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Permit Review Detail

Permit Number: T10CM01795
Parcel: 11717023D

Address:
88 E BROADWAY BL

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T10CM01795
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/19/2010 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied STRUCTURAL REVIEW COMMENTS
ERIC NEWCOMB

1. SHEET S0006; DETAIL 053 (NOTE 3): CLARIFY THE DETAIL REFERENCE.
2. SHEET S0006; DETAIL 054 (NOTE): CLARIFY THE DETAIL REFERENCE.
3. SHEET S0006; DETAIL 043 (NOTE 2): CLARIFY THE DETAIL REFERENCE.
4. SHEET S0006; DETAIL 040 (NOTE 3): CLARIFY THE DETAIL REFERENCE.
5. SHEET S0007; DETAIL 075: A NOTE FOR A #4 HAIRPIN BAR REFERENCES DETAILS 2 AND 6 ON SHEET S1.4. REVISE THE SHEET CALL-OUT.
6. SHEET S0007; DETAIL 075 (NOTE 7): REVISE THE CALL-OUT OF DETAIL 16/S1.2.
7. SHEET S0008; DETAIL 077: CLARIFY THE ANCHOR BOLT VERBIAGE.
8. SHEET S0008; DETAIL 078: THE DETAIL ON THE LEFT INDICATES 6" DIAMETER MAXIMUM HOLE IN THE CONCRETE SLAB, WHILE THE DETAIL ON THE RIGHT INDICATES 8". CLARIFY. IS DIFFERENCE DUE TO DROP PANEL?
9. SHEET S0008; DETAIL 083: CLARIFY THE JOINT LOCATION NOTE.
10. SHEET S0009; DETAIL 098: CLARIFY THE KEY DIMENSION NOTE.
11. SHEET S0009; DETAIL 094: ON BOTH DETAILS, THE LENGTHS OF THE TOP BARS NEED TO BE CLARIFIED (ADD SPAN CRITERIA).
12. SHEET S0009; DETAIL 099: A NOTE FOR THE VERTICAL WALL OF THE BUILT-UP SLAB INDICATES "TYP. PERIMETER". WHAT IS THIS, OR WHAT DOES IT REFER TO?
13. SHEET S0009; DETAIL 095 (NOTES 3 AND 4): CLARIFY THE VERBIAGE.
14. SHEET S201; PLAN: REVISE THE PLAN TITLE VERBIAGE.
15. SHEET S201R; ALL PLANS: REVISE THE PLAN TITLE VERBIAGE.
16. SHEET S205B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
17. SHEET S201R; PARTIAL PLAN LEVEL 1 TO 2: IN THE LEGEND, VERIFY THE CABLE RAIL DETAIL IS 632.
18. SHEET S202; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
19. SHEET S202A; FRAMING PLAN: MAKE SURE THE BOXED NOTE BELOW GRID 11 (#5 AT TOP OF BEAMS) POINTS TO AN APPROPRIATE BAR.
20. SHEET S502: THIS SHEET IS MISSING.
21. SHEET S202B; SLAB REBAR SCHEDULE: IS THIS SCHEDULE PERTINENT TO THIS PLAN? VERIFY.
22. SHEET S202B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
23. SHEETS S202A/S202B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
24. SHEETS S202A/S202B; FRAMING PLAN: THE TYPICAL DETAIL 519 (ON GRID 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
25. SHEET S202B; FRAMING PLAN: THE P.T. LEGEND INDICATES A LIGHT WEIGHT FILL PER DETAIL 099, WHICH IS INDICATED ON THE PLANS (S202A AND S202B), BUT IS NOT INDICATED ON DETAIL 101. IS THERE A BUILT-UP FILL AROUND THE PERIMETER OF THE BUILDING (GRIDS 3, J, 16, AND A)? CLARIFY.
26. SHEET S202B; P.T. NOTES (NOTE 1): SHOULD THE REFERENCE BE TO SHEETS S004 TO S103? VERIFY.
27. SHEET S202B; P.T. NOTES (NOTE 3): SHOULD THE REFERENCE BE TO SHEETS S004 THROUGH S008? VERIFY.
28. SHEET S202B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
29. SHEET S202B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
30. SHEET S202B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
31. SHEET S202B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
32. SHEET S202B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
33. SHEET S402: THERE ARE TWO SHEET S402'S IN THE SET.
34. SHEET S202B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS FOR THE SHEAR WALLS.
35. SHEET S202B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
36. SHEET S202B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
37. SHEET S202B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
38. SHEET S202B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
39. SHEET S202B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
40. SHEET S202B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
41. SHEET S203; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
42. SHEET S203A; FRAMING PLAN: MAKE SURE THE BOXED NOTE FOR THE P.T. SLAB IS INCLUDED ON THIS PAGE.
43. SHEET S203A; FRAMING PLAN: MAKE SURE THE BOXED NOTE FOR THE REINFORCING AT THE TOP OF THE BEAMS IS INCLUDED ON THIS PAGE.
44. SHEETS S203A/S203B; FRAMING PLAN: THE TYPICAL DETAIL 519 (ON GRID 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
45. SHEET S203B; SLAB REBAR SCHEDULE: IS THIS SCHEDULE PERTINENT TO THIS PLAN? VERIFY.
46. SHEET S203B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
47. SHEET S203B; FRAMING PLAN: THE P.T. LEGEND INDICATES A LIGHT WEIGHT FILL PER DETAIL 099, WHICH IS INDICATED ON THE PLANS (S203A AND S203B), BUT IS NOT INDICATED ON DETAIL 101. IS THERE A BUILT-UP FILL AROUND THE PERIMETER OF THE BUILDING (GRIDS 3, J, 16, AND A)? VERIFY.
48. SHEET S203B; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
49. SHEET S203B; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
50. SHEET S203B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
51. SHEET S203B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
52. SHEET S203B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
53. SHEET S203B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
54. SHEET S203B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
55. SHEET S203B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
56. SHEET S203B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBER.
57. SHEET S203B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
58. SHEET S203B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
59. SHEET S203B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
60. SHEET S203B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
61. SHEET S203B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
62. SHEET S203B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
63. SHEET S204; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
64. SHEET S204A; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
65. SHEET S204A; FRAMING PLAN: REVISE THE DETAIL REFERENCE 082 FOR THE NOTE AT GRID J CONCERNING LIGHT WEIGHT FILL.
66. SHEET S204A; FRAMING PLAN: DETAIL 514 (ON GRID J) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
67. SHEET S204A; FRAMING PLAN: CLEAR UP THE SLAB BAR VERBIAGE AT GRIDS I AND 6.
