Plans (3) BUP2017 -00054
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■ 6 2017
MAR
DRAWING ISSUED FOR CONSTRUCTION PERMIT
TIGAROR 97224 �.0 DRAWING REVISIONS CITYOFTICARDSITE PLAN CODE SUMMARY: 0 DRAWING ISSUED FOR OWNER REVIEW PRICING BUILDING DIVISION SCOTTIEDWARDS ARCHITECTURE LILP
GENERAL NOTES * DRAWING REVISIONS (ISSUED VIA 8 1/2" X 11 2525 E. Burnside St., Portland, OR 97214
1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK ZONING CODE SUMMARY0 DRAWING ISSUED FOR REFERENCE ONLY phone:(503) 226-3617 www.seallp.com
AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY A REVISION NUMBER
SUBCONTRACTORS.2. DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS TO DETERMINE PAVED SURFACE (City of Portland Title 33, 03/01/2015):
ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TOCONTINUING WITH WORK.
3. ALL DIMENSIONS ON PLANS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. PROJECT ADDRESS: 9000 SW DURHAM RDSheet List 3nTIGARD, OR 972244. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODE AND ALL LOCALSheet Number Sheet Name S�,DNY L. OTTBASE ZONE: PUBGOVERNING BUILDING CODES AND ORDINANCES. PROPERTY ID: W389643STATE ID: 2S114AA00100PO4IR0,ENCIES OR AO.0 COVER SHEET5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTOMISSIONS HE OR SHE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTINGANY ERROR AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE 83-0"-o, 0 A1 .0 DEMO PLAN, PLAN, SECTION, AND EXTERIOR ELEVATIONSPROJECT DESCRIPTION:ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE 0 0 ADDITION OF SINGLE BATHROOM AND LAUNDRY ROOM TO THE ANNEX A1.1 ENLARGED BATHROOM PLANS AND INTERIOR ELEVATIONS OFAPPROVED BY THE ARCHITECT. r 0 BUILDING OF THE CARING CLOSET ORGANIZATION, A NONPROFIT CHARITY
-TUALATIN SCHOOL DISTRICT A1.2 EAVE PLAN, ASSEMBLIES, SECTION AND DETAILS
UNDER THE UMBRELLA OF THE TIGARD6. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE 0 0SO.0 STRUCTURAL NOTES
INDIVIDUAL TRADE. 0 0 SITE INFORMATION: EXISTING: PROPOSED: NOTES: S1 .1 STRUCTURAL PLANS, SECTIONS, AND ELEVATIONS
7. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE
DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL
NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS, SITE AREA: 1,881,761 SF NO CHANGECARING CLOSET
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING 0 0
UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE 0CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR BUILDING AREA: 672 SF (FOOTPRINT) ADDITION OF 120 SFADDITION
OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE 0
WORK. 0 0ZONING: PUB NO CHANGE DIRECTORY
9. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY
WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS, ACCESSIBLE ROUTE 0 0 DESIGN REVIEW: N /A
CONSTRUCTION SETS REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO
MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH
ALL REVISIONS,ADDENDUMS, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESEALLOWABLE USES: EDUCATION/PUBLIC PARK
ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO OWNER - CARING CLOSET 9000 SW DURHAM RD
BUILDING AND FIRE INSPECTORS FOR REFERENCE DURING CONSTRUCTION. 0 9600 SW DURHAM RDTIGARD, OR 97224
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE TIGARD,OR 97224
THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION. r3- 0E BUILDING CODE SUMMARY (2014 OSSC) : TEL: 503.603.1576
FAX:
11. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A PROPERTY LINE ATTN: ROSE MONEY
