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<br /> � PROPRIETARY INFORMATION NOTICE: .
<br /> • THESE DOCUMENTS MAY CONTAIN •
<br /> I PROPRIETARY WFORMATIONTHATISTHE
<br /> � � ' O SOLE PROPERTY OF YUM BRANDS,INC. SUCH
<br /> � S4.0 FD � ARCHITECT OF RECORD FOR USE ,
<br /> -��� INFORMATION HAS BEEN PROVIDED TO THE
<br /> SPECIFICALLY FOR THIS PROJECL THE DE51G�!
<br /> �
<br /> ELEMENTS EMBODIED IN THESE DOCUMENTS
<br /> ^ ARE SPECIFlCALLY FOR THIS PROJECT.
<br /> � � - _--1 �1 �P- - - - - - - - - - - - - - i - � '{ ) �(�- - - - - - - - - INFORMATION CONTAWED HEREIN REMAINS
<br /> G � �_i .� ��
<br /> � -� �O THE SOLE PROPERTY OF YUM BRANDS,INC
<br /> AND/OR EAARCHITECTURE&DESIGN,INC.
<br /> - - ' AND IS CONfIDENTIAL AND PROPRIETARY
<br /> AND IS NOTTO BE COPIED,REPRODUCED,
<br /> H DISCLOSED OR OTHERWISE TRANSFERED TO
<br /> OTHER PARTIES IN ANY FORM WHATSOEVER
<br /> WITHOUTTHE EXPRESS WRITTEN CONSENT
<br /> ��(P \ OFYUM BRANDS,WC.AND EA
<br /> c�
<br /> 5 7 � ARCHITECTURE&DESIGN,INC.
<br /> SPECIAL INSPECTIONS 1 3 � 1
<br /> 1. PER IBC 1704.3 THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED BY
<br /> AN APPROVED TESTING INSPECTION/TESTING AGENCY,U.N.O.OR AS OTHERWISE S4.0 S4.0 ��� Q REVIEW CKSET 6.25.201 '
<br /> PERMITTED BY THE AHJ.
<br /> 1.1. SOILS: EXCAVATION,FOUNDATION SUBGRADE: PROOF ROLL EXPOSED H gQ REVIEW CKSET 8.2.201
<br /> SUB-GRADE AS PER PLAN SPEC.,CONTINUOUS, BY GEOTECHNICAL ENGINEER Q AGENCY REVIEW 8.10.201 '
<br /> TO IDENTIFY ANY UNSATISFACTORY SOIL CONDITIONS AND/OR CAPACITIES. C
<br /> 1.2. CAST-IN-PLACE BOLTS&ANCHORS:VISUAL OBSERVATION,CONTINUOUS,PER 14'_g�2" 6'_4�2' 37'_3�q" 1'_7�g"
<br /> ACI 318. (`�f .� �a(�� jf �„ Q DESIGN REVIEW 9.4.201
<br /> 1.3. POST-INSTALLED ANCHORS: PERIODIC,PER ACI 318 3 „ � I`� (��"` 41 \�.11 � '
<br /> 7/a �� !.��� ��a b:/ � 11.7.201
<br /> 1.4. CONCRETE DESIGN MIX: CONTINUOUS MONITORING,PER ACI 318. VERIFY ANY E
<br /> DEVIATION FROM DESIGN MIX BY FIELD ADDITIONS OF WATER OR OTHER 60�-Si�2'�
<br /> ADDITIVES. p� Q MISC REV'SN 11.29.201
<br /> 1.5. CONCRETE SAMPLING CONTINUOUS,PERASTM C172.ASTM C31 ANDACI 318. ��;� � � ���� � REVIEW RESP. 2.4.201
<br /> PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE TEMPERATURE OF
<br /> CONCRETE. OBTAIN(3)CYLINDERS PER 100 CY PER DAY OF EACH MIX DESIGN. /
<br /> COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED ON(1)CYLINDER AT 7 �O�Y �� ��✓��� �v� Q REV. RESP. 2 2.26.201
<br /> DAYS AND(2)CYLINDERS AT 28 DAYS FOR VERIFICATION OF CONFORMANCE � ����I� �..�.)��VI��� �
<br /> WITH SPECIFIED REQUIREMENTS. A4.0 �
<br /> 1.6. CONCRETE PLACEMENT: CONTINUOUS,PER ACI 318, IBC 1908.6, 1908.7, 1908.8, . NORTH
<br /> VERIFY PROPER CONDITIONS AND PLACEMENT TECHNIQUES. �
<br /> 1.7. STRUCTURAL WOOD FRAMING: PERIODIC, PER IBC 1705.12.2,VERIFY PROPER
<br /> ANCHOR ROD CONNECTIONS AND SHEATHING NAILING AT EACH SHEAR WALL.
