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ROOF J015T5 RE; PLAN
NAIL WITH (5) -I&d NAILS
TO JOIST ON OTHER 51DE
OR RIDGE
ROOF 5HEATHIN6
12
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THRU -BOLTS
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2XI2
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^T :20-011
(2) -2X8 (5) -2X8
(5) -2X5 (2) -2X8
COLUMN
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5/4" _' I' -O'"
ROOF 5HEATHING
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RE= PLAN
ROOF f9RAMIN6z NOT IF
I. ROOF 5HEATHING 5/8 (48/24 SPAN RATIN &). STACS&ER PANEL END
JO1NT5 AND T=A5T1~N W NAI ITH GLUE AND IOd L5 AT 6 «" MAXIMUM ALL
EDGES AND V -O" MAXIMUM OTHER SUPPORTS..
2. RE: AR CHITECT FOR ROOF SLOPES AND BEARING HEIGHT5.
H E
(5) , . , 2X8 UN! NOTED OT Ef 5 .
QU
4. ALL HEADET25 LONGER THAN 5 . O +" SHALL RE 112E 2 TRIM RIM 5TUD5
AND 2 KING:s 5TUDS EACH 511:>E.
N E NOTED OTHERiNIS E,
5. ALL J015T HANGERS 5 I MPSON U TY PE U L 55 O
EXTERIOR STUD
ROOF Jc7IST5
WA�L.L W 1 TH'
RE= FLAN
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6. ALL BEAM TO COL B A CONNECTIONS OTH TOP D BOTTO , S HALL
SHEATHING
THE I E 'ON
U5E 51MPSON PLATE CO NNECTORS UNLE55 NOTED O RW 5
D E T AILS
ROOF BEAM
E. P AN
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1 1 1 #4 X = 1 AT 11-4-f _*'-b" CONCRETE51-^5
I I I I u) NITH #4 AT P-4" 1
r EACH NA'r I
11 I 1, � 1 9. � WDOD: I I EXTERIOR 5TUD HALL -/Z-- _#4 X i I 2X 50LID 4"-&" CONCRETE SLAB
I I I I I LIVE LOADS USED IN DESIGN: I I I HITH SHEATHIN& . RE. SECTION 1/54 1 1
, I I I I A. ALL FRAMING AND TRUSS LUMBER SHALL BE DOUGLAS FIR, GRADED BY I 4'f-6 CONCRETE . I I I . I
I A. ROOF 80 PSF I WESTERN WOOD PRODUCTS-ASSOCIATION AND CONFORMING TO UNIFORM BUILDING HATERPROOFIN& �4 � 5LA5-ON-&RADE FLOOR 5HEATHIN6 '4 1 � 4 - I I I " I . -1 .4 � I ": A - � � . 777 . �'. �
I ' 'I , I I CODE AS FOLLOW MEMBRANE EXTEND 1% 44 RE: SECTION 1/54 1 % _\ . A I , I �. 4 . a I 1 4- � db - . � " - I `lllimmmii�im ilill , I
11-611 SHIMS /
I - I � I B. 40 PSF � I P-ro" UP HALL = li�_ I - 1 - I I '. PE - -_ I . --- -_ - - - qp
I I I 01 dad I I a - 5LO - - - I --- ---
1 2" THICK - +* WIDE ____ I I 411 I - --------------- 0- ,
I
I I I STUD FB - 675 PSI �? = I 't Is I I I I � � � I -_ � .
