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07-103155 1111 City of Federal Way Sign Perm l #: 07-103155-00-SCS Community Development Services P.O.Box 9718 Federal Way,WA 98063-9718 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax (253)835-2609 p a Project Name: BURGER KING Project Address: 34819 PACIFIC HWY S Parcel Number: 202104 9042 Project Description: Relocate existing monument sign due to road widening. Owner Applicant Contractor BURGER KING/NWHC INVESTMENT BURGER KING/NWHC INVESTMENT PLUMB SIGNS INC 5312 PACIFIC HWY E 5312 PACIFIC HWY E PLUMBSI077QS 11/10/07 \ \ 909 S 28TH ST FIFE WA 98024 FIFE WA 98024 TACOMA WA 98409 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) Width (Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A 07-0124 Monument Yes 2 5.00 8.00 8.00 12.00 4.00 142.00 Additional Permit Information Comprehensive Plan Designation Community Zoning Designation BC Business PERMIT EXPIRES Thursday, July 23, 2009 Permit Issued on Tuesday, July 24, 2007 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. 7/Owner or agent: / _�_�r�_. - - - Date: � s 7 // , ‘6, THIS CARD IS TO WAIN ON-SITE CITY OF Pommuni Develo m Il t IVR p Inspection Record Federal Way INSPECTION REQUEST PHONE # (253) 835-3050 PERMIT#: 07-103155-00-SG Owner: BURGER KING/NWHC INVESTMENT Address: 34819 PACIFIC HWY S FEDERAL WAY, WA 98003-8308 This card is part of your required inspection documents. Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence On-going inspections are logged on the back of this card. 0 Footings/Setback(4110) ❑ Final-Electrical (4055) ❑ Final- Sign (4085) Approved to place concret Approved Approved nc By Date / 6/07 By Date `4'./‘?$ 17 By Date /0- 0 Attachment(4010) Approved ByVi;1 Date//q.&7 For inspector reference only_ ____ ❑ Rough Electrical 0 FINAL-Electrical Approved Approved By Date By Date P •/7 'c7 1 ` Y A � RECEI ‘ (o/A9/0 7 Application Number CITY OF ' JU N p 8 2u SIGN PERMIT Federal Wary AP PLICATION Q�- _i_a3 15 5 - 5 CI (7F FEDERAL E ')ILDIN r - • PROPERTY INFORMATION SITE ADDRESS 34819 Pacific Highway South SUITE/UNIT# fn n' ASSESSOR'S TAX/PARCEL# e D vZ z D L 402sa- e '� ZONING DESIGNATION (J V • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply):)t PERMANENT 0 TEMPORARY ❑NEW ❑ALTERATION ❑REFACE 0 EXEMPT XIX ELECTRICAL(To attach to existing J-box-include on thispermit) ❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: 1 TOTAL ESTIMATED PROJECT COST:$ 1 / 5 0 0 DETAILED PROJECT DESCRIPTION: Move existing freestanding sign t o new location due to road widening project . BUSINESS NAME ON SIGN: Burger King i ■ PEOPLE INFORMATION SIGN OWNER: NAME: PRIMARY PHONE Citation Management ( 253) 922--3173 MAILING ADDRESS(STREET ADDRESS;CITY,STATE.ZIP): FAX NUMBER 5308 Pacific Highway East , Fife , 98422 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: (Required prior t permit issuance) E-MAIL ADDRESS fq- F`' - 0000 if- 00 6�L CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE Plumb Signs Inc . Connie Guffey ( 253) 473-3323 x10 MAILING ADDRESS(STREET ADDRESS;CITY,STATE,ZIP): CELL PHONE 909 S . 28th St . , Tacoma , 98409 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER 19 98 105516 - 00 BL 4I -3 /-6 "7 ( 253) 472-3107 COPY of cera required CONTRACTOR'S REGISTRATION NUMBER: E I A E-MAIL ADD SS with each application PLUMBSI077QS 1 '/187U7 oonnie plumbs igns cor APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE Connie Guffey?plumb Signs Inc . (253 )473-3-323 MAILING ADDRESS c a c o,a, 9 8 4 0 9 FAX NUMBER 909 S . 