<br /> 1.8. STRUCTURAL WOOD FRAMING-ROOF TRUSSES:PERIODIC,PER CONTRACT DATE: 04.10.18
<br /> MANUFACTURER'S SPECIFICATIONS. VERIFY PROPER SIZE AND INSTALLATION - -
<br /> OF PERMANENT BRACING PLACEMENT AND STAY-LATHE. BUILDING TYPE: M40 EXP.LT
<br /> O 4 8 12 I6
<br /> PLAN VERSION: XX-XX
<br /> BRAND DESIGNER: D.Dickson
<br /> SITE NUMBER: XXX-XXX
<br /> SPECIAL INSPECTIONS/TESTING 5 FOUNDATION PLAN �i4��=1�_0�� 1
<br /> STORE NUMBER: 22602
<br /> DESIGN LOADS: ,
<br /> 1 SLAB SHALL BE PITCHED%z" FOR 5'-0"x 5'-0"SQUARE AT ALL FLOOR DRAINS U.O.N. TACO B E LL
<br /> D-AD LOADS, SUPERIMPOSED SEISMIC LOAD CONCRETE '
<br /> REFER T PLUMBIN DRAWINGS FOR LOCATIONS.
<br /> FOUNDATION SLAB FLOOR A. CONCRETE SHALL BE HARD ROCK CONC.(5 SACK CFMENT PER CU.YD.MIN.)AND MEFT O PROVIDE HUB DRAIN (HD) UNI ESS REQUIRED BY LOCAL CODE TO HAVE FLOOR SINK 2727 BROADWAY ST.
<br /> ROOF 22 pSf SEISMIC IMPORTANCE FACTOR, 10 =1.00 THE FOI_I OWING MIN.ULTIMATE COMPRESSIVE STRcNGTHS AT 28 DAYS: FS ADJACENT TO WATER TANK. EVERETT,WASHINGTON 98201
<br /> MAPPED SPECTRAL RESPONSF 1. FOUNDATION DESIGN IS BASED ON 1,500 PSF ALLOWABLE BEARING CAPACITY. CONTRACTOR TO 1. AGGREGATE: A LAYER OF 4"MIN.THICKNESS SHALL BE PLACED BENEATH CONCRETE SLABS. THE MIN.STRENGTH AGGREGAT= SLUMP � �
<br /> I IV� I_OADS SS 1.305 CONFIRM SOIL CONDITION PRIOR TO PLACEMENT OF NEW FOUNDATIONS. AGGREGATE SHALL BF CONT.TO THE EXTENT PRACTICAL LOCATION 28 DAYS PSI SIZE-INCH=SS INCHES TOLERANCE �
<br /> S1 0.496 2. CONTRACTOR SHALL TREAT SOIL BELOW SLAB FOR TERMITES. 2. GRADATION: AGGREGATE SHALL: S�B ON GRADE 3 WDICATES INSIDE SURFACE OF FOOTING. SEE SHEET S4.0 FOR FOOTING DETAILS.