68. SHEETS S204A/S204B; FRAMING PLAN: DETAIL 518 (ON GRID 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
69. SHEETS S204A/S204B; FRAMING PLAN: DETAIL 520 (ON GRID 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
70. SHEETS S204A/S204B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
71. SHEET S204A; FRAMING PLAN: DETAIL 512 (ON GRID 7) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
72. SHEET S204A (FRAMING PLAN); SHEET S501 (DETAIL 510): DETAIL CUT 510 ON THE PLAN (GRID G) DOES NOT SHOW UP ON SHEET S501. VERIFY.
73. SHEET S204B; PLAN: REVISE THE PLAN TITLE VERBIAGE.
74. SHEET S204B; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
75. SHEET S204B; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
76. SHEET S204B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
77. SHEET S204B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
78. SHEET S204B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
79. SHEET S204B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
80. SHEET S204B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
81. SHEET S204B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
82. SHEET S204B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
83. SHEET S204B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
84. SHEET S204B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
85. SHEET S204B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
86. SHEET S204B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
87. SHEET S204B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
88. SHEET S204B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
89. SHEET S205; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
90. SHEETS S205A/S205B; FRAMING PLAN: DETAIL 519 (ON GRIDS 4 AND 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
91. SHEET S205A; FRAMING PLAN: REVISE THE DETAIL REFERENCE FOR INTERMEDIATE STRESSING (ON GRID 4).
92. SHEETS S205A/S205B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
93. SHEETS S205A/S205B; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THESE SHEETS. PROVIDE FOR CLARIFICATION OF CONSTRUCTION.
94. SHEET S205B; FRAMING PLAN: THE P.T. LEGEND INDICATES A LIGHT WEIGHT FILL PER DETAIL 099, WHICH IS INDICATED ON THE PLAN (S205A). IS THERE A BUILT-UP FILL ALONG GRID LINE F? VERIFY.
95. SHEET S205B; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
96. SHEET S205B; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
97. SHEET S205B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
98. SHEET S205B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
99. SHEET S205B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
100. SHEET S205B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
101. SHEET S205B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
102. SHEET S205B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
103. SHEET S205B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
104. SHEET S205B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
105. SHEET S205B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
106. SHEET S205B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
107. SHEET S205B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
108. SHEET S205B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
109. SHEET S205B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
110. SHEET S206; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
111. SHEET S206A; FRAMING PLAN: DETAIL 516 (ON GRID F) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
112. SHEET S206A; FRAMING PLAN: NOT ALL OF THE CONCRETE BEAMS ARE REFERENCED ALONG GRID 4. VERIFY.
113. SHEET S206A; FRAMING PLAN: DETAIL 515 (ON GRIDS 4 AND H) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
114. SHEET S206A; FRAMING PLAN: DETAIL 517 (ON GRIDS H AND I) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
115. SHEET S206A; FRAMING PLAN: THE CONCRETE BEAM TO THE EAST OF GRID D (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED. VERIFY.
116. SHEET S206A; FRAMING PLAN: THE STEEL BEAM ALONG GRID A (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED. VERIFY.
117. SHEETS S206A/S206B; FRAMING PLAN: DETAIL 519 (ON GRIDS F AND G) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
118. SHEETS S206A/S206B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
119. SHEETS S206A/S206B; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THESE SHEETS. PROVIDE FOR CLARIFICATION OF CONSTRUCTION.
120. SHEET S206A; FRAMING PLAN: CLEAR UP THE DIMENSIONS/ELEVATIONS AT GRID E AND GRID 8.
121. SHEETS S206A/S206B; FRAMING PLAN: CLEAR UP THE DIMENSIONS/ELEVATIONS AT GRID E AND GRID 11.
122. SHEETS S206A/S206B; FRAMING PLAN: CLEAR UP THE SLAB REBAR ON GRID 11 (BETWEEN GRIDS I AND J).
123. SHEET S206B; FRAMING PLAN: THE CONCRETE BEAMS ON GRIDS D, E, AND F (BETWEEN GRIDS 14 AND 15) ARE NOT REFERENCED. VERIFY.
124. SHEET S206B; FRAMING PLAN: THE CONCRETE BEAM ON GRID C (BETWEEN GRIDS 14 AND 15) IS NOT REFERENCED. VERIFY.
125. SHEET S206B; FRAMING PLAN: THE P.T. LEGEND INDICATES A LIGHT WEIGHT FILL PER DETAIL 099, WHICH IS INDICATED ON THE PLANS (S206A AND S206B). IS THERE A BUILT-UP FILL EAST OF GRID F? VERIFY.
126. SHEET S206B; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
127. SHEET S206B; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
128. SHEET S206B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
129. SHEET S206B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
130. SHEET S206B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
131. SHEET S206B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
132. SHEET S206B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
133. SHEET S206B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
134. SHEET S206B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
135. SHEET S206B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
136. SHEET S206B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
137. SHEET S206B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
138. SHEET S206B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
