HomeMy WebLinkAboutPermit File BLD-2019-0202 Plans 1601 R Avenue J _ - .
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CRITERIA N . t IIri ;
/- CITY OF ANACORTES . it
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE SEATTLE BUILDING CODE (SBC), 2015 ,�SIB>./ ; ArK 1 Q ,.
EDITION. / PLANNING & BUILDING DEPT:
2. THE EXISTING STRUCTURE HAS NOT BEEN EVALUATED OR STRENGTHENED TO CONFORM TO CURRENT SEISMIC CODE REQUIREMENTS AS PART OF THIS PROJECT APPROVED PLANS Cs. " YOE,, ems. _,. ',
SCOPE. THE ALTERATIONS SHOWN ARE IN CONFORMANCE WITH SECTION 403 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2015 EDITION. - ___`/'31" PER.:';`=T 'O -2O �-- aL
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY / � 1`'t „ ADU+ t -1��` �"L
DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE OWNER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S 26.00° , Zy �-- 5Vp,Nt P'5 APPRO,;ED BY. _ y �� �-
ETC. AMONGST ALL TRADES INCLUDING SHOP FABRICATED 1----57--6
\ - "" C�R�'D
RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ) f ` pN \(ID
0 V�1 TO r R® SUB- CT TO FIELD INSPECTION. APPROVED PLANS
ITEMS. 16`-
1� �,� (��1I��� 1�1���NG� SHALLNOT BE ALTERED WITHOUT HOUT AU f'I�O€;9 _ TI
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK AND PRIOR TO SUBMITTING SHOP ���:17.• 1_"�� '' 16`' y � TAP
DRAWINGS. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING �' __--- \ T ----'�
CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF 1(o_`'p___- � ! --�"J -t.
THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR r3 „ KN�D Gp,N'C11-�vE��P _'-3; "-'�.SG' F IL E r
"®'
QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. _ r �H1G �`'�,I _
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SUBSTANDARDJ CO
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5. NOT USED I1,4.___,-,_ \ 1 \\, \
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ry ��� , � 111 SIN `' QIS R1
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE G�,_8 �- _,r- -1 -- ' �. \ " I ,
WORK. _ _ SO/ ...„.,........_ --:\'‘'',: ' \ ,.,,..• -.0.- r 0 0 14)
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7, NOT USED tr
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1 1 1 1
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8. NOT USED � � �I ` I ��, i115. `1 wwr� , 0 1 VTR .�,p� 1 , �a •
(4 PLACES)__- Q 0
9. SHOP DRAWINGS FOR REINFORCING STEEL FOR CONCRETE CONSTRUCTION SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO I 1 /N 1 , 1 \ I pN�G \ 1 1
FABRICATION OF THESE ITEMS. = (4) CD
Q�2 6-4 I I �� , ww� ` 1 1 SL��r 1 I �,ti el 1 y 4y
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10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE fir ` is III1 ® C�1 ', 1 �1 26 1015 c ,
CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A //_,� i a'_17411, iI UP 1 cv� 1 `h 1 1 1 V`1` \ • ,
' 1 III
o ��` ,1 1 1
REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. iir ,,�� '�• 1 1 _
- 11.1 u)
STATEMENT OF SPECIAL INSPECTIONS / : /
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1 1 ' 1 I 1 1 1 1 '; , aa -- ■ v,
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1 11. STATEMENTOFSPECIAL INSPECTIONS - STRUCTURAL ITEMS: `' ryd \\ K 5' •''•I+■q_Ii "---f ,�'■•, 1
c/ ,/ cq I I Q vb 1 " 16 r,rrr�' 1 ` /,� 1 1 _ _ -' -_==- 1 G \� GO
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SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH / ; V I I F 1 w1 / _3 _ 1 J _ �_15 1 1 If` -
ISECTION 17 4.2.4 SUBMITTED T THE OWNER STRUCTURAL ENGINEER CONTRACTOR AND BUILDING OFFICIAL FOR EACH DAY SPECIAL - 1
REPORTS PER IBC 0 SU O --�f , ,1 I 1111•155.
1 _... -_ - 1 1
-3 s _ - 3153. 1 Ili 11/55.1
INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR & - -I r -, G1g-,3 1 _=�- ` 1 2 1 I = 1,1 „ „ 1 Ill" - - <4> TO ALIGN N (I) (I)
ADDITIONAL INFORMATION. I I �.�r-�"d 12 x24 dp 1 1 1 IN ' ��yy
-d- 1 I "'► "� ' - _ 1 1 I _5,,,;, �>z I W/ WIN OW ` c Cass) W
I 6"TYP f 24"x24"d �� a - n? 1
STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE STIS' ��", _24 \ 1 5g12,. \ I JAMB ROVE ■ -m S.