28thSt . ( 253) 472-_3107 RELATIONSHIP TO PROJECT E-MAIL ADDRESS II XnXContractor ❑Tenant 0 Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT Connie Guffey ( 253) 473 -3323x10 connie@plumbsigna . cor • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made / SIGNATURE ,r, . DATE: 5/25/07 ) • COMMUNITY DEVELOPMENT SERVICES•33325 8"m AVENUE SOUTH•PO BOX 9718•FEDERAL WAY,WA 98063-9718•253-835-2607•FAX:253-835-2609 ■ `'''TEMPORARY SIGN APPLICATIONS ONLY' TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DATE OF REMOVAL: TOTAL CALENDAR DAYS: DESCRIPTION OF PROPOSED SIGNAGE: ■ TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING:X X X MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(Fr) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT) A Mon 8 x 8 x 2 = 128 Int No 12 ' 4 ' B x x = C STREET FRONTAGE(LINEAR FEET): i vR, on Pacific Highway 235 ' on S . 348th BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A x x = B x x = C x x = D x x = E x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: 0 HIGH 0 MEDIUM 0 LOW 0 FREEWAY BUILD MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: � AREA PERMITTED: AREA PROPOSED: =' AREA PROPOSED: C(1( LARGEST BUILDING FACADE: STREET FRONTAGE: 304E7+ NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: 7/( go ?a STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: lREGISTRATION NUMBER: b—J_ b( 2 REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: 4110 • -PhYSD Engrin®adingo Una] FILE CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN F:„y CALCULATIONS OF BURGER KING SIGN FOUNDATION 34819 Pacific Highway South Federal Way,WA 98003 FOR PLUMB SIGNS : 909 South 28th Street ` � �F Tacoma,WA 98409 o 4 11103 6• 0 D1 STS" ?' REI Job No.07061 `•'��'' May 2007 AtPI . a is RECEIVED 1519 West Valley Highway North/Suite 101 JUN 0 8 2007 Post Office Box 836/Auburn, WA 98071 253 833 7776 Fax 253-939-2168 CITY 4P FEDERAL WAY BUILDING DEPT. • 41110 Nuo pert gaigtkineersaigo Uux 0 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO — OF ` ^f CALCULATED BY AEP DATE �+f 0J - 1519 West Valley Highway North/Suite 101/Auburn,WA 98001 Post Office Box 836(Auburn,WA 98071 CHECKED BY DATE 253-833-Tt76 Fax 253-939-2168 SCALE THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL LA FERAL BEARING PRESSURES TAKEN FROM TABLE I804.2 OF THE 2003 IBC AND SOIL TYPES BASED ON THE KING COUNTY SOIL SURVEY.IF SI U CONDITIONS DIFFER FROM THESE ASSUMPTIONS,THE ENGINEER MUST BE • NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO MEET ACTUAL SITE CONDITIONS_ 8'E3" t i k ra , tertP AingJ b. 714A, -if r • 2'- " 6 PRODUCT 207 • . • RUPERT ENGINEERING,INC. Job No.07061 1519 West Valley Highway North,Auburn,WA 98001 5123/2007 PROJECT NAME: BURGER KING(FEDERAL WAY)SIGN FOUNDATION 34819 Pacific Highway South,Federal Way,WA 98003 SCOPE OF WORK: Determine the column and footing requkernents for the sign subject to static wind loading per the 2003 International Building Code. All sign material and connections to column by others. DESIGN CRITERIA'. Basic Wind Speed: V= 85 MPH ASCE 7-02 FIGURE 6-1 Exposure Category: B IBC SECTION 16094 Wind Importance Factor: l., -.7- ., 0.87 ASCE 7-02 TABLE 6-1 Total Height of Sign: 12 FT Nominal Height of Atmospheric Bol.mciary layer zg= 1200 FT ASCE 7-02 TABLE 6-2 Power Law Exponent a-= 7 .ASCE 7-02 TABLE 6-2 Exposure Constant: z :,= 30 FT ASCE 7-02 TABLE 5-2 Turbulence Factor c= 0.3 ASCE 7-02 TABLE 6-2 • integral Length Scale Factor e= 320 FT ASCE 7-02 TABLE 6-2 Integral Length Scale Exponent FaYe= 0.33 ASCE 7-02 TABLE 6-2 Mean l-kokirty Wind Exponent: 0'-"Mitl:-"- 0.25 ASCE 7-02 TABLE 6-2 Mean Hourly Wind Factor: IN„,--- 0.45 ASCE 7-02 TABLE 6-2 DESIGN LOADS: Top Sign: . Height 8 FT Width: 8.00 FT Point of Wind Load Application: 8.00 FT Sign Area: AF-top= 64.3 FT' Velocity Pressure: cE=0.00256K,Kr1KdV21,„ Exposure