139. SHEET S206B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
140. SHEET S206B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
141. SHEET S207; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
142. SHEET S207A; FRAMING PLAN: THE CONCRETE BEAM ON GRID 5 (BETWEEN GRIDS B AND C) IS NOT REFERENCED. VERIFY.
143. SHEETS S207A/S207B; FRAMING PLAN: DETAIL 519 (ON GRID G) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
144. SHEET S207A; FRAMING PLAN: DETAIL 510 (ON GRIDS D AND G) IS NOT ON ANY DETAIL SHEET. VERIFY.
145. SHEETS S207A/S207B; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THESE SHEETS. PROVIDE FOR CLARIFICATION OF CONSTRUCTION.
146. SHEET S207A; FRAMING PLAN: CLEAR UP THE SLAB REBAR ON GRID 11 (BETWEEN GRIDS I AND J).
147. SHEET S207A; FRAMING PLAN: THE STEEL BEAM ALONG GRID A (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED. VERIFY.
148. SHEETS S207A/S207B; FRAMING PLAN: THE DETAIL REFERENCE TO 519 (ON GRIDS C AND 11) CAN NOT BE REVIEWED UNTIL SHEET S502 IS PROVIDED.
149. SHEETS S207AS207B; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
150. SHEET S207B; FRAMING PLAN: IS THE DETAIL 532 THROUGH THE OPENING IN THE SLAB (BETWEEN GRIDS E AND F) CORRECT? NO OPENING IS INDICATED ON THE DETAIL. VERIFY.
151. SHEET S207B; FRAMING PLAN: THE P.T. LEGEND INDICATES A LIGHT WEIGHT FILL PER DETAIL 099, WHICH IS INDICATED ON THE PLANS (S207A AND S207B). IS THERE A BUILT-UP FILL EAST OF GRID F? VERIFY.
152. SHEET S207B; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
153. SHEET S207B; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
154. SHEET S207B; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
155. SHEET S207B; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
156. SHEET S207B; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
157. SHEET S207B; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
158. SHEET S207B; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
159. SHEET S207B; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
160. SHEET S207B; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
161. SHEET S207B; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
162. SHEET S207B; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
163. SHEET S207B; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
164. SHEET S207B; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
165. SHEET S207B; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
166. SHEET S207B; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
167. SHEET S208; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THESE SHEETS. PROVIDE FOR THE CLARIFICATION OF CONSTRUCTION.
168. SHEET S208; FRAMING PLAN: THE STEEL BEAM ALONG GRID A (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED. VERIFY.
169. SHEET S208; FRAMING PLAN: THE STEEL BEAM ALONG GRID 4 (BETWEEN GRIDS D AND E) IS NOT REFERENCED. VERIFY.
170. SHEET S208; FRAMING PLAN: DETAIL 510 (ON GRIDS D AND G) IS NOT ON ANY DETAIL SHEET. VERIFY.
171. SHEET S208; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
172. SHEET S208; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
173. SHEET S208; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
174. SHEET S208; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
175. SHEET S208; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
176. SHEET S208; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
177. SHEET S208; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
178. SHEET S208; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
179. SHEET S208; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
180. SHEET S208; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
181. SHEET S208; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
182. SHEET S208; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
183. SHEET S208; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
184. SHEET S208; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
185. SHEET S208; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
186. SHEET S209; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
187. SHEET S209; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THIS SHEET. PROVIDE FOR CLARIFICATION OF CONSTRUCTION.
188. SHEET S209; FRAMING PLAN: THE STEEL BEAM ALONG GRID A (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED. VERIFY.
189. SHEET S209; FRAMING PLAN: THE STEEL BEAM ALONG GRID 4 (BETWEEN GRIDS D AND E) IS NOT REFERENCED. VERIFY.
190. SHEET S209; FRAMING PLAN: DETAIL 510 (ON GRIDS D AND G) IS NOT ON ANY DETAIL SHEET. VERIFY.
191. SHEET S209; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
192. SHEET S209; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
193. SHEET S209; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
194. SHEET S209; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
195. SHEET S209; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
196. SHEET S209; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
197. SHEET S209; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
198. SHEET S209; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
199. SHEET S209; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
200. SHEET S209; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
201. SHEET S209; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
202. SHEET S209; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
203. SHEET S209; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
204. SHEET S209; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
205. SHEET S209; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
206. SHEET S210; FRAMING PLAN: REVISE THE PLAN TITLE VERBIAGE.
207. SHEET S210; FRAMING PLAN: THERE IS A LACK OF DETAILS CUT AND REFERENCED ON THIS SHEET. PROVIDE FOR CLARIFICATION OF CONSTRUCTION.
208. SHEET S210; FRAMING PLAN: ALL SHEAR WALL ELEVATION REFERENCES ARE TO SHEETS THAT DO NOT EXIST. CLARIFY.
209. SHEET S210; FRAMING PLAN: THERE IS A TYPICAL DETAIL (ON GRIDS 5 AND D AND ON GRID 10 BETWEEN GRIDS F AND G) THAT IS INCOMPLETE. REVISE.