.11 C . WIND 1 (:2)-#4 r" 1z 5L -_ li�_ 11 � . I I . ,� , I -_ . � .! I I
- I � I I 1. BASIC WIND SPEED 80 MPH 5* THICK - 5* & WIDER NO. 1 FB = 1350 PS I OPE � , ". I , , 11 / , - , , 4 < I I I
1 2, EXPOSURE B I NOTED ALLOWABLE STRESSES,ARE M IN IMUMS AND FOR NONREPET IT IVE USES PR IOR TO 11 - J. I I a I . � . - , , - 0 060 1 0"M. . . I
� 10 - 1 , . � ; I I I
, I " I R , , 1 _ < I I I
I � I I I I a i, " it= , � . . I I `\
- 0, EARTHQUAKE ZONE 1 2XIO 61_001<fNe . I I � . I I � � I z �
I I I L_w --I------.&- I &
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--- - `;!� � , m I 0
1 B. PROVIDE I X 4 CROSS BRIDGING NOT OVER 8' ON FOR ALL WOW JOISTS AND 2X . ___ __ __ - \ ;,� "'
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I I "I Z4 11 uj I= - ,
"
I I E � LIVE LOADS ARE REDUCED PER CODE IF'APOLICABLE. I SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS � ,
1i; �
1� i I I 00
I
,
I I I I . WITH COMMON NAILS ACCORDING TO, THE UBC SCHEDULE UNLESS OTHERWISE NOTED. � I " \-HATERPROOFIN6 < <
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11
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I I I I I I I I I ,> HITH I �i� � �1-1,11 I CE1 0,
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I I F. BUILDING CODE 1 1997 U.B.C� ", I _� MEMBRANE 0- (O
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I I I � I!! � _ (/)
I C. LAMINATED BEAMS I � 1/:�"<P X 10" AN6HOR. $L
I I I I
I - I I 1,� 0-00
I ' " � Iq
i I � �, 2. TEST ING � I I , ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT BOLT AT :2 -O" I "o i � 1 ;� ,,, FLOOR 6HEATHINC, I w -
'' �, I I I 'i"i '1,,. ,
I
� I , \a.h I ", ", Lij 00
, I I I I I I PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WGLIB. ALL SIZES SHOM - F �'
I i; � 1
I ,
- 5IMP50N PC COLUMN " , '' Lli I
I I �, � 0,0
" ,
I . I CONTRACTOR SHALL FURNISH OR PROVIDE FOR TESTING AS RE ARE NET. I ', 0
I A. QUIRED t � ,
I I � I I � � 4 CAP , ,� _j
I I BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH (:2)-#5 10,1� 15T _j 'Ito
I I I I I , FLOOR JO I < = 0
I I � I I I I THE PROJECT OANER, ARCHITECT AND STRUCTURAL ENGINEER. I THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF � 1 4' \ _FLOOR SHEATHIN& � RE: PL^N < z <a)
I - I STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS,PUBLISHED BY AITC. I I 0 -_ - > 00
1, I I I I I I ' I all � cc I 0
- I �, � I � B. IN THE ABSENCE OF OTHER REQUIREMENTS, THE CONTRACTOR SHALL FURNISH 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV3 FOR SIMPLE SUPPORT MEMBERS. A I 0 0 1 V)
I I
I ' I, I I I , I I INDEPENDENT TESTING OF SO I L COMPACT ION, CAST - IN -PLACE CONCRETE STRENGTH AND MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY e- &ARA6E FLOOR JOIST - DLOCKIN61 0 I ,+ t o
I I I I ; , I I I . REt PLAN j I :z �! 0 U) r-,
I I I I I BOLTING AND WELDING TO THE EXTENT NECESSARY STAMPED ON EACH MEMBER. . I I uj �* -
I I , � I
I I I I I TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. I � 1, I \ JOIST RE, PLAN I I ::) x LL_
1 1 .� I I I I I I I - AM RE. PLAN < 0 I 0 m
1� 1 I I 1 D . PLYWOOD DECK AND/OR WAFERBOARD I � BLOCr-IN& \/,L. BF x x 0 r
I .