Coefficient Ki= 0.57 ASCE 7-02 TABLE 6-3,NOTE 2 kr:= 1 ASCE 7-02 FIGURE 6-4 Kd= 0.85 ASCE 7-02 TABLE 6-4 clr= 7.9 LB/FT2 Gust Factor G=0.925(1+1.7g0I,Q)/(1+1.79,1z) Intensity of Turbulence: 1_,= 0.30 On= 3.40 ASCE 7-02 Section 5.5.8.1 • gy= 3.40 ASCE 7-02 Section 6.5.8.1 Equivalent height of structure: zr.,„,= 30 ASCE 7-02 Section 6.5.8,1 Background Response: Q------- 0.948 Lz ave= 310.0 Rigid Gust Factor: G= 0.894 Net Force Coefficient: Cr= 1.2 ASCE 7-02 Figure 6-20 Design Wind Force: F=qz9C1A1= 540.0 LB Overturning Moment 4320 LB-FT 0 0 RUPERT ENGINEERING,INC. Job No.07061 1519 West Valley Highway North,Auburn,WA 98001 5/23/2007 ' Bottom Sign: Height 0 FT Width: 0.00 FT Point of Wind Load Application: 0 FT kocttom' 0 Fr Velocity Pressure: q,=0.00256K2K2,K,N21„., Exposure Coefficient K,= 0.575 ASCE 7-02 TABLE 6-3,NOTE 2 K = 1 ASCE 7-02 FIGURE 6-4 0.85 ASCE 7-02 TABLE 6-4 ch.= 79 LE/FT` Gust Eactor: 0=0.925(1+1.7g012Q)41+1-7g12.) . Intensity of Turbulence: Iz= 0.305 go= 3.40 ASCE 7-02 Section 6.5.8.1 g„= 3.40 ASCE 7-02 Section 6.5.8.1 structure: 4.3= 30 ASCE 7-02 Section 6.5.8.1 • Background Response: Ct= 1.009 310.0 Rigid Gust Factor: G= 0.925 Net Force Coefficient: Cf= 1.2 ASCE 7-02 Figure 6-20 Design Wind Force: F=g„GC,Af= 0.0 LB Overturning Moment 0 LB-FT Columns: Number of Columns 1 Column Type(TS or Pipe): Pipe Section Size: 10" Column Width: 96.0 IN Horizontal Proiection: 96.0 IN Centroid of Column: 2 FT Total Column Area: 32.0 FT2 I= 151 IN4 Modulus of Elasticity: E= 29000 KSI Stiffness: k= 7602.43 K*IN2/FT3 Velocity Pressure: q,=0.00256K,K,AdV21w Exposure Coefficient: K.= 0.575 ASCE 7-02 TABLE 6-3,NOTE 2 K,,= 1 ASCE 7-02 FIGURE 6-4 Kd= 0.85 ASCE 7-02 TABLE 6-6 g.= 7.86 LB/FT2 Gust Factor: G=0.925(1+1.7"g0i2Q)1(1-1-1•79v12) • Intensity of Turbulence: 12= 0.305 go= 3.40 ASCE 7-02 Section 6.5.8.1 3.40 ASCE 7-02 Section 6.5.8.1 • Equivalent height of structure: za„= 30 ASCE 7-02 Section 6.5.8.1 Background Response: Q= 0.948 L, = 310.0 Rigid Gust Factor 0= 0.894 Net Force Coefficient r - ...0- 1.20 ASCE 7-02 Figure 6-20 Design Wind Force: F=cliGCA,= 270.0 LB Overturning Moment 720 LB-FT TOTAL OVERTURNING MOMENT: 5040 LB-FT TOTAL WIND FORCE: 810 HEIGHT OF RESULTANT FORCE: 6.22 FT RUPERT ENGINEERING,INC. Job No.07061 1519 West Valley Highway North,Auburn,WA 98001 5/23/2007 STEEL COLUMN DESIGN: ASC Secttoc\ ASTM A 500,Gracie B Fy= 46 KSI Second Moment of Area I= 151 IN* S= 28.1 I N3 Rb=0.66*Fy*4/3 Ft,= 40.48 KSI M(base) 5040 LB-FT,each column ft,= 2.15 KSI 40.48 KSI OK Deflection at Top 5= 0.04 IN Deflection Ratio=Height/ 3713 150 OK Torsion Design: ASCE 7-02,Figure 6-20,Note 4 Applied Torque= T= 1296 LB-FT Outside Diameter= roulsicre= 3.68 IN Torsion Constant= J= 302 IN*/ Maximum Steer Stress= = 0.19 KSt 40.48 KSI OK FOUNDATION DESIGN: Lateral Bearing Pressure: 150 PSF/FT IBC TABLE 1804.2 NON CONSTRAINED: d=0.5A{14-[1+(4.36h/A)]112} CONSTRAINED: Cf=4.251M,/(S3b)] Combined Footing? Yes Shape of Footing: Round Diameter. 2.50 FT b 2.50 FT Allowable Lateral Pressure: S1= 287.5 PSF S3= 862.4 PSF A=2.34*F/(S1`b) A= 2.54 Nonconstrained Depth of . 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O., A N A o CC6 A 9 0 '0 at E o q) '�' N"Fs 7C 'ti 0 L O o a> t0 O > Tic >..