210. SHEET S210; FRAMING PLAN: THE CONCRETE BEAM ON GRID D (BETWEEN GRIDS 8 AND 10) IS NOT REFERENCED. VERIFY.
211. SHEET S210; FRAMING PLAN: CLEAR UP THE ELEVATIONS AT GRID A AND GRID 8.
212. SHEET S210; FRAMING PLAN: WHAT ARE THE BLACK BOXES ON GRID D? VERIFY.
213. SHEET S210; FRAMING PLAN: THERE ARE TENDON ELEVATIONS MISSING AT GRID 10 ON GRIDS A, B, AND C. VERIFY.
214. SHEET S210; P.T. NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
215. SHEET S210; P.T. NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
216. SHEET S210; P.T. NOTES (NOTE 4): REVISE THE DETAIL NUMBER.
217. SHEET S210; P.T. NOTES (NOTE 5): REVISE THE DETAIL NUMBERS.
218. SHEET S210; P.T. NOTES (NOTE 6): REVISE THE DETAIL NUMBER.
219. SHEET S210; P.T. NOTES (NOTE 7): REVISE THE DETAIL NUMBER.
220. SHEET S210; P.T. NOTES (NOTE 8): REVISE THE DETAIL NUMBER.
221. SHEET S210; P.T. NOTES (NOTE 11): REVISE THE REFERENCE SHEET NUMBERS.
222. SHEET S210; REBAR NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
223. SHEET S210; REBAR NOTES (NOTE 3): REVISE THE REFERENCE SHEET NUMBERS.
224. SHEET S210; REBAR NOTES (NOTE 5): REVISE THE DETAIL NUMBER.
225. SHEET S210; REBAR NOTES (NOTE 11): REVISE THE DETAIL NUMBER.
226. SHEET S210; MILD STEEL REINFORCING NOTES (NOTE 1): REVISE THE REFERENCE SHEET NUMBERS.
227. SHEET S210; MILD STEEL REINFORCING NOTES (NOTE 3): REVISE THE DETAIL REFERENCE.
228. SHEET S210; MILD STEEL LEGEND: REVISE THE DETAIL REFERENCE 103 FOR ADDITIONAL REINFORCING AT SLAB OPENINGS.
229. SHEET S210R; MECHANICAL EQUIPMENT SCHEDULE: COULD NOT LOCATE UNIT A. VERIFY.
230. SHEET S210R; FRAMING PLAN: A STEEL COLUMN TO THE EAST OF GRID F (BETWEEN GRIDS 7 AND 8) IS NOT REFERENCED TO THE COLUMN SCHEDULE. VERIFY.
231. SHEET S210R; ROOF FRAMING PLAN NOTES: UNDER THE TITLE, THERE IS A REFERENCE TO SHEET 211R. THIS SHEET IS NOT IN THE SET. VERIFY.
232. SHEET S210R; ROOF FRAMING PLAN NOTES: COMPLETE NOTE 9.
233. SHEET S301; SHEAR WALL ELEVATION: COMPLETE THE TYPICAL DETAIL REFERENCE.
234. SHEET S301; SHEAR WALL ELEVATION: BETWEEN LEVELS B-3 AND 02, THE SECTION CUT 315 SHOULD BE ADDED (BETWEEN GRIDS D AND E). VERIFY.
235. SHEET S302; SHEAR WALL ELEVATION: BETWEEN THE FIRST FLOOR AND LEVEL 02, THE SECTION CUT 311 SHOULD BE ADDED (AT GRID G). VERIFY.
236. SHEET S311; SECTIONS 307A, 308A, AND 309A: THE ELEVATION REFERENCE BELOW THESE WALLS SHOULD BE 302. VERIFY.
237. SHEET S312; SECTIONS 310, 311, AND 312: THE ELEVATION REFERENCE 303 SHOULD BE ADDED BELOW THESE WALLS. VERIFY.
238. SHEET S311; SECTION 306: THE ELEVATION REFERENCE BELOW THIS WALL SHOULD BE 303. VERIFY.
239. SHEET S310; WALL SECTION: THE ELEVATION REFERENCE 304 SHOULD BE ADDED BELOW THIS WALL. VERIFY.
240. SHEET S312; SECTIONS 310, 311, AND 312: THE ELEVATION REFERENCE 305 SHOULD BE ADDED BELOW THESE WALLS. VERIFY.
241. SHEET S501; DETAIL 509: PROVIDE A DESCRIPTION OF PO.
242. SHEET S501; DETAIL 506: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
243. SHEET S501; DETAIL 501: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
244. SHEET S501; DETAIL 511: REVISE THE DETAIL REFERENCE 105 FOR THE SLAB AND FOAM.
245. SHEET S501; DETAIL 502: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
246. SHEET S503; DETAILS 521, 522, AND 528: REVISE THE DETAIL REFERENCE 105 FOR THE SLAB AND FOAM.
247. SHEET S503; DETAIL 521: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
248. SHEET S503; DETAIL 522: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
249. SHEET S503; DETAIL 528: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
250. SHEET S503; DETAIL 525: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
251. SHEET S503; DETAIL 529: REVISE THE DIMENSION FOR THE BEAM DEPTH.
252. SHEET S503; DETAIL 534: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
253. SHEET S503; DETAIL 527: REVISE THE DIMENSION FOR THE SLAB DEPTH.
254. SHEET S503; DETAIL 530: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
255. SHEET S503; DETAIL 526: PROVIDE ADDITIONAL VERBIAGE FOR CLARITY OF THE DETAIL.
256. SHEET S504; TRASH COMPACTOR PLAN: PROVIDE SPECIFIC SHEET NUMBERS FOR THE BOXED NOTE ("OTHER SHEETS").
257. SHEET S504; DETAILS 541 AND 542: PROVIDE THE LENGTH OF THE HEADED STUDS AT THE ANGLE GUIDE RAIL.
258. SHEET S504; DETAIL 543 (CONCRETE WALL AT CONCRETE BEAM): REVISE THE DETAIL NUMBER. WHERE IS THIS SECTION? CUT THE DETAIL ON THE DRAWINGS (THERE ARE TWO DETAIL 543'S). VERIFY.
259. SHEET S601; TYPICAL DECK ATTACHMENT DETAIL (SECTION X): ALL THE WELDS ARE NOT SHOWN FOR THE 5 WELD CONDITION. VERIFY.
260. SHEET S601; DETAIL 608 (SECTION X): PROVIDE "K" DIMENSION OR A REFERENCE FOR THE LOCATION.
261. SHEET S601; DETAIL 609: PROVIDE A SPECIFIC DETAIL REFERENCE FOR THE BOXED NOTE ("TYPICAL STUD DETAIL").
262. SHEET S603; DETAIL 636: IS THE 1'-7" MINIMUM DIMENSION NEEDED ON THIS DETAIL? WE HAVE A 3'-0" DIMENSION LESS THE 8" BEAM DEPTH = 2'-4". CLARIFY.
263. SHEET S701 (PLAN NOTE 2); SHEET S704 (DETAIL 716): THE PLAN NOTE INDICATES THE LANDING FRAMING IS DESIGNED BY THE STAIR MANUFACTURER WHILE THE DETAIL INDICATES FRAMING SIZES. CLARIFY.
264. SHEET S701; PLAN NOTE 12: REVISE THE DETAIL REFERENCE.
265. SHEET S705; DETAIL 730: THE REFERENCE FOR THE STEEL BEAM SHOULD MATCH DETAIL 729. VERIFY.
266. GENERAL (SHEET S401); STRUCTURAL CALCULATIONS (SHEET C2/C230): PLEASE CLARIFY FOR THE REVIEWER: COLUMN C2 (AT GRID B AND GRID 15) IS DESIGNATED IN THE CALCULATIONS AS A C20X20-7 SECTION (SHEET C231) FOR THE B2 LEVEL, AND A C20X20-6 SECTION ABOVE THAT. THE CONCRETE COLUMN PROPERTY DATA (CALCULATIONS SHEET C230) INDICATES A 20"X20" COLUMN WITH A RR-3-3 REBAR PATTERN, AND A BAR SIZE OF #9. ON THE DRAWINGS (SHEET S401), THIS COLUMN IS DESIGNATED AS C27, AND THE COLUMN SCHEDULE LISTS THE REINFORCING AS 8-#8. WHERE IS THE TABLE IN THE CALCULATIONS THAT COORDINATES THE COLUMN REINFORCING WITH THE DRAWINGS? THIS IS CONSISTENT ON MOST OF THE COLUMN CALL OUTS. PLEASE REVIEW ALL COLUMNS.
267. GENERAL: DUE TO THE LARGE NUMBER OF INCONSISTENCIES IN THE DRAWINGS, A THOROUGH REVIEW OF THOSE DRAWINGS AND THE STRUCTURAL CALCULATIONS SHOULD BE PERFORMED TO ENSURE COORDINATION.
268. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.