1 1 m a
CONCRETE (SEE GENERAL STRUCTURAL NOTE 13 FOR ADDITIONAL REQUIREMENTS)* %� •Ammt,„64,00,,,,
�,/2.0 a�' 1 ' 1 155'b 1 , i 1 I 1_ ..�..r- 5T�51 1 Ca1 ��(9� \ NBC > 0
REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1705.3 ITEM 1 / 1 4 1 1 P�'aCONCRETE PLACEMENT** CONTINUOUS TABLE 1705.3 ITEM 5,6&7 _Ai- Nr 1 '1 1a 55�"!' p \ , �1 1 1 \ I y_ - St- �.
15 -1
CURING & FORMWORK PROCEDURES PERIODIC TABLE 1705.3 ITEM 8,11&12 �" 5S/it 2 �'�� .,F- 1 24°x24"dp pl 1 11 1 i ', 1I 4> TO'ALIGN ___--,,--\
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Qe 5ati2 ' i 1 1 1 .. 1 �I�II W/ WIN OW - C
EPDXY GROUTED RODS OR REBAR PERIODIC INCLUDING INSPECTION OF EMBEDMENT TABLE 1705.3 ITEM 4, F/ ',�.-� 1 tra �.' 1 1 1 , ^ ti �o'r \ JAMB ROVE SA.
A.
1 1 1 �'\ - -' CD
1
DEPTH AND HOLE CLEANLINESS PRIOR TO ALL ACI 318-14 SECTION 17.8 , yd 1 �. 1 _ ~' �153,1 lL - _ \ Z�'�= . 1 + 0 1 1 2 1
INSTALLATIONS (CONTINUOUS FOR UPWARDLY INCLINED ANCHORS) 1 t Q .<
B. Iq/56.1 l 1 ti 1 k, t
* EXCEPTIONS 1 THRU 5 PER SBC SECTION 1705.3 SHALL NOT APPLY TO CONCRETE WORK ON THIS PROJECT. :/,.W:::21=-4---.„_:::: 1 s 1 'FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH AC1 318-14 SECTION 26,12.2 .b \ , , .:ANCHORAGE t' ' N 8 STET , t "..r4STD. 's' ` - - SIA1-4 ___ , - _. - \ i .;A:40,,� PIPE PIPE _ , "�.► 1� 31 �3j�' r �� ,4 I PLAN N®TE:12. EPDXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING INSTALLED IN STRICT ACCORDANCE WITH THE //�r ? _E__- SV'I 1 24153� ► 1 , ,
ICC-ES REPORTS INDICATED AND MANUFACTURER'S INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS: °'SET-XP" AS MANUFACTURED BY SIMPSON � _ �Q� �- _ �',<�. ��� W 26ti 16`"0 ' 1 . ALL BLACK MARKS ARE EXISTING
STRONG-TIE COMPANY, INC. (ICC-ES NO. 2508), OR "HIT-HY 200" AS MANUFACTURED BY HILT!, INC. (ICC-ES NO. 3187), "SAFE-SET" INSTALLATION WITH HOLLOW CARBIDE `- q�° Q� /f ��"' 1--- -" ` _ STRUCTURE, NEW ELEMENTS ARE SHOWN
DRILL BIT IS PERMITTED; OR "PURE110+" AS MANUFACTURED BY DEWALT/POWERS (ICC-ES NO. 3298). SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE (� '�-- ` ,L`'/� 16' IN BLUE.
SUBMITTED FOR REVIEW WITH ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC-ES 12/51.1 ° _. `_ L_:,-= -- 12/57.1 1'.,, 1 1"'.L���
ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION IS REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE /
6
USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY " ' _` / 1 LEGEND:
ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. r 22-p fr \ ti? \„ 12153 . '.1- 1.