`ts U A Q Zl l� 0?.W QC T O 5 C .Z`N ?' N>'"a; ' co R L o a @ 0. I U' = .0 6._ m a m Et we �> m E 04>.......2 c'o '6 o m t'rn'u o •�>til 0 >> an> ( > '> i n CV cco su Cl U o ii rokr '4 U V t U U a to al Sm o /'1 m e G/'3) u !3 ¢ w =i� • • STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1 - GENERAL REQUIREMENTS 01412 BUILDING CODES International Building Code (IBC) 2003 Edition. Washington State Building Code (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA WIND: Basic Wind Speed: 85 mph Exposure: FOUNDATION: Soil Passive Pressure: 150 PCF 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC Sections 1701, 1703, 1704, and other applicable building code sections and are in addition to the inspections made by the Building Official under Section 109. • • Special inspections are required for the following work: Earthwork: During excavation, grading, and filling Construction of drilled piles or caissons Concrete: Placement of reinforcing steel, concrete placement and taking of concrete cylinders, where inspection is required by Section 03300 Placement of anchor bolts, where noted on plans Installation of adhesive anchors Field Welding: Reinforcing steel Structural and miscellaneous steel Installation of high-strength bolts Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be approved by the Building Official, and shall be certified by the Washington Association of Building Officials (WABO), if required by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications. The special inspector shall furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction, and also to the Building Official and the Engineer. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. • Special inspections per IBC Section 1703.7 are required unless fabricator is approved per Section 1704.2. DIVISION 2 - SITEWORK 02315 EXCAVATION AND FILL All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. Foundation excavations shall be examined and approved by the Engineer—or a testing laboratory approved by the owner—and the Building Official prior to the placement of any reinforcing steel or concrete. • 1110 Material for filling and backfilling shall consist of the excavated material and/or imported borrow and shall be free of organic material, construction debris, cobbles, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick for heavy equipment and 4"thick for hand operated equipment. The fill shall be properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. See Section 01455. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where larger power driven compaction equipment cannot be used. DIVISION 3 CONCRETE 03210 REINFORCING STEEL Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M 96a, Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420) with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M-96b). Do not use epoxy-coated reinforcing unless noted. Bars marked with metric sizes as shown below conforming to the metric specifications and grades shown above may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover, bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shall conform to IBC section 1907. Lap all reinforcing bars at all splices, corners, and intersecting walls per table below (unless noted otherwise): Concrete Strength (PSI) 2,000 3,000 4,000 5,000 6,000 Top Other Top Other Top Other Top Other Top Other #3 (#10) 27 21 22 17 19 15 17 13 15 12 #4 (#13) 35 27 29 22 25 19 22 17 20 16 #5 (#16) 44 34 36 28 31 24 28 22 25 20 #6 (#19) 53 41 43 33 37 29 34 26 31 24 #7 (#22) 77 59 63 48 55 42 49 38 45 34 #8 (#25) 87 67 72 55 63 48 56 43 55 43 #9 (#29) 98 76 81 62 71 54 63 49 57 44 Use "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap lengths (in inches) are based on normal weight • • . . .concrete (in PSI) and a minimum 2 db spacing and 1 db cover (per ACI 318-02). The sizes shown (#xx) are the corresponding metric bar sizes. Minimum cover over reinforcement, unless noted otherwise: Concrete placed on earth: 3 inches Concrete exposed to earth or weather: 2 inches Other conditions (UNO): 1-112 inches Reinforcing steel welding shall be performed by WABO certified welders and shall conform to IBC Sections 1901.2 and 1903.5.2 (AWS Welding Code D1.4-92 with modifications). Reinforcing shall be securely tied in position prior to concrete placement. Reinforcing shall be supported on chairs or slab bolsters (with distribution plates if required) or concrete dobies prior to concrete placement. Support spacing shall not exceed 10 feet in each direction. 