ARCHITECTURAL REVIEW COMMENTS
RON BROWN
GENERAL
269. Where stairs are required to be a certain width as per occupancy calculations, the width required is to be "A Clear Width" between the handrails as required by 2006 IBC, section 1007.3. None of the stairs scale to this requirement and no dimensions are shown on the stair plans. Please redesign and provide all dimensions required for code compliance.
a. Please show handrails on all stair plans 1.5" from face of wall as per detail 4/A516.
b. Please confirm door swings of all stairs are in the path of exit travel; i.e. Stair 1 below grade level B1 through B3.
270. Detail nos. 9/A106 and 13/A106 conflict in height dimensions. Use dimensions shown on detail 9/A106.
271. During the conference of 4/19/10, refuge areas were discussed and their locations summarized.
a. As per the 2006 IBC, Section 707.14.1, elevators servicing 4 or more levels shall have a fire rated enclosed lobbies with exceptions. Please explain why levels 2 through 9 do not have an enclosed lobby. Please provide code exceptions references in the Building Code Analysis Data in the A00 sheet series.
272. Where a reduced occupant load is desired at select building areas as per 2006 IBC, Section 1004.1.1, please provide an Appeal to the building official.
SHEET NOS. A001 and A200A
273. Construction Area Tabulation shows no occupancy use classifications for classrooms and assembly. Very confusing. Please provide for these classifications as discussed during our 4/19/10 conference and adjust the occupancy load accordingly. Further adjust the required exit and exit width requirements for these accommodations.
274. At sheet A002A
a. Please show a total occupant load summary
SHEET A002
275. Detail 4/A002 indicates that floor levels 2 and 3 are the same. Whereas detail no. 1/A205 and detail 1/A206 are indeed not the same. Please revise sheet A002 and provide another plan showing the third floor plan exit plan.
SHEET NOS. A001, A002 A002A, LS205 AND A205
276. Please clarify and identify all classroom areas. Recalculate the occupancy load to 1:30 as per 4/19/10 conference. Confirm required exit requirements based upon new load and reconfigure exits and widths accordingly.
SHEET NOS. A001, A002 A002A, LS204 AND A204
277. Please clarify and identify all restaurant areas. Recalculate the occupancy load as required for A-2. Confirm required exit requirements based upon new load and reconfigure exits and widths accordingly.
SHEET A205
278. Please label the feature stairway and stairway number 4. Please provide all details required and referenced from this stairway plan.
279. All exits doors of the auditorium are to swing out as per 2006 IBC, Section 1008.1.2.
SHEET NOS. A207, A209 and all other 4th and 9th Floor Plans
280. Please provide an appeal to the building official for elimination of the IBC code required panic bars from the terrace exit doors.
SHEET A206A and all other 3rd Level Plans and Partial Plans
281. What is happening at the angled corridor partition just North of Mechanical Room 1? As per 4/19/10 conference, the third level was to be totally separated from the lobby with a 1 hour enclosure. This angled element does not appear to be a rated partition as it is opened on one end and appears to be a low partition as opposed to a full height partition.