I I I I
, 11
� 1 1 � I 1 � I I 1 3. FOUNDATIONS- 1 . PANEL THICKNESS SHALL BE AS SHOW4 ON THE DRAWING. APPLICATION SHALL BE . � I _V.L. BEAM BE'r'OND (/) < I 0- 0�, 0)
, � I . , I
I
1 1 I I I , I . , I
, �, I I I I I I I I IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD � . - I I I I I I
�, I I I NOOD COLUMN I I I I
� � I 1 1 � CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE � 'TION , 4 1 1 . I I I
� I I I � A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS WOO PSF THE ASSOCIATION. I
I -
1 I � '' � '5 E (:,. RE!t PLAN
,
11 I - " :, I I , I I I I I � EXCAVATION. 'SOILS ENGINEER SHALL VERIFY IN * ITING THE ACTUAL SOILS,CAPACITY IS AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. - ___� I 1 3/4 = 11-011 . 5IMP50N HD2 - 0 1
1 , I I I I I I . I EQUAL TO OR GREATER THAN ASSUMED. I PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD, ALL PANELS MICH #5 AT P-4" HORIZONTAL-----�- , - I I 0 / REt . I I
, I I I I 11 I I ELEVATIONS HAVE MY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL AND VERTICAL <14 1 . 4" STONE AND T 4 CONCRETE SLAB HITH / PLAN I " I
I I I I 1 I I I I I B� ALL FOOTING BEARING SHO*N ARE ASSUMED. EXACT BEARING ELEVATIONS BE OF THE EXTERIOR TYPE. I � #4 AT I'-4" EACH HAY _% %w I 1-1 � 4 1 1 � , . I rr:� I � I
, I � I I I � SHALL BE VERIFIED IN THE FIELD WI ACTUAL CONDITIONS BY C4NTRACTOR WITH 3. FOR FLOOR ING USE 3/4 T&G STM - I -FLOOR SHEATH ING NA ILED AT 4 O.C. 4,, 4 FLOOR 5HEEA I wS. 1 . I I � lq� I , 4 4-A
11 I I � I I - - I � � , -
I . �
1 , I I I I APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF ALONG PANEL EDGES AND AT 10* ALONG INTERMEDIATE SUPPORTS. - .. , I FLOOR 5HEATHIN6 HITH . 1 4 1 " I A r , , ' � 4 1 � .- , , I " �� �4 1
� � 4 1 1
'
1 1 HATERPROOFIN6 . I , � .11 C%-11 I I
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I I �
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- � I I I 1 I'd I () . I �, 1 4 1 I
I I I I O,C. ALONG PANEL EDGES AND AT 12* ALONG INTERMEDIATE SUPPORTS. �u , .4 � 4 , I I , I
- I . MEMBRANE j I I - 16 1 1 " I
. I
I I I I - (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4- � .4. , 'A - - Z� �` - , ,
, I I I
" I 11 I I 1 48" BELOW EXTERIOR GRADE. � 4. FOR ROOF USE 5 /8 I A
, �
,., I I I I I I I I / � C . ALL FOOTINGS,ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR ' 51 EXTERIOR AALLS SHALL HAVE ONE LAYER OF 1/2 EXPOSURE I SHEATHING I I T i A6. , 0 il , MA T4 1
' I I 1 I - 11 � I I PROPERLY I 1 4 1% - �_,J, 7 �,--, ", ..... .. , , .,,_1 � I . _� 1 ,A �j � � 11 � 1 4 , I I I
- N I I �, I CONPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL'SHALL,BE � I .NAILED AT 6* O.C. ALONG PANEL EDGES. z 1 � � ,_�, A,�,, N _ � I I I I - � , � I � � a � ir� I
1 �, 11 1, I I I I I I I . I �� I It ,�: ... �: r". " �, , �� , I I �. 1, � � " * � �_: -_ , I- � . � �,, �& . , a , . � - I & � � �� A . I � A,. . A. 4 , a 1, ,
" I � I I I I I , I I I COMPACTED 95% (MINIMUM) STANDARD PROCTOR DENSITY UNLESS OTHERWISE 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOW4 ON PLANS WITH THE I ., � �_ -, "" '',�,: �,�I,,'�',_ " 1 � 1 , ,� � .1 I � A 1-� 1 9' : ,
:'_1_1�1, , �� I 'll 1, , I I I � , I I -- - � - , - -_ - � - I I - -mm-4 4-1 � - - - - - - - - - �qlr
- I- , � I I I I I I I I � . I RECOMMENDED IN THE SOILS §EPORT� IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL I FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. .. q� � RE; PLAN I ''
11 , I I " � I I I I ` 1 I Ili- 44 1 1
"I K I 11 ' I 1, I I AM RECOMPACT WITH APPROVED FILL. (RE- SOIL REPORT FOR DESCRIPTION OF 1 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND N % - 1� � 1, " .. .0 �
, I
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....