<br /> 3. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION 2.1. COMPLY WITH ASTM C-33 FOR CONCRETE AGGREGATE AND SHALL BE SIZE NO.8 OR LARGER SIZE (4000 DESIGN) 1"x�4 3-1/2" -1/2"
<br /> � SITE CLASS D FOUNDATIONS (3000 DESIGN) 1°x#4 s-1/2�� =1/2° O4 HDU8-SDS2.5 HOLDOWN ANCHOR. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAI�.
<br /> ROOr 25 pSf SdS 0.87 MATERIAL LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAft TO PIPE RUNS TO AGGREGATE AS LISTED IN WSDOT TABLE 2,GRADING REQUIREMENTS FOR COURSE AGGREGATE; g. CONCRETE MIX DESIGN AND TESTING SHAI_L MEET NlITH THESE SPECS. CEMENT SHALL BE
<br /> SC�1 0.497 ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY, OR IN ACCORDANCE WITH ASTM C 150 TYPE il. VERIFY MIN.CONC.STRENGTH AND CEMENT O ANCHOR BOLTS LOCATED THROUGHOUT PERIMETER OF BUILDING SHALL BE
<br /> PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTWGS AND 22. MEET THE 1988 WSDOT 9-03.1 (3)"COURSE AGGREGATE FOR PORTLAND CEMENT CONCRETE,"OR H
<br /> SNOW LOAD SEISMIC DESIGN CATEGORY D GRADE BEAMS.LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ANY EQUIVALENT SUCCESSOR STANDARDS. AGGREGATE SIZE SHALL BE OF GRADE 8 OR LARGER �P� PROVIDED AS REQUIRED PER THE"PLATE/ANCHOR BO�T"COLUMN OF THE"WALL �
<br /> BASIC STRUCTURAL SYSTEM LIGHT FRAME WOOD ONTO ADJACENT TRENCH EXCAVATIONS. AS LISTED IN SECTION 9-03.1 (3)C,"GRADING';OR C. REiNFORCING STEEL SHALL GONFORM TO ASTM Fl-615,GRADE 60. STEEL SHALL BE KEPT SHEATHING AND SHEARWALL SCHEDULE." SEE 4/S2.0.
<br /> CONSTRUCTION 4. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED. 2.3. BE SCREENED,WASHED PEA GRAVEL FREE OF DELETERIOUS SUBSTANCES IN A MANNER CLEAN AND FRFE OF FiUST.
<br /> GROUND SNOW LOAD, Pg = 20 psf D. CONCRETF CURING SHALL BE IN ACCORDANCE WITH REC�UIREMENTS OF ACI-318-95
<br /> F�T ROOF SNOW I_OAD, Pf = 20 �7Sf SEISMIC RESISTING SYSTEM WOOD SHEAR WALI S 5. ARRANGE INDEPENDENT TESTWG AGENCY TO MONITOR CUT AND FILL OPERATIONS AND PERFORM CONSISTENT WITH ASTM G33 w/100%PASSING A Z'SIEVE AND LESS THAN 5%PASSING A NO. 16 O NOT USED �Q�O
<br /> S=CTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE REPORTED BY
<br /> MINIMUM SNOW LOAD DESIGN Pr - 25 psf DESIGN BASE SHEAR, V =0.134W FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SIEVE. SIEVE CHARACTERISTICS SHALL CONFORM TO THOSE ACCEPTABLE UNDER ASTM C-33. COMMITTFE 308. o ��L�,
<br /> SNOW�XPOSURE FACTOR, C2 - 1.00 RESPONSE MODIFICATION FACTOR R - 6.5 SUBGRADES PRIOR TO PLACING CONCRETE. 3. SOIL-GAS(VAPOR)RETARDER MEMBRANE: A SOIL-GAS RETARDER MEMBRANE,CONSISTING OF AT E. ANCHOR BOLTS-A36 OR A307,USE 5/8"DIAMETER x 12"ANCHOR BOLTS(A.B.)AT 72"O.C. 7 DTT2Z HOLDOWN ANCHOR AT EACH END OF INTERIOR SHEARWALL. SEE 6/S4.0 FOR n
