructions: Cheek or initial applicable boxes whets completed or enter N/A if not applicable.
¢l}0«.143; NVACO-quip
ftn4vtttrsr-lsettCtsultowrrlr+resttt' tc �tiled
t+the4stn#iss#dtn
.t . ); t atlttg" it :loads t stl<rtlslgt l' In sir r(�: with AR AE, SWCNA or ACtA.
00: Srtbaktl ruwtat-tartalt'a nliealtl+a *Wore sling
$t yti Pips And Uv* insulation
1. Ste A gl waiter 4tttasa rt w+ith',arr $00 of loss th* Sl invd- be al ly wrapped with
iruul�ti httvits#<sas in'stallett tlsr t tesi as ot'R• It or. tcr.
2. Fint S feet, of pipes'c1bmt to water hestor non s sitouiating systeM1, tow atect (R4 at s rnrter)
3. l3 ic�ssptathlts ftrr.solar• Al'� .0i sw ;ttr s, sir other irsdit €t-hot,alter t+rrtks have R• l2
Aatertsal l�attirsr»l;eotttlittbd�tertlta�d_(atiors.
4. All, buried or 006sW piping imulatad 3tt rtas#reulatittg tasctiro rrs'cf1}at +ate systems.
S: Coolingvjowpipistg balow 550,11 insulated,
6• hewn$ towt:oWntlirmhot water
tltplitikrt ball A
"A�
r ot46to rtartMwtt l
a Awttssh on a r+aatiily M
� tttrn�ta;widt�a»
ue alttsat�tiv�,lo;thia
"U10tiasn cover) 1.✓"•
+
orrlpliara orma Autatit ° t51 -6
.STAIR SECTION
m
14* 5
I EUN, -i'll-I 1 ;Ki
716 6 e M P L AG TF, P,
KN fle-r. t-AT4
2 X4 PT W/ 516''X
,�-5HEPQ , WALL- 2
51M�60N 57UP
�3 Pow l:FL—, 04 0. 6 5, x -r5.w P
PEAT 716-6 6pl-14
W/ lOa. 'l(,l,Cj W To F*O V- 7-lAj Ll Iz
4 CZ) 5, LA
F--F G6 K Q5 P
bA Q
34' 1,N,-T0 -c-A,,4,3 OF. Two P4U 9-
(
F
2-
5A Q,-.) 0
IG(v
. . ...... . ......
... . ...... ...... ...... . .. . ..... . . . . . . . . . . . . . . . .
EXTERIOR FOOTING
3 INTERIORFOOTING
I
4 POST
AT SLAB
. . . . . . . . . . .
140
51MP-50N STRAP
T X 5 UAL
w
►, Ifs, U', TO ��-TUV-!5
-r 16S H U 5
------ EIXT I. AU"
'BEAM TO EXTERIOR WALL
,504,6- rl-ATS
x 5� L" C, t, K6
"17
X 1 Rio
T,&, y ical Wlhdow''He'ad
p
..... ... ....... ... -
WEN
T' 5
5it,,,ifp6oN OHT
W / & - 5165 11 0 L.A
5UILPIN6 PAPER
MOO STOP FLA5HINO
FULL PERIMETER CAULQN6
CAULK M015TOP TO NINDOh
FOAM TRIMI:A5 OCCURS -
IN5TALL OVER PLA5TER
NAIL- ON KNpoloN
JAMB kNITH NAILINCB
FLAN6E - 5E-T IN A E3EAD
OF CAULKIN& (5L. 6L.
DOOR JAMB, 51M.)
:2 4 5'T Li P 40
r3P W /5el
ROOF AT WALL
---- L-Ar -TOP PLAT6 04 [)0Ut3LF, -TOP FLAT9
dip. �. u5 /
--jr:
6H6AP- V,&
�z x 50WO E� L K61
51C JHT
D 5 L :51'U 1)
-TI(PICAL U,N,O,
WALL
TYP't AL
To TAi-
lcod WAIL.Si LOWS;Z PLAT s To
Top or 5TUD Per- TAF3Ls 25-P
ST G'224 llJ R-A(-r-, OF
P L, I C t5, N A I L. I W 4 ( Gr, Wr E r-- 15:> T r-A P ON P L, Ar r,- 5 PL 16- E,
rr
[*A j I A isTs 2 Fa i w
E. WHV� E 066U
NAILING
P13L 5LK� E315.LOIA WALL
A o ov 5- ( WH F Q E. oef� C- u R �V)
E,
r, L I P O� L- K C,
W/, ?, 5 -1-0 10 r P I- Al'E�
(4 Po-e> T
-Ir!50W 6OLUMN
5> � T F A F 60 44
2 5/6' 1 't e� L--T-,:�
13 - # 4 E3A lz
� - WA'(
:P TH
*T�ov� 01"r
P-�,JCAL. HEADER SUPPU` r\
... ...... ..... .....
WALL A50ve (wHC-,tZe 06CU
EY,)U�PAP,*f NAIL-$46 TyP, OW �HEA[Z WALA-
DDL Lid 13ELOW WAI-L
A B e) V E� C W H E P, E U 1?, �)
2 Y,� OLIP bL KCI, W/A'3- 5TO
N TOP P1-. PErSHSAR, WALL G6HF'lp.
F,AR WALL PE,1Z 56HE�D,
., 5-ruc) m1w.,
F K A t-1 I W C-4
5T OIZ M45T I PLAN
AT
L.4-A""'I'l Ff-� ri 1-1 i
A
".�,�'2 4 4 z.
3.
. ,
. . . . .. .......
.....
... ... . ...... . ......
EAST ELEVATION
SCALE: 1/4#1= 1 I -Off
WEST ELEVATION
SCALE: 1/4"=, 11-01,
11
-7165� OYTI CV,1L Mi,5,
eN
le� tOlA16HE.�X455,T,
.... ......
wok i APPITI&A
E-A�T 5Tr-vtX'-,,TUr*Z'F:,