-, , 1 , , ,I'- I : I �11 1 1, , I I I I I BEARING SOIL.) I I � GROOVE PANELS OR SOLID WOOD BLOCK BETV0EEN SUPPORTS. A .... �10 I - � T I � � or 1),
��, : " _: � - 11 11 � I I . - � I I
� I I I'll "" _� . I . = I .".. , I I � I
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4 1 a ,
- I O. DO NOT PLACE BACKFILL AGAINST GARAGE WALLS UNTIL GARAGE FLOOR IS IN PLACE. E. PREFABRICATED WOW MEMBERS S14ALL BE THE TYPE NOTED ON THE DRAWINGS AND 0 I I , ,
1, , , I I i4 (m � '' ,
�� � " " � ; � I I I 1 1 I I , I I ' . 11, I _ ff �, 1. , 111i I I �
I '' - I 11 � I I SHALL BE *BCI-JDIST* AS MANUFACTURED BY BOISE CASCADE CORPORATION. 41, Tt I , , . I I I I
I 11 I I I , (,-)-#5 - I
" I I I I 'yd 'd � I .�
I I I I I ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES . . I 1 4 � I I
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I
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I I I I 1, I I I I I 1 17= 1 'A it - I , 11
I I I I 1 1 � I I I I E., CENTER ALL FOOTINGS UNDER %ALLS AND COLUMNS UNLESS OTHERWISE NOTED ON q I b, &EC.,TION I I I I
� __ � , I - , , 11 I I 1, I PLANS, I SHALL HAYE,A LOAD CAPACITY IN BENDING, SHEAR,'AND DEFLECTION EQUAL TO OR . _ �p 314 = 0 4!!�
1 1 - I " I I I -O il I I I
"" I- I I � I I I I GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO � FLOOR JOIST 11
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, '
_', � , " � , , , - , I I I '' I I I F. I �' CONTRACTOR TO PROVIDE, AT HIS,EXPENSE,.FIELD DENSITY TESTS ON COMPACTED�FILL BE AS REQUIRED BY THE JOIST MANUFACTURER. RE: PLAN RE: PLAN � . I I � �,41 , I I I
�, " , �, " , , , I 1 I - K 01 I �111�v I , I , , ,
I � 1 11 I I I UNDER FOOTINGS AND INTERIOR SLABS'-dN GRADE. A MINIMUM OF,2 REPRESENTATIVE -1 ? (:22) - # 5 - I I
� , I I � I I I ' I I I
," 'I', I , 11 I I I TESTS SHALL BE TAKEN FOVEACH FOOTING AND SLAB-ON-GRADE. I , , F. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS 541 FLOOR JO 15T I
1:,� I I , I 1 "I � I I I I c � , y Fmm4 1 � 1� I 11
11, , , 1 I I I I , CAPAC IT IES; FB iiii 2800 PSI, E - 2,000,000 PSI, FC - 750 PSI, FV - 285 PSI. BUILT UP - 2 ----- I
I I , , 1 1 I � I I REi PLAN I I
, I _� I .11 I '' I I � �, I � I I I I I MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. � I I 2X6 TREATED HITH � I I -
:,, I 1, , , - ", � 1, I . I 1� I I I I I I - 1 4� 0 , 1/2' X 10" ANCHOR _�_ I � I I , 11
- �: � �'; " " � , I G. NOTIFY SOILS ENGINEER MEN EXCAVATION IS COMPLETED SO THAT COND ITIONS MAY BE CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2' OR 5 1/4" WIDE MEMBERS. I I I
11 I I
I I I
-1 I 1, - I I I I ''I "I I " I
, " I I , I I � I I I I I �
��, , I I I INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. I � C4 ) #5 AT :2'-O" HORIZONTAL BOLT AT:2#-O" . I EXTERIOR STUD HALL 1' � '' 11 I I
11 , , , , I : I I I I I I 1 1 . - RTIC P41TH SHEATHIN6 e I I
1:, , " ': I - I 10. , NON - STRUCTURAL ELEMfNTS: . AND VE ,,AL I I I I
�:,! , " : ,,,, , " , I I I I . I I
- _11, I I �5EC�TION 0 A � � I 1 -1
, , , " , , I 1 4. SLAR-ON-GRADt I - I � � c� I I �
I ,�, ,� ", I - I I I I � I I 1 1/2" ISOLATION . � I I I " , ,�
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I :� , , 11'
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,-, 1:, I � I "I I X �' � e 1'�� " A. THE PREPARATION OF THE,SUBGRADE FOR THE SLAB-ON-GRADE SHALLDE IN STRICT I �, � I ''I �
I - I I : I � - � I 1 , , I I I .0. "I -
I I - I 1 1 :1 - I I I I � _ILS REPORT REFERENCED 0 E. THE ,,,, -----\ , I I I I 1 1
I
,
, " � � I , I I - I I I I � 1 ACCO I RDANCE WITH THE PROJECT,SO AB V I MOVEMENTS. SUPPORTED 5/4" = 10--oft 4" 5LA5-ON--6RADE 0 �) I 1, , ,
1, I I I I � - I I 1 � I I A� ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OIR JOINT 4 1
1 1 1 I I BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL I � I
I
,�"' I 1 1 I I ''I I 1 1 I � i� 1 4 1 i� , "
" 1 1 1 I I I I �, � ; . I CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRAD9 PREPARATION HITH H.H.F. .,, -1 I � I , , I 1, :
I � I I I I - - I " 11
I
I I I I I I I , _#5 x AT 2'-O" 4" 6" CONCRETE SLAB . 4111i �� ,.Ill.