„
INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED __ 4:1-.4_, NEW 8 INFILL SLAB W/
I REINFORCEMENT PER DETAILS
PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2. HOLES SHALL BE HAMMER DRILLED AND DRY. itt Adil.'"N
1=
RENOVATION ' N 17.: NOTE: 0
ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURAL
13. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT NO OVERCUTTING AT COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL
EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OPENING CORNERS DRAWINGS OR CURSORY FIELD MEASUREMENTS AND ARE SHOWNFOR
OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 10 PSF. SHALL BE ALLOWED. INFORMATION ONLY. CONTRACTORS SHALL FIELD MEASURE AND VERIFY TRUE NORTH
A. ALL NEW OPENINGS THROUGH EXISTING CONCRETE SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. UNLESS OTHERWISE - ALL CONDITIONS PRIOR TO COMMENCING ANY WORK. NOTIFY ENGINEER
NOTED, ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED. AS REQUIRED CORE DRILL WHERE CONDITIONS VARY FROM THOSE SHOWN.
CORNERS AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. IN FOUNDATI PLANld'J. J.4 reB. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. 4,0 Ci)
11/8+� = � '-®�+
EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE DRAWINGS. SAW CUTTING, DRILLING, OR CORING SHALL NOT CUT EXISTING REINFORCING TRUE NORTH
WHICH IS TO BE SAVED. UNLESS OTHERWISE NOTED, THE FOLLOWING GUIDELINES SHALL BE USED FOR EXISTING REINFORCING (NOTE "SCANNING" IS DEFINED AS
EITHER X-RAYING OR GROUND PENETRATING RADAR, WHICHEVER IS SUITABLE TO ACCURATELY LOCATE REINFORCING):
THE SLAB SHALL BE SCANNED BEFORE CUTTING/CORING AND THE REINFORCING STEEL MAY NOT BE CUT WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER
UNLESS FRAMED PER DETAIL 5/S1.1 AND 8/S1.1.
CONCRETE
14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318-14 CHAPTER 26 AND ACI 301. CONCRETE SHALL ATTAIN A CGH
28-DAY STRENGTH OF fc = 3,000 PSI. MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEEN 0.40 AND 0.44. r'AKI:NER!N CHARGE -
LDL
ALL CONCRETE SHALL. BE EXPOSURE CLASSES FO, SO, WO, AND C1 PER ACI 318-14 TABLES 19.3.1 .1 AND 19.3.:', i. PROJECT fAANA6'R
KCK
CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR 4" PROJECT ENGINEER
APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITOUS MATERIAL, FINE AND COARSE
AGGREGATE WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO SLUMP CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE �� ti = � ��
ACI 318-14, CHAPTER 26AND 27. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS I r T-�., r r V (RAWN
WITH38 , I.
GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. k CHECK
15. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM AO 11/2" CLR #5 @ 18"oc EPDXY
(3)#5 EPDXY GROUTED GROUTED INTO EX. SLAB
A706. REINFORCEMENT COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING g INTO EX. SLAB (EMBED 8')
PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. - (EMBED 8 )
' COUGHLIN
16. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT (#5 PORTER
AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE
MADE IN ACCORDANCE WITH ACI 318-14 SECTION 25.5, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT SIDES AND ENDS. LU N D E E N
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL 801 SECOND AVENUE,SUITE 900
ENGINEER. SEATTLE,WA 98104
FOR CALL-OUTS (206)343-0460 vwwN.cplinc.com
17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
3 4IN COMMON SEE
SLAB-ON-GRADE BOTTOM REINFORCING (WITH VAPOR BARRIER BELOW) 1 1/2 DETAIL 6/SI .1
5
18. BONDING AGENT SHALL BE "MASTEREMACO ADH 326" BY BASF CORPORATION. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRETE IS PLACED AGAINST
HARDENED CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISTING SURFACES. CONCRETE
SHALL BE CONSIDERED HARDENED AFTER 56 DAYS.
(5)#5 EPDXY GROUTED
INTO EX. SLAB
(EMBED 8")
INFILL SLAB PER PLAN
(REMOVE AND REPLACE
{" ROUGHEN EDGE TO i EX. FLOOR FINISHES)
1 AMPLITUDE AND USE ,,;_.
j BONDING AGENT PER GSN 18 GENERAL NOTES,
` 4„
PLAN AND DETAILS
--25" LAP SPLICE
1\1'/�" CLR EX. SLAB S192488-01
CPL PROJECT NO.
s
3/29/2019
DATr
il #5 @ 18"oc EPDXY
Allhi GENERAL STRUCTURAL NOTES 1, GROUTED EX. SLAB GROUTED COMPUTER FILE NAME, GROUT 1
Mr
L6 7 8 S
SHEET NUMBER
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