END OF REVIEW
07/28/2010 DAVE MANN FIRE REVIEW Denied Fire Comments:

Please provide a response letter with your reply to all the comments. Include the location in the plans for all corrections.

There are many conflicts that make it difficult to pinpoint what needs to be corrected. Please have the Architect, Mechanical Engineer, and Fire Protection Engineer review the entire set for consistency.

Sheet A001

1. There is no mention of Type M occupancy on this sheet but several in other plans.

Sheet A002

1. The second and third floors are not alike. Our understanding was the third floor was cut off from the second to avoid providing smoke control for the atrium. This does not appear to have been done.

Sheet A002A

1. The retail and A-2 occupancies are again intermingled and confused. If the potential for use as either retail or assembly is desired then the must be designed for the worst case of each for each code requirement.

Sheet LS204

1. The retail and assembly occupancies are again confused. If the potential for use as either retail or assembly is desired then the must be designed for the worst case of occupant load for exiting.

Sheets LS205 and A205

1. At the Meeting of April 19, 2010 there was a lengthy discussion of the occupant load for this floor. It was agreed that the South side of the floor would be calculated at one per 20 square feet not the one per 50 proposed. It is now calculated at one per 100. Please show the correct occupant load for exiting or indicate the classrooms will not be placed on this floor in the future.
2. The occupant load for this floor may require changes in the outside air and structural floor load requirements per the April 19 meeting.
3. The occupant on the grand staircase will increase and an intermediate rail would be required.
4. More spaces are required in the areas of refuge.

Sheet A205A

1. The doors from the pre-function area should swing out of the assembly room. The pre-function area was given a very light occupant load. These doors are shown swinging the other way on the exiting page LS205. This floor looks to be so revised to the point the idea of the pre-function at an occupant load of 100 square feet must be reconsidered.


Sheet A206A

1. The third floor must be cut off from the second or all the atrium provisions of IBC 404 must be followed.
2. There appears to be openings on the south side of the atrium and unprotected construction on that wall.
3. There is a rated wall around the high conference room but it is penetrated by a glass window into a hall way with unprotected doors at the end and windows and unrated construction into the atrium.