BROOM CLEAN CONDITION AT ALL TIMES. PROPOSED ADDITIONOCCUPANCY:
12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF EXISTING BUILDING
THE OCCUPANTS AND WORKERS AT ALL TIMES. 83'-O"-o FINISHED FLOOR ELEV: 83'-0" SEC 302 OCCUPANCY S: 3ARCHITECT - SCOTT EDWARDS ARCHITECTURE
13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS CONCRETE PAD ELEV: 83'-0" 2525 E UNSIDE ST
AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY AND FIRE RATING OF ANY CONSTRUCTION RAMP CONSTRUCTION TYPE: PORTLAND, OR 97214
UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE COMPLETED. LANDING ELEV: 85-0" SEC 602 CONSTRUCTION TYPE: TYPE V-B, NOWSPRINKLEREDTEL: 502226.3617
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, PAVED SURFACERAMP FAX "I SCOTT
IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) ALLOWABLE AREA: AI IN: SOYEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. TABLE 503 BASIC ALLOWABLE AREA: STORAGE (S): 611 SF
15. ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS SITE PLAN 552 SF(EXISTING) + 120 SF(ADDITION) 672 SF/ 1 STORY Vox.OF THE CURRENT NEC, UMC, UPC RESPECTIVELY. �lW32- V-0" ACTUAL BUILDING AREA: STRUCTURAL ENGINEER - WDY
16. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL ACTUAL BUILDING HEIGHT: <16'47 1 STORY �/Ox. 6443 SW BAETON HILLSDALE HWY#210
MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, CABINETS, ETC. FIRE LIFE SAFETY PLAN PORTLAND, OR 97221
17. ALL NEW FLOOR, WALL, CEILING, AND EXTERIOR FINISHES TO MATCH TEL: 503.203.8EXISTING UNLESS OTHERWISE NOTED. CONCRETE PAD(EXISTING) 83-0" RR LAUNDRY FAX:
---- FIRE RESISTANCE: ATTN: DALE DILORETO
GRAPHICLEGEND : LAUNDRY TABLE 601 FIRE RESISTANCE RATING FOR
S&H CONTRACTORS
RAMP 59 SF BUILDING ELEMENTS: NO CHANGE PROPOSED GENERAL CONTRACTORWH ----- 30050'.705.2847
SYMBOL: DESCFIPTION: FAX:TABLE 602 FIRE RESISTANCE RATING FOR
9 EXT. WALLS BASED ON F.S.D. NO CHANGE PROPOSED ATTN: SHAWN MITCHELL
DN 0USELO4-6'
SF -- USE AREA ADA BATHROOMTABLE 705.8 EXTERIOR WALL OPENINGS: NO CHANGE PROPOSED
OLF -- OCCUPANT LOAD FACTOR ......... ......# OCC, NUMBER OF OCCUPANTS TABLE 705.5 FIRE WALL RESISTANCE RATING: NO CHANGE PROPOSED
PATH OF EGRESS TRAVEL TO REQUIRED EXIT TABLE 721.1 FIRE BARRIER CONSTRUCTION: NO CHANGE PROPOSEDIleSPECIAL INSPECTION REQUIRED
State of Oregon Structural Specialty Code
CITYFGD
INTERIOR ENVIRONMENTS MIN. FLAME SPREAD CLASS: ROOMS BTABLE 803.9EGRESS AISLE WITH EGRESS LIGHTING:PROVIDE AN AVERAGE OF lfc AT EGRESSEGRESS ROUTE 1:22' F!R C"nq d Reinforcing Steel ODA COMPLL&NCE
EXIT PASSAGEWAYS AAISLE PER 2012 IBC SECTION 1006.2
Approvedt
in Concrete(EGRESS PATH SHOWN HATCHED). OTQ.❑ Special Moment-Resisting Concrete FrameEGRESS LIGHTING TO HAVE BATTERY
V!2 01BACKUP POWER. 83'-0"
EGRESS DESIGN: [3 Reinforcing Steel&Prestressing Steel TendormAddresStructural weldingTABLE 1004.1.2 OCCUPANT LOAD: FIRST FLOOR: STORAGE 001: (611/300) 30CC SuiteTOTAL: 30CCEXIT SIGN PER 2012 IBC, SECTION jol1 NOTE: VERIFY LOCATION AND QUANTITY
❑ Kgh-Strenght Bolting Date:Br.REQUIREMENTS. OF ALL FIRE EXTINGUISHERS WITH ❑ Structural MasonryOWNER AND FIRE MARSHAL PRIOR TO CARING CLOSET
INSTALLATION. PORTABLEE3 Reinforced Gypsum Concrete
0 insulating Concrete Fill OFFICE COPY
EXISITNG CARING
[:1Spray Applied Fire-Resistive Materials
MIN (AT DOORS ONLY) 3 OCC x 0.2" 8.6" PER TABLE 1005.1.1,CLOSET ANNEX SEC 1005.1 32'EGRESS WIDTH:30' x 60' PORTABLE MIN REQ'D EXIT WIDTH OF 32" GOVERNS [3 Pilings,Drilled Piers,,and Caissons
❑FOR EACH REQ'D EXIT. Shotcrete
STOR Special Grading,Excavation and Filling
VO.K.