0
11 "I I 1, '' I I - I REQUIR04MTS TO THE GEOTECHNtCAL ENGINEER. I B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE,PROVIDED AND SHALL MEET I * I �,
1 � 1, I I I I I � I "L (2)_#5 1 - CTION I/S4 I ,., I I
�� , , , , 1, 1 I I I - A RE. SE I I
,�_11 ,,, I ,, I ' I � I'l I � � I E OF CONSTRUCTION SPECIFIED BY THE 11 � r 11 4 1 1 1 1 1 -1 I
I � � � I
I -11 � . ,
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11" I 1 04
" � , I ; 11 - 5. ,, CONCRETE I ARCHITECTURAL DRAWINGS. � 1, . .
, I I, 1 � -x; _1x_x ATERPROOHN&
1, I , I I 1 4 , . A , , - _ � �
I � � ': I I I __ I I ; � I I I I `� � I I �
- I I I I I I I 11 , ,., -�, I I A I -
I 1 I I , � I I A, , ALL CAST- IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND CEMENT, TONE 11. GENERAL: %.. �. q�j' i 4 SPACE BACKFILL � I " � ''
� ; ,, , , I � " � I �, I - I I I x ., X, .. A COMPACTED CRAHL-- - H I 0 ,
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11 - I I I 11 " 0 .,;.-- � ,�.� 9;��%, , 4 Q � I "
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, �,'_ 1 � I 1 1 '': I � AGGREGATE AND SHALL DEVELOP 3000 PSI ' COMPRESSIVE STRENGTH IN 28 DAYS. 10 ;,0�1�11�ip. ;,_� �'' . � � - � I -
_'� I I ,,I, ',.Ill, I I I � I I I I I I A. I ENGINEER'S ACCEPTA14CE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. � ;. ff � 4 / 51_<>PE� i 1 4 1 1 I
I ,,, - 11 - .1 I �"11 " '_1 " I I I � I I " , I , I � - - v I
,� __ � � �, � - � � ''I I I '8. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. 11 I * ., � I I � 4 1 1 �
: � - I , I , � . I - , I 11 I 11
� I I I . 14 3 - I , -
� I I 11 I = � I I
, I �, : "': , I I 1, 1, , , I B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WkLLS WITH MECHANICAL AND I I ' A - 4 I I elk 1 I �',
, _ I
I I �, I . � - - 4 -` . ;
- I ''I � �, 1 I I I I 11 I JOINTS SHALL BE SPACE6 10 FEET AND TROWELCUT 1" DEEP X 1/8" WIDE. CARRY ALL 12 () I "' I T --- 4
�11 I 'I.' I ,�� " I I I :� I , ` I 1, I I SLAB REINFORCEMENT THROUGH JOINT. I ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, AND REQUIRED . I I I I 11 If - - 4 1, _ _ I 1. 11 "I I 1 1 11�
I I ` 1, , � 1 1 I I I I � , CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. " , -1 � 12F " , - )_#5 11 � -_ 1 4 1 1 , I I
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I I - -1 0. SLABS_TOPPING. FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A - "" Fn`,
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,: , I C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER - 1 1 �'�,' ,',��,�,,',,, 71 5 I I
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- I I , 1 � I ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR <�,ONTINUOL15 BEVELED- - 1-11" _11", , �� �,,,, I I I - \ I u
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I - " 1 � I 1.11, I 1 I I I I AC I BUILDING CODE,318 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED I � - - 1`�, " " " TION E� I I 10 I , ''I',
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, I , I I EDGES OF CONCRETE WOW, SHALLHAVE 3/* INCH CHAMFER. USE STANDARD HOOKS ON ,,---, -,-.';��`�,` ,' '' .