Sheets A209 and A207A

1. Provide the appeal for the in swing doors and the appeal and hardware cut sheets for the doors from the outdoor balconies per the April 19 meeting.

Sheet 701

1. Recheck the doors and hardware on this sheet to comply with the corrections in the fire and building comments.


Sheet M401

1. Provide the specifications and cut sheets for SPF's 1 and 2 to show they meet the requirements of IFC Chapters 9 and 10.
2. Provide the smoke control calculations for the stair pressurization system.
3. Provide a list of the Special Inspections required by IFC Chapter 9.

Sheet P001

1. Retail as shown on the first floor shall be protected to Ordinary II per NFPA13.

Sheet E402

1. Provide the Rational Design Report mentioned.
2. Provide battery status for the generator.
07/28/2010 LAITH ALSHAMI ENGINEERING REVIEW Approved
07/29/2010 STEVE SHIELDS ZONING REVIEW Denied PDSD TRANSMITTAL

FROM: Steve Shields
Lead Planner

PROJECT: Unisorce
T10CM01795
Building Plan (1st Review)

TRANSMITTAL DATE: July 29, 2010

1. The building plan has been reviewed by Zoning Review Section and the plans appear to be approvable but due to the amount of comments by other PDSD agencies Zoning will not stamp and approve the plans at this time.

2. Once an approvable set of drawings is submitted Zoning will approve the plans.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956

C:\planning\grading\t10cm01795.doc

RESUBMITTAL OF THE FOLLOWING IS REQUIRED:
07/29/2010 RONALD BROWN HC REVIEW Denied Reference Building Folder Comments
08/03/2010 ROBERT SHERRY WATER REVIEW Approved
08/04/2010 BETH GRANT COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Needs Review
08/04/2010 GERRY KOZIOL WWM REVIEW Denied NEED WW CREDIT EVALUATION- 5TH FLOOR
NEED TO SHOW LOCATION/METHOD OF CONNECTION TO PUBLIC SEWER
NEED LETTER OF CAPACITY FROM 3RD FLOOR IN PUBLIC WORKS BLDG BY KURT STEMM- 740-6607
NEED TOCLARIFY USE OF SANITARY ROOF DRAIN
08/05/2010 STANTEC ELECTRICAL-COMMERCIAL REVIEW Denied August 5, 2010


To: Ernie Duarte, Acting Building Official
City of Tucson Development Services Department
201 N. Stone Avenue, First Floor
Tucson, Arizona 85701

Re: Unisource Energy Corporation - Shell Office Building (ELECTRICAL REVIEW ONLY)
City of Tucson No. T10CM01795
Stantec Project No. 816-30015 (10-034)


Plan review for the above-referenced project has been completed, per the 2005 NEC with local amendments, and the Tucson Outdoor Lighting Code. This letter reflects comments to be addressed with a written response to each of the noted items indicating the action taken. In order to facilitate a shorter back-check time, we request that you please provide revised plans and calculations, clouding any changes that have been made.

SCOPE OF REVIEW:

The scope of this review covers Electrical Review Only. All features were checked only to the extent allowed by the submittal provided. All portions of the project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval.

GENERAL:

" There are no general comments to be addressed.

ELECTRICAL:

" Those items presented in Meade Engineering's in-house review letter dated 7/27/2010 are to be addressed on the plans. {This comment is meant to incorporate the items noted in the Meade Engineering in-house review letter into this comment letter. Rather than "copy" the items from the in-house review letter into this document, the comments within the in-house review letter are a part of this document by reference.}

" Panel SB3E (a 225 amp panel) distributes power to 17 panels along a 100 amp feeder by way of 125 amp feed-through lugs. The panel schedules for these 17 panels indicate to "see load calculations"; however load calculations have not been provided beyond the 719 amps at the NEC 701 optional stand-by system shown on Sheet E704. Panel schedule DRDBA on Sheet E701 show 75 amps of load for Panel SB3E. How was 75 amps assumed? What small load is being placed on each of these panels?

" The one-line diagram on sheet E401 shows two groups of panels being fed from Panel SB3W; the panel schedule for SB3W shown on Sheet E703 shows only spare circuits and no sub-panels. Please coordinate.

" Panel schedules DRDBA and DRDBB on Sheet E701 show a 45 amp 3 pole breaker feeding a 15hp chilled water pump; where is this pump shown being feed from these distribution panels on the one-line diagram on Sheet E401? Please coordinate.

" Where is the panel schedule for Panel HCP? This panel is located downstream of Panel CPA on the one-line diagram on Sheet E401 and is shown on the panel schedule for Panel CPA on Sheet E701. Please coordinate. {Panel schedules for Panels SB1E and UPS1E are also missing.}

" The one-line diagram on sheet E401 shows Panels PSBCP and LCCCP being fed from Panel HSBCP; where is Panel LCCCP shown on the lighting control diagram on Sheet E405? Please coordinate. {There is a Panel LCCHG on the lighting control diagram; could this be the same panel?}

" The one-line diagram on Sheet E401 shows Panel LCCG being fed from Panel HGA; however I could not find this lighitng control panel on the lighting control diagram on sheet E405. Further, panel schedule HGA on Sheet E401 shows Panel HMPOP; however the one-line shows this panel being fed by Panel HGB and not HGA. Please coordinate.