552 SF SEC 1014.3 COMMON PATH OF TRAVEL: 75' MAX 22' FROM OPEN LAUNDRY 03 ❑ Smoke-Control Systems
300
---------------
2 -SPRINKLERED) O.K. Other Inspections
TABLE 1016.1 EXIT ACCESS TRAVEL DIST: 200' (NON 54' FROM STORAGE 02BIDDER DESIGN SYSTEMS
TABLE 1021.2(2) MINIMUM #OF EXITS REQ'D: 1 1 EXIT PROVIDED FROM 1ST FLR ANNEX SPACE
CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FORSUBMISSION TO, AND APPROVAL OF ARCHITECT, OWNER, AND GOVERNING BUILDING
DEPARTMENT. ROUTE (4) COPIES OF BIDDER DESIGNED SYSTEMS TO THE ARCHITECT PER IBC
SECTION 106.3.4.2 UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOREGRESS ROUTE 2: 54' Revision Schedule
PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES. PLUMBING:
No. Description Date
SHOWER/TUB: DRINKING FOUNTAIN
TABLE 2902.1 AREA: LOAD FACTOR: WATER CLOSETS LAVATORIES:1 HVAC SYSTEM: ALL COMPONENTS REQUIRED FOR A COMPLETE FUNCTIONING AND611 SF 3 OCC 1 PER 25 FOR FIRST 50 1 PER 40 FOR FIRST 80 NOT REQ'D NOT REO'D
....COMPLIANT SYSTEM. .................................................................................. #/MALE W/FEMALE NOT REQ'D
............. ''****. .......2 PLUMBING: ALL COMPONENTS REQUIRED FOR A COMPLETE FUNCTIONING AND COMPLIANT 1 WC PROVIDED 1 LAVATORY PROVIDED
SYSTEM. 8'-0"
3. ELECTRICAL: ALL COMPONENTS REQUIRED FOR A COMPLETE FUNCTIONING AND LIFE SAFETY PLAN M
LI ' r�COMPLIANT SYSTEM. FINAL QUANTITIES AND LOCATIONS TO BE BIDDER-DESIGNED, NBASED ON SCHEMATIC, OWNER INPUT, INDUSTRY STANDARDS AND CODE REQUIREMENTS.
-------------------4. FIRE DETECTION AND ALARM SYSTEMS- ALL COMPONENTS REQUIRED FOR A COMPLETE
FUNCTIONING NFPA 72 COMPLIANT SYSTEM. VICINITY MAPDate:
5. TELECOM /DATA ROUTING:ALL BOXES, CONDUITS, PATHWAYS, PULL STRINGS, ANDUTILITIES REQUIRED FOR OWNER PROVIDED AND AND INSTALLED TELECOM/DATA SYSTEM. Is:
FINAL QUANTITIES AND LOCATIONS TO BE DIDDER-DESIGNED BASED ON SCHEMATIC,OWNER INPUT, INDUSTRY STANDARDS AND CODE REQUIREMENTS. ` ENERGY CODE (2O 14 OE ESC) .6. PRE-ENGINEERED WOOD MEMBERS: ALL LAMINATED, COMPOSITE, OR MULTI-MEMBERSTRUCTURAL ELEMENTS INCLUDING JOISTS, BEAMS AND TRUSSES;ALONG WITH ALL ENERGY CODE COMPLIANCE 2014 OEESC TABLES 502.1 .1 & 502.3:
ASSOCIATED HARDWARE AND CONNECTIONS. Drawing:
a Wit. ALL COMPONENTS OF NEW CONSTRUCTION TO COMPLY WITH ENERGY EFFICIENCY
7. DOORHARDWARE: ALL COMPONENTS REQUIRED FOR A COMPLETE FUNCTIONING AND PROVISIONS SET FORTH IN 2014 OEESC TABLES 502.2(l) OPAQUE ASSEMBLIES & 502.3 COVER SHEET
COMPLIANT INTERIOR AND EXTERIOR SYSTEM. FENESTRATION.