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1 - I E. , WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOW4 _\ I 1 1/2" ISOLATION JOINT 6ARA6E FLOOR JOIST
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, � � 11 I I I I I � ''I 1 ,6. REINFORCEMENT: P-W UP k4ALL 144 7lil dt, - --- I
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I 1, I GRADE,615, 60 EXCEPT TIES, ,STIRRUPS AND PLATE ANCHORS *HICH SHALL BE F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD 5LAB-ON-i�5RAE>E /
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, 3 � � 1 - I DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. � I ARCHITECTURAL DRAWINGS. � RE: SECTION 1/54 1 -ATEr --------S #5 AT P-4" HORIZONTAL__ V* - I
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� I I � 11 1, 11 I I G. EXISTING CONDITIONS WERE ASSUMED FOR THE DESIGN OF THE STRUCTURE. IF I % I '�.L",,--, �,, - � , ,
- I I I I 11 S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIB5 AND SHALL 13E LAPPED ONE FULL ::6 (.2)-#4 _. t t "", � , I -,. " " A 4 1 u 11r)
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I'' , I I 5LOPF , = 1/2"O X 10" ANCHOR - 527 / AND VERTICAL L.4X4><!��/e; Y41TH 5/5" , ,
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,�: I � I � I 11 � . MESH AT SIDE AND END SPLICES MD WIRED TOGETHER. EXISTING FIELD CONDITIONS VARY FROM THE ASSUMED ONES THE CONTRACTOR SHALL - I I -7ZF- I Alli I 1 #4 X 1 6 11 d� � . � -, XL - : I � STIFFENER PLATE AT I I
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I I "I 1�1'1 I I I I I I I - I 11 CONTACT THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR VERIFICATION OF THE I I � - . 1h ===:ii m_ 2XIO 5LOC,KIN6 11 - . � I I *'- . � '. - , I I A 2'-O" AND 5/4NVX&" . I I 11
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"I I � I I I I I I I � 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2' 5HEATHIW-,- ABOVE I ,� � �� �% - _` ` -I 4�4 , . A (TREATED) RAM5F=T I I I I I
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1, � I I 1 1 I �, 1 4. SLABS AM WALLS , (NOT,EXPOSED TO WEATHER) � . 3/4 1 EX15TINC7 ROOF I HITH &X& H2.1 X H.2.1 H,H.F, 4 1 �,�
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11 � I I I I - I 11 I D �' NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR.AUTHORIZED ------BLOCI<IW-.y � ' A, " __N 1 � - � I 1 01.4 1 1 ;
11 11 � I I I - I I I : I BY THE STRUCTURAL ENGINEER, LAP SPLICES. YHERE PERMITTED, SHALL BE A MINIMUM H 1 A ;0 e ?_ 1/2 5 1/2" DEEP 5LOCKOUT I 1 4 1 � . I I I I I .
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1 I � I I I I I I I I I I - I I � I - OF 36 BAR DIAMETER$ UNLESS NOTED, MAKE ALL BARS�CONTINUOUS 11 I,- ` , !F;PILL PLATE IN EX15TIN& /_ (3 h � , ", , � 4 1 , , 11 �
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1, � I I I " � I CONCRETE WkLLS, SLABS, AND, BEAMS. ALSO PROV I DE TWO #5 X, * - 0 D I AGONALLY AT F_>RIVEHAY 15X15TIN& FOUNDATION
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I . � 11 I SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE 8, LATEST �,,' ,,;�,�,," . N I 4 4 , z I I
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' 'I 11, I I �, ; � , 1 I 11 I 18. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST I i I I - FLOOR -SHEATHIN67 I I I I I I
I � '' 11 11 PROVISIONS OF AISC *MANUAL OF STEEL CONSTRUCTION." . A r>RI\1EHA'r1_1_1 ---- ___ / HITH HATERPROOFIN& I I
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