" Are Panels DPELEV and PELEV the same as Panels DPB1ELEV and PRELEV respectively? The one-line diagram on Sheet E401 shows Panels DPB1ELEV and PRELEV; however I could not find their panel schedules. I did find panel schedules for Panels DPELEV and PELEV but could not find them on the one-line diagram. Please coordinate. {Panel schedule HSB1W on Sheet E703 shows Panel DPELEV while panel schedule DPELEV on Sheet E701 shows PRELEV.}

" The one-line diagram on Sheet E702 shows Panel P3EB being fed from P3EA; however the panel schedule for Panel P3EA does not show Panel P3EB. Please coordinate. {The same can be said for the pairs P2EA / P2EB, and P1EA / P1EB.}

" The one-line diagram on Sheet E703 shows Panel P4WB being fed from P4WA; however the panel schedule for Panel P4wA does not show Panel P4WB. Please coordinate. {The same can be said for the pairs P3WA / P3WB, P2WA / P2WB. and P1WA / P1WB.}

" The one-line diagram on Sheet E701 shows Panel EPFCC being fed from EHLE; however the panel schedule for Panel EHLE does not show Panel EPFCC. Please coordinate.

" Based on the outdoor lighting calculation a special inspection certificate needs to be provided for outdoor lighting [COT outdoor Lighting Code Sec. 16]. The lighting code calculation provided on Sheet E102 indicates that 488,840 lumens of outdoor lighting is being provided on 2.34 acres of land, therefore 208,905 lumens are being provided per acre. When the lighting density is greater than 100,000 lumens per acre ion Areas E3 and E3a then special inspection is required. Please provide a certificate and note on the plans the requirement.

" Much of the outdoor lighting is Class 3 lighting under the COT Outdoor Lighting Code. Under the general notes on Sheet E102 it does mention that all Class 3 lighting must be extinguished between 10 p.m. or closing (which ever is later) and sunrise. How are the Class 3 lights being controlled to accomplish this requirement? {The requirement is actually 11 p.m. and not 10 p.m.}

-End of Review-

If you have any questions, please call (520) 750-7474.

Sincerely,
Stantec Consulting Services, Inc.



Joel Svoboda
Associate

JES:jes

Attachments: none
08/05/2010 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Based on sheet LS200, the plumbing code of record for this project is the 2006 UPC.
2. Plumbing General Note 10 indicates a slope of 1/8" per foot for 3" grease and soil waste pipe; revise the slope of the horizontal drainage piping to comply with the requirements of Section 708.0, UPC 2006.
3. Revise the installation of the FS1, P8, and the FS2 fixtures to avoid vertical wet venting on multiple stories. Reference: Section 908.1, UPC 2006.
4. Provide parallel vent stacks to comply with the requirements of Section 907.1, UPC 2006.
5. Revise the design of the vent for SRD1 so that it rises at least 6" above the flood rim of SRD1 prior to connecting to another vent. Reference: Section 905.3, UPC 2006.
6. The deck drain for the terrace located near column E-2 shows a load of 4660 square feet which will require a minimum roof drain size of 5" and a minimum horizontal leader of 6". Revise accordingly. Reference: Section 1106.0, UPC 2006.
7. The 4th floor terrace shows overflow scuppers and references architectural details for the sizing and construction. Where are these details located? Reference: Section 103.2.3, UPC 2006.
8. The horizontal rainwater leaders and overflow rainwater leaders located at the 3rd floor ceiling along column line J appear to be under sized; 3" lines are limited to 1,096 square feet and 4" lines are limited to 2,506 square feet. Reference: Section 1106.0, UPC 2006.
9. The vertical rainwater and overflow rainwater leaders located near column E.5-13 appears to be under sized; an 8" pipe is limited to 29,333 square feet, not 29,374 square feet. Reference: Section 1106.0, UPC 2006.
08/06/2010 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide ventilation calculations for the enclosed parking areas on floors B-3, B-2, B-1, 1, 2, and 3. Explain how the ventilation will be balanced for each basement level. Reference: Sections 403.3.4 and 404.2, IMC 2006.
2. Clarify how the elevator lobbies in basement levels B-3, B-2, and B-1 are to be kept positive with respect to the parking areas during times of reduced exhaust. Reference: Section 404.3, IMC 2006.
3. Clarify the exhaust duct arrangement for room 204 (electrical room); if the duct shown is really an exhaust duct, provide the balancing data. Reference: Section 106.3.1, IMC 2006.
4. Provide the normal and emergency ventilation calculations for the 3rd floor machinery room. Reference: Section 1105.6, IMC 2006.

Final Status

Task End Date Reviewer's Name Type of Review Description
08/19/2010 CINDY AGUILAR OUT TO CUSTOMER Completed
08/19/2010 SUE REEVES REJECT SHELF Completed