<br /> SNOW IMPORTANCF FACTOR, Is -1.00 ANALYSIS PROCEDURE EQUIVALENT LATERAL 6. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINWG FREE WATER,FROST,OR ICE. LEAST ONE LAYER OF VIRGIN POLYETHYLENE w/A THICKNESS OF AT LEAST 6 MIL,OR EQUIVALENT U.O.N. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONC. HOLDOWN EMBEDMENT DETAIL. M`tO
<br /> TH�RMAL FACTOR, C[ -1.00 FORCE ANAI YSIS � MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY FROM FLEXIBLE SHEET MATERIAL,SHALL BE PLACED DIRECTLY UNDER ALL CONCRETE FLOOR SLABS,SO *
<br /> STRUCTURES AND TO PREVEYVT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES. THAT THE SLAB IS IN DIRECT CONTACT w(THE MEMBRANE. THE MEMBRANE SHALL EXTEND TO THE S�B
<br /> RAIN ON SNOW SURCHARGE 5 pSf FOUNDATION WALL OR TO THE OUTSIDE EDGE OF A MONOLITHIC SLAB. SEAMS SHALL OVERLAP AT �„ O8 FLOOR SINK REFER TO P4.0 FUR LOCATION. G EXPLORER LIGHT
<br /> SLOP�D ROOF FACTOR, CS - 1.00 A. DESIGN IS BASED UPON-. THICK CONCRETE SLAB RFINFORCED W/WWF 6x6-W1.4x1.4 OR
<br /> - SUBGRADE PAD PREPARATION RECOMMENDATIONS �EAST 12". THE MEMBRANE SHALL BE FITTED TIGHTLY TO ALL PIPES,WIRES AND OTHER �G BARS @ 18"O.C.EA.WAY,OVER 6 MIL VISQUEEN MEMBRANE,OVER 4"AGGREGATE Og 4°CONCRETE SLAB REINFORCED W/WWF6x6-W1.4xW1.4 OR #4 BARS @ 18"O.C. EA.
<br /> PENETRATIONS OF THE MEMBRANE AND SEALED w/AN APPROVED SEALANT OR TAPE. ALL PUNCTURES BASE,OVER ENGINEFRED SUBGRADE.MODIFY AS RF(�UIRED TO COMPLY WITH WAY, OVER 4"AGGREGATE BASE OVER SUBGRADE.
<br /> WIND LOAD 8. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS,THE LIMITS OF THIS SUBSURFACE OR TEARS SHALL BE REPAIRED WITH THE SAME OR APPROVED MATERIAL AND SIMILARLY LAPPED AND REQUIFiEMENTS OF SOILS REPORT. DRAWN BY:
<br /> PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH THE BUILDING sEA�Eo. RTA/JTM
<br /> BASIC WIND SPEED (3 SEC GUST) 11 O lTlph AND FIVE FEET BEYOND. BUILDING IS REFERRING TO AND INCLUDES ALL AREAS AS SHOWN ON SHEET 4. PENETRATIONS AND JOINTS: ALL PENETRATIONS AND JOINTS W CONCRETE SLABS OR OTHER FLOOR MISCELLANEOUS: 1 O MATCH NEW WALLS TO EXISTING REAR WALL.
<br /> WIND IMPORTANCE FACTOR, IW = 1.00 PROVIDE SHOP DFiAWINGS AND CALCULATIONS S1.0.THE VAPOR RETARDER,WHERE REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF THE SYSTEMS IN CONCRETE SLABS OR OTHER FLOOR SYSTEMS AND WALLS BELOW GRADE SHALL BE A. DIMENSIONS NOTED ARE TO FACE OF CONCRETE. RFFER TO DWG.A1.0 FOR EA JOB:
<br /> r ACTUAL BUILDING. SEALED BY AN APPROVED SEALANT TO CREATE AN AIR BARRIER TO LIMIT THE MOVEMENT OF SOIL-GAS DIMENSIONS TO FACE OF STUD AND OTHER DIMENSIONS NOT OTHERWISE NOTED. �� EXfSTING FOUNDATION WALI TO REMAIN. 18-036
<br /> BUILDING CAT�GORY II BY REGISTERED ENGINE�R FOR SIGNS AND
<br /> WIND �XPOSUR�CATEGORY B 9. ALL VEGETATION,CONCRETE,STUMPS, BRUSH,ABANDONED STRUCTURES,ROOTS, RUBBISH,AND ANY INTO THE INDOOR AIR. SEALANTS SHALL BE APPROVED BY THE MANUFACTURER FOR THE INTENDED B. DRAWINGS SHAI L NOT BE SCALED. AL�DIMENSIONS FND FI FSHALL BE DETERMINED 12 EXISTING DOOR OPENING TO REMAIN THIS SIDE.