8. ALL ITEMS IDENTIFIED AS BIDDER DESIGN SYSTEMS ARE DEFERRED FOR FUTURE COMPONENT VALUE
SUBMITTAL. THESE ITEMS ARE INCLUDED IN THE PROJECT SCOPE OF WORK BUT WILLBE PERMITTED UNDER A SEPARATE SUBMITTAL. FLUNHEATED SLAB: NR
ROOFS:INSULATION ABOVE DECK: R-20ci Project Number: 001
WALLS:
Date: FEB. 20, 2017WOOD FRAMED: R-13 + R-3.8ci
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80 CFM EXHAUST FAN. TWO 4' DOUBLE-TUBE LED 2525 E. Burnside St., Portland, OR 97214
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CENTER IN CEILING phone:(503) 226-3617 www.seallp.com
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ACCESSORY MOUNTING HEIGHTS
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LEGEND(WHERE APLICABLE)
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3" = V-0" U 1/2 = 1 -0
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INSTALL ROOF VENTS
BEND UP BACK EDGE MAX DISTANCE UPSLOPE
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,
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STRUCTURAL NOTES
SCOTTI EDWARDS ARCHITECTURE LLP
........ .. ............................................................... ....... ... ...................... ......... .............. ................. .. ......... ......... ......................... ..
2525 E. Burnside St., Portland, OR 97214
01.0 GENERAL NOTES 06:0 WOOD FRAMING phone:(503) 226-3617 www.seallp.com
1. These notes set minimum standards for construction.. The drawings govern over the Structural Notes 1. Ala lumberspecies and grade to be as follows:
A to the extent shown. Joists, beams and stringers 2x & 4x DF #2-19 percent M.C.
>
T 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of Bucks, blocking, bridging and mise. DF #3 or better �4�, ;J _
openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify Structural 2x studs DF #2-'l9 percent M.C.
0 . �
10 Ir.
0 Owner's representative of any discrepancies. C.,� '
� Plates, sills and headers for wall framing DF #2 K.D. -- 15 percent M.C. j.� gkJ„N� L. SA;cn
0 3. Construction means, methods and all necessary temporary support prior to completion of vertical Fir#2
Sills, ledgers plates etc embedded to or in contact Pressure treated Hem i
and lateral load systems is the sole responsibility of the contractor. '
with concrete, not exposed to weather AWPA UC2 ACZA Not Allowed)_.
4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. cPOMIANa
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, E
2. Sheathing shall be APA Rated Sheathing C-D gradexposure 1 with. Performance Category and
5. All work shall be in compliance with 2014 edition of the "Oregon Structural Specialty Code" (OSSC)
Span Rating as noted below. Each sheet shall bear an APA stamp. Install roof sheathing with face " � '�-
as amended by all other state and local codes, permits, and building department requirements that
0 apply grain perpendicular to supports and stagger end joints. Install wall sheathing either horizontal or
vertical and block all edges of sheathing with 2x4 or thicker blocking. Block roof and floor sheathing
_ - 0 9 9 g 9
€. Where reference is lade to ASTM, AISC, ACI or other standards, the Code referenced issue shall
where noted on drawings and where plywood widths are less than 12 inches wide. Protect all
o apply
7. Design Criteria
sheathing from weather damage and moisture. Replace.all buckled or soft sheets. Do not cover
::
sheathing with permanent`roofing or finishes until sheathing has a moisture content of less than
Table 1604.5 Risk Category II 19%n.
Co
Roofs Dead load 12 psf
Location Performance Gate o San Rating
Snow load 25 sf per 1608.11.