03300 CAST-IN-PLACE CONCRETE All cast-in-place concrete shaft meet the following requirements: Quality of concrete shall be determined by IBC Section 19. Minimum 28 day compressive strength shall be 2,500 PSI unless noted otherwise on the drawings or these notes. Use 5-1/2 94 LB sacks per yard of Type I cement with 6.6 gallons of water per sack of cement or submit mix design to the Engineer for review. See Section 01330. Slump shall be 4 inches plus or minus 1 inch. Use Type I-A cement where air entrainment is required. All methods and materials per IBC Chapter 19. Water-reducing admixtures conforming to ASTM C 150 may be incorporated in the concrete design mixes and be used in strict accordance with the manufacturer's recommendations, subject to Engineers approval. An air-entraining agent conforming to ASTM C 150 shall be used in all concrete mixes for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. . . . One percent maximum calcium chloride or other water-soluble chloride ion admixtures conforming to ASTM C 1218/C may be used in concrete not exposed to the weather or in unreinforced concrete. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 618 Type C or F. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural stabs on grade. For each class of concrete where testing is required, the special inspector shall take not less than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. IP 0 Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet. Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturers application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 03605 NON-SHRINK GROUT Non-shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non- metallic type in exposed conditions. Install per manufacturer's recommended procedure. DIVISION 5 - METALS 05120 STRUCTURAL STEEL Materials, fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless noted otherwise: Structural shapes: ASTM A 36 Bars and plates: ASTM A 36 Pipe: ASTM A 500, Grade B, Standard Weight Structural tubing/HSS: ASTM A 500, Grade B Bolts: ASTM A 307 High-Strength Bolts: ASTM A 325, where noted Nuts: ASTM A 563 Washers: ASTM F 436 • Filler metal: E70XX Substitution of other materials requires approval of the Engineer. • Galvanizing of structural shapes and fabricated parts shall be done in accordance with • ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts, nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AlSC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3116" unless noted otherwise. Field welds shall have special inspection per IBC section 1704.3.1. Reinforcing steel welding to structural steel shall conform to IBC Standard 19-1 (AWS Welding Code D1.4-92 with modifications). Provide 314" diameter air relief holes © 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the bottom of the concrete member in the casting position. r a F I6V 0 °y S° ,, f , 1----- ' *0-- .;-8-. • 0 ` 6 ,� sR. C � Cl ffI p ' 1 C4 [ 1 ' LIiHI : t4--- C* , q4 6 CA Itwc) • 1i g 8 o 164;�•, -P,oo I , -.t1V.M1 i . ilk„ 4 s „.\\„, , .. I l ! I . if I I'g ' '.o�. aA_A�t X 11 I _.�.►„ ,,,, crv� rv6),,„ ` 0 .?\ q� L-J - __� . qtd)4[4] N�1 <� "I\ \V\v``P ---- 71 i gpi: 6 riff, Ant• ri t. /-1-- k i , .0• I . ii . 10 I , c. (4 ,- 0v4 4 Win MO ,,I t4 co • 1 _ _ 0 ° 1; . 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