<br /> AWNINGS OTHER UNDESIRABLE MATTER SHOULD BE REMOVED AND STRIPPED TO A DEPTH OF 6 INCHES. PURPOSE. THERE SHALL BE NO GAPS OR VOIDS AFTER THE SEALANT HAS CURED. AND VERIFIED BY THE CONTRACTOR PRIOR TO COMM_NCEM_NT OF WORK.
<br /> . FNCI OSUR�CI�SSIFICATION ENCLOSED BUILDING SHEET:
<br /> DIRECTIONAI ITY, Kd - 0.85 ; Kh - 0.7 10. THE EXPOSED SUBGRADE SHOULD BE PROOF-ROLLED TO LOCATE ANY SOFT OR LOOSE AREAS IN 5. RADON VENT: ONE CONTINUOUS SEALED PIPE SHALL RUN FROM A POINT WITHIN THE AGGREGATE C. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER 13 ENLAFiGE OPENING FOR NEW DOOR THIS SIDE.
<br /> � WWD LOAD ps - 19.2 psf PROVIDE SHOP DRAWINGS AND CALCULATIONS ACCORDANCE WITH STATE DOT SPECIFICATIONS. SOILS THAT ARE OBSERVED TO RUT OR DEFLECT UNDER EACH CONCRETE SLAB TO A POINT OUTSIDE THE BUILDING. THE VENT PIPE SHALL s�M��AR coNo�r�oNs. FOUNDATION PLAN
<br /> UNDER THE MOVING LOAD SHOULD BE UNDERCUT. THE PROOF ROLLING AND UNDERCUTTING PERMANENTLY CONNECT TO A"T"OF PERFORATED DRAIN THAT EXTENDS OPEN-ENDED FOR 5 FT IN D. SEF PLUf�AB.DWGS.FOR PI UMB.LF�YOUT DIMENSIOnS,U.O.N.
<br /> � BY REGISTERED ENGINEER FOR ROOF TRUSSES. ACTIVITIES SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. EACH DIRECTION. (SEE PLUMBING WASTE PLAN P2.0 FOR FURTHER INFORMATION). E. SEE ELECT.DNlGS.FOR ELECT.LAYOUT DIMENSIONS,U.o.tv. 14 FORM FOOTING TO ACCOMMODATE FLOOR SINK AND DRAIN LINE INSTALLATION.
<br /> v�j 6. AN AREA FOR LOCATION OF AN IN-LINE FAN SHALL BE PROVIDED. THE LOCATION SHALL BE AS CLOSE F. COORD.FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO POURING -�5 FLOOR CLEAN OUT. SEE P4.0 FOFi LOCATION. SHEET: '
<br /> �ri AS PRACTICABLE TO THE RADON VENT TERMINATION OR SHALL BE OUTSIDE THE BUILDING. 110V SLAB.
<br /> NPOWER SHALL BE PROVIDED AT A JUNCTION BOX NEAR FUTURE FAN LOCATION. �6 RADON VENT. S i�O *
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<br /> � DESIC�N CI�IT�RIA 4 �OUIVDA'TION PLAIV �107'E� 3 KEY NOTES 2
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<br /> OO �A f�RGHIT�GTUR� � DE51GN, ING. AGENCY REVIEW RESP. 2 PLOT DATE: 2.26.2019
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