p p Walls 15132 3246
) Wind Basic wind speed 120 mph, 3-sec gust
Roofs (supports 24 & less 19/32 40/20 CARING CLOSET
v Wind,exposure B B
Internal a pressure coeff, GCS; q.1g 3. Framing anchors, joist hangers, post caps, etc., shall be by `Simpson Strong-Tie'. Install per - ADDITION
a Components and cladding Per ASCE 7, CHPT 30 manufacturer's recommendations for tabulated :maximum capacities. with fasteners installed in all
a holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated o hot dipped
J Seismic Mapped spectral response, Ss and S, 0.96 and 0.42 galvanized and attached with hot dipped galvanized (2.0 oz per square foot) or stainless steel nails
Site class D or screws. Framing anchors installed at exterior locations exposed to weather are to be stainless 9000 SW DURHAM RD
Seismic importance factor, 1E 1.00 steel With stainless steel fasteners. TIGARD, OR 97224
Spectral response coeff., SDs and SD, 0.71 and 0.44 4. All bolts for wood to steel or wood to wood connections and in manufactured connectors shall be
Seismic design category D ASTM A307, Grade A unless otherwise noted. Provide standard plate washers under all bolt heads
Basic seismic force resisting system Bearing wall system and nuts in contact with wood. Use hot dipped galvanized washers in contact with pressure treated
t Response modification factor, R 6 '/2
lumber.
5. All bolt holes in wood to be 1/16 inch larger than the bolt. Do not ream or oversize bolt holes.
Analysis procedure used Equivalent lateral force
1.
G, Do not recess bolt heads or nuts unless shown on drawings.
8. Details shown on the drawings are intended to apply at all similar conditions and locations.
9. Do not scale information from drawings. 7. All nailing shall be per Table 2304.9.1 of the IBC. Nails- called for on the drawings shall be common
for plywood nailing; box nails for framing; and type recommended by manufacturer for maximum
capacity of hangers and connectors. Nail heads shall not penetrate the face veneer of plywood.
02.0 FOUNDATIONS panels.
1 . Assumed design soil pressure used is 1500 sf Lt. sus DL. 8. Nails, bolts or lags in pressure treated' number shall be hot dipped galvanized or stainless steel.
g p p p 9. Cutting and notching of joists not allowed. A one-inch (1") diameter hole may be drilled in the center
2. All footings shall bear on firm, undisturbed soil or approved compacted fill. Footings shall bear at a 1l3 of Width of member depth All Other holes shall be approved.
minimum of 18 inches below final grade. Remove all organic material or soft areas in footing
_ 10. Studs may be notched in the lower 115 of the height of stud.for electrical and plumbing: pipes, but no
excavations. Provide and install structural fill as necessary. Notify owners representative before art of the notch is to be deeper than 25 percent Of width of stud. Holes of diameters u to 1f3 of
proceeding if any unusual conditions are encountered in the footing excavations. p p
width of stud may be drilled in stud but not in center 113 of height. The edges of drilled holes are to
3. Do not excavate closer than a 2:1' slope below footings. be at least 518-inch from the face of the stud.
4. Use smooth edged backhoe bucket without teeth to excavate footing trenches, and dean all footing
excavations of loose material by hand.
5. Base material immediately under slab shall be a 6-inch layer of clean 3/4-inch minus crushed rock
compacted to at least 92 percent modified Proctor maximum dry density in accordance with ASTM
D1557 or AASHTO T-180. CONSTRUCTION OBSERVATION, INSPECTION AND TESTING
A. GENERAL
03.0 CONCRETE
1 . Independent testing lab to be retained by owner to provide inspections and special inspections as
1 . Strength: described herein.
2. Contractor is responsible to coordinate and provide on site access to all required inspections and
Strength, fc at Max W/C ratio, Max WIC ratio, Min cement notify testing lab in time to make such inspections.
Use 28 days Non-air entrained air entrained content 3. Do not cover work required to be inspected prior to inspection being made. If work is covered,
Slab on grade uncover as necessary.3500 0.42 0.46 517 lbs
B. SPECIAL INSPECTIONS
MINIMUM Mix Requirements:
a. Rough aggregate size for slabs on grade shall be 1-inch minus for slabs less than 5-inches thick. Required special inspections shall be performed by an independent special inspector per Section 1701 of
b. Supplementary cementitious material may be added to slab on rade and exposed wall concrete ,�,3
PP y 9 p the International Building Code IBC for the following:
mixes. Do not add supplementary/ cementitious material to air entrained mixes. Limit4
Item Continuous Periodic Comments
supplementary cementitious material to 20% replacement of the total.weight of cementitious - --
materials. Include this material in the water cement ratio. Supplementary cementitious material to Concrete: Table 1705.3
be slag or fly ash. Slag to meet ASTM C989 ground'granulated blast-furnace slag added per
ASTM C595. Fly ash to meet ASTM C618 with loss on ignition to be 3% or less. Inspect hole size, depth.and cleanliness and
- c. Design slump: Minimum 3", maximum 9". Field variation from design slump +1/2 inch to -1 inch. installation per manufacturers recommendations X
When concrete is to be pumped add plasticizers and provide a new mix design to increase slump of all epoxy anchors
Special Inspection Program Footnotes
to a pumpable mix. Do not add water at the jobsite unless authorized by the concrete supplier.
