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Home My WebLink AboutBLD06-054M, ?ORT i+d CITY OF PORT TOWNSEND c DEVELOPMENT SERVICES DEPARTMENT rF " INSPECTION REPORT `�wasws`- For inspections, call the Inspection Line at 360- 385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3.00 PM Friday. DATE OF INSPECTION: SITE ADDRESS: PERMIT NUMBER: B t.) to n, A PROJECT NAME: AA CONTRACTOR: PHONE: CONTACT PERSON: TYPE OF INSPECTION: na I oV CO APPR..OVED ❑ APPROVED WITH ❑ NOT APPROVED .......... CORRECTIONS Ok to proceed. Corrections will be Call for re- inspection before checked at next inspection proceeding. Inspector I Date 1017 t' lAw i Approved plans and permit card must he on -site and available at time of'inspection. A re- inspection fee may be assessed if work- is not readvfor inspection. bf ,PORT T - � x n PERMIT NUMBER: SITE ADDRESS: CONTRACTOR: DATE OF INSPECTION: CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WORKSITE OR CELL PHONE #: D MIX i TYPE OF INSPECTION REQUESTED: For inspections, call the Inspection Line at 360 -385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. ❑ APPROVED El APPROVED WITH CORRECTIONS ❑ NOT APPROVE NSPECTION NOTED BELOW CALL FOR RE I r' BEFORE PROCEEDING Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may b ssessed if work is not ready for inspection. Inspector L.. G� - — Date L/ Acknowledged ?Z Date �pF poRv n WA CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT 0 11 XPERMIT NUMBER: s SITE ADDRESS: CONTRACTOR: ' DATE OF INSPECTION: WORKSITE OR CELL PHONE TYPE OF INSPECTION REQUESTED: l For inspections, call the Inspection Line at 360-385-2294 Friday. 3:0PM the day before you want the inspection. For Mo ❑ NOT APPROVED ❑ APPROVED ❑ ::"RI ROVED WITH CORRECT ION CALL FOR V INSPECTION _.... _.._NO.rE.D BELOW BEFORE PROCEEDING Pro /� ; Approved pI s and permit card must be on-s' I nd and available at time of inspection. A re- inspection fee may betas essed if work is not ready for inspection.. �y �.(, ( °� Date Inspector i �_. cT' Date Acknowledged �J� ,x CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT r ; ; INSPECTION REPORT Cw r ) [,-I A PERMIT NUMBER: SITE ADDRESS: CONTRACTOR: DATE OF INSPECTION: WORKSITE OR CELL PHONE #: TYPE OF INSPECTION REQUESTED: For inspections, call the Inspection Line at 360 - 385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. ❑ APPROVED \ APPROVED WITH CORRECTIONS ❑ CAOI L TOIRL RE INSPECTION NOTED BELOW �. BEFORE PROCEEDING 17-3/ K. V/ Vic- -k -(-. We, ,� I : I ,, . �);Ie, �F Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may beta essed if work is not ready for inspection. � —�� L Date . f Acknowledged GL.� Date Inspector P 4q. m ' PORT TO �oF CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT PERMIT NUMBER: SITE ADDRESS: �S 4 u fe r CONTRACTOR: DATE OF INSPECTION: WORKSITE OR CELL PHONE #: z a — 30 z-- 1z sa TYPE OF INSPECTION REQUESTED: P L u k n b tA a For inspections, call the Inspection Line at 360 - 385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. ❑ APPROVED ❑ APPROVED WITH CORRECTIONS i NOTED BELOW ❑ NOT APPROVED CALL FOR RE- INSPECTION BEFORE PROCEEDING Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may be as essed if work is not ready for inspection. Inspector ri Date 7L261 Acknowledged. Date o�pogr row v x v PERMIT NUMBER: SITE ADDRESS: CONTRACTOR: DATE OF INSPECTION: CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WORKSITE OR CELL PHONE #: TYPE OF INSPECTION REQUESTED: For inspections, call the Inspection Line at 360 - 385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. ❑ APPROVED ❑ APPROVED WITH CORRECTIONS ❑ NOT APPROVED NOTED BELOW CALL FOR RE- INSPECTION BEFORE PROCEEDING Aj P e k:' 1 c2 Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may be/aspessed if work is not ready for inspection. Inspector �1 %� 1,� Date Acknowledged` Date Spud CT of ,PORT T0� z O*F1w� CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT PERMIT NUMBER: SITE ADDRESS: ,�s Is Van CONTRACTOR: DATE OF INSPECTION: - L J WORKSITE OR CELL PHONE #: ` TYPE OF INSPECTION REQUESTED: For inspections, call the Inspection Line at 360 -385 -2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. ❑ APPROVED "` ❑ APPROVED WITH CORRECTIONS NOTED BELOW ❑ NOT APPROVED CALL FOR RE- INSPECTION BEFORE PROCEEDING lt. c lf� ( -_C . -�,c�� Approved plans and permit card must be on -site and available at time of inspection. A re- inspection fee may b ssessed if work is not ready for inspection. Inspector f C r� / \ Eo c'� Date 06 Acknowledged Date GAL I 7^ 4 Faoti g Design 12003 International Building Code (01 NDS) ) Ver: 6.00. By: Richard Berg . Richard Barg Architects, PC on: 0&4)6-2006: 09,12:67 AM Projed; MAXWELL ADDITION - Low: New Pad footing Summary: Fasting Sixer 1.87 F7 x 5.0 FT x 10.001 Reinforcement in Land Diradion: #4 Bars 6.00 IN. O.C. I {3) min. band. Reinforcement in Short Diredion�Mer band (Equal 1 width of short side): #4 Ears 5.01 IN. O.C. / (4) min. Reinforcement in Short Direction- outside bands: #4 Bars 9.001N. O.C. / (2) �' 1881 LB Footing Loads: PL= = 1289 LB Live Load: PT= 3170 LB Dead Load: Pu= 5002 LB Total Load: Ultimate Factored Load: 1500 PSF Foaling Properties: Qi(3tSTE4�D Qs- 425M PSI Allowable Soil Bearing Pressure: `j yr. !T F'c= Concrete Compressive Strength: !! Fy= Reinforcing Steel Void Strength: c= 3.00 IN Concrete Reinforcement Cover: s?FR; W= 1.57 Fr Footing Size: stAr C3F tVASMfE1 j'�� 5.0 FT Width: Depth= 10.00 IN Length: d= 6.25 IN Depth, Effective Depth to Top Layer of Steel: Column and Basepiate Size: IWoad) IN Column Type: m= 4.00 n= 4.00 IN Column Width: Column Dept: Qu= 380 PSF Bearing Calculations: Qe= 1375 PSF Ultimate Bearing Pressure: Pressure: gregT 2.31 5F Effective Allowable Soil Bearing A= 8.35 SF Required Footing Area: Area Provided: 5002 LB Baseplate Fearing: Bearing= 47600 LB Bearing Required: Bearing- Allow= Allowable Bearing: 1980 Beam Shear Calculations (One Way Shear): _ Beam Shear. vc1= 10846 LB Allowable Beam • Shear way shear): Bo 41.00 IN Punching Shear Calculations (T Vu2s 4565 LB Critical Perimeter: vc2-a= 65344 LB Punching Shear: 185 LB vc2-c= 55 88 158 LB Allowable Punching Shear (ACI 11 -35): vc2-b= Allowable punching Shear (Act 11 -38): vC2= 43563 LB Allowable Punching Shear (ACI 11 -37): Controlling Allowable Punching Shear: 37517 1N -LB Bending Calculations (Long Direction): Mu4ong= 126608 IN -LB Factored Moment: Mn4ong= Nominal Moment Strength: 0.55 IN Reinforcement Calculations (Long Direction): a -Iona= 0.17 IN2 Concrete Compressive Block Depth: As(1 }long= 0.40 IN2 Steel Required Based on Moment: As(2)• -long= Minimum Cade Required Reinforcement: em erature ACI - 10.5.4): As- read -long= 0.40 IN2 Controlling Reinforcing Steel (5hrinkage>Y P #4 Bars C 6.00 IN, O.C.1(3) Min. IN2 Selected Reinforcement: As-long= Reinfaroernant Area Provided: Direction): IN Development Length Calculations (Leong ian): Ld -long= Development Length Required: Ld -prov -long= 27.00 IN Development Length Provided: = 12531 IN -LB Bending C *mlations (Short Direction): Mu- short Factored Moment: Mn- short= 339331 IN -LB Nominal Moment Strength: Q.49 IN Reinforcement Calculations (Short Direction): a -short= 0.06 IN2 Concrete Compressive Block Depth: As(1)- short= Steel Required Based on Moment: As(2) -short= 1.20 IN2 Minimum Cade Required Reinforcement (Shrink./Temp. ACI- 1Q.5.4): As-regd -short= 1.20 IN2 Controlling Reinforcing Steel: #4 Bars j% 5.01 IN. O.C.1(4) Min. Selected Re:inforcament (Center Band): #4 ears a 9.00 IN. O.C.1(4) Min. Selected Reinforcement (Outside Band): As- short= 1.57 IN2 Reinforcement Area Provided (Total): Ld -short= 15 -00 IN Development Length Cakulatians (Short Direcbon): 7.02 IN Development Length Required: Ld -prov short= Development Length Provided: h not required. Note: Plain roncrete adequate for bending, therefore adequate development length