d. Air Entrainment: Per ACI at all exterior slabs and flat Work. i . .
1. Items checked with X shall be inspected n accordance with IBC Chapter 1.7 by certified special
. inspectors from a testing agency approved by the building officiate
e. Admix; Water reducing admixPozzolith/Po[yheed/Rheobuld or equal). 2. Special inspection is not required for work performed by an approved fabricator meeting the
f. All admixtures are to be from the same manufacturer unless evidence is submitted verifying requirements of [BC Section 1704.2.5,2
compatibilty of multiple source admixtures.
2. Place and cure all concrete per ACI codes and standards. 3. The special inspector shall provide a copy of their report to the owner, architect, structural
3. Sleeves, pipes or conduits of aluminum shall not be embedded in structural concrete unless engineer, contractor and building official.
effectively coated. 4. Continuous special inspection means full-time observation of the work requiring special inspection
4. All reinforcing steel shall be ASTM A615, Grade Co. by an approved special inspector present in the area where the work is being performed. Periodic
5. La all bars in intersecting footings 2'-0" or 45 diameters, whichever is rester. special inspection means part time or intermittent observation of the work at intervals necessary to
P 9 9 g
G. Splices in wail and footing reinforcing shall be lapped 45 diameters or 2'-0", whichever is greater, confirm that work requiring special inspection is in compliance.
and shall be staggered at least 4 feet at alternate bars.
Revision Schedule
03.2 CONCRETE ANCHORS No. Description Date
1 . Epoxy Anchors: Simpson SET-XP,
a. Unless noted, install threaded rods into clean, dry holes to embed depth as shown on drawings.
UJ Comply with manufacturer's ICC-ES report for hole diameter and rod material. If embed depths
are not shown, use manufacturer's minimum depths. Fill hole with enough epoxy to fill all void
oc spaces and insert rod with clockwise twisting motion.
oLUb. Do not place when epoxy or concrete is less the 50 degrees Fahrenheit, unless special products
J a for cold weather are used: Simpson AT-XP, Hilti HIT HY 200.
m 0 or c. Do not cut main reinforcing or break out back surface when drilling holes.
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EXISTING
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phone:(503) 226-3617 www.seallp.com
4" CONCRETE SLAB ON GRADE W/
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XOR 1/2" NAILS / 8 9000 $
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j A.B.'S AT 48"O.C. (1) 2X6 TRIMMER
FACE OF STUD AT STUD ` EXISITNG CARING
FACE OF CONCRETE NOTE: CLOSET ANNEX
SEE 4/A1.2
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....................................................................::::::::::::::::::::::::::::::::::::::::::.:::::::::::::.-::: ...................................................................
n STRUCTURAL SECTION 5 STRUCTURAL ELEVATION A FOUNDATION PLAN
1 1/4" = 1,_0„
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19/32 CDX SHEATHING
W/8D NAILS AT 6"O.C. -
EDGES & 12" O.C. FIELD
3 5 2 X 6 AT24" O.C.
4
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FASCIA - SEE ARCH I ( �
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(3) 16d NAILS — 2X6 RIM W/1 6d TOE HEADER AT EXISTING BUILDING
NAILS AT 6"O.C. WINDOW
2X6 FLAT TOP AN 2X6 AT 16"O.C. ,,. «<::«<;:>•<•::«.
BOT TO HEADER
2X6 FLAT 6'-0"
BLOCKING AT
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FOR INFO NOT STUDS I 1
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NOTE:
REMOVE I
EXISTING SIDING
AS NEEDED TO I I Revision Schedule
AFIX STRAP.
REPLACE SIDING I No. Description Date
SEE ARCH NOTES
FOR DOOR
EXISITNG CARING
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