Joseph L. Oliveri, AIA
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- Arnold Carroll
- 5 years ago
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1 c < < < < < < Joseph L. Oliveri, AIA
2 Joseph L. Oliveri, AIA
3 PARKING BY DISABLED PERMIT ONLY $ xxx FINE F.S Joseph L. Oliveri, AIA
4 Joseph L. Oliveri, AIA
5 Joseph L. Oliveri, AIA
6 Joseph L. Oliveri, AIA
7 Joseph L. Oliveri, AIA
8 Joseph L. Oliveri, AIA
9 SIGNAGE SIGNAGE SIGNAGE Joseph L. Oliveri, AIA SIGNAGE
10 Joseph L. Oliveri, AIA SIGNAGE
11 Joseph L. Oliveri, AIA
12 Joseph L. Oliveri, AIA
13 Joseph L. Oliveri, AIA
14 Joseph L. Oliveri, AIA
15 Joseph L. Oliveri, AIA
16 Joseph L. Oliveri, AIA
17 Joseph L. Oliveri, AIA US Hwy. 19 Palm Harbor, FL 34684
18 Joseph L. Oliveri, AIA
19 STRUCTURAL NOTES MISCELLANEOUS COLD-FORM STEEL FRAMING MASONRY SITE WORK CAST IN PLACE CONCRETE OPEN WEB STEEL JOISTS AND JOIST GIRDERS (NOTED "JOISTS" HEREIN) CARPENTRY MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S1.1-S1.3.dwg, 12/10/2018 4:17:12 PM STRUCTURAL STEEL METAL DECKING
20 BUILDING DATA (FLAT ROOF) WIND VELOCITY: (Basic Wind Speed, 3 sec.) RISK CATEGORY: ROOF ANGLE, A (degrees): WIND EXPOSURE CATEGORY: ZONE AREA (ft ) ROOF (Positive) mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: +/ mph (ASD) (Enclosed Building Per ASCE 7-10) II 0.0 < A < 7.0 C DESIGN PRESSURE (psf) (Negative) Net Uplift (ULT.) WIDTH OF EDGE STRIP (FT): WIND DESIGN LOADS - COMPONENTS AND CLADDING (ULTIMATE) HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: ROOF DEAD LOAD RESISTING UPLIFT (psf): Net Uplift (ASD) ZONE AREA (ft ) Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL WL Net Uplift (ASD) = 0.6 DL WL WALL DESIGN PRESSURE (psf) (Positive) (Negative) (ULT.) 15.0 (ASD) 1 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S1.1-S1.3.dwg, 12/10/2018 4:17:13 PM 2
21 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S1.1-S1.3.dwg, 12/10/2018 4:17:13 PM
22 4 S4.1 8 S4.1 9 S S4.1 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S2.1.dwg, 12/10/2018 4:17:18 PM 1 S3.2 3 S3.2 2 S3.2 2 S3.1 3 S3.1 5 S4.1 1 S3.1
23 30K12 34G 6N 11.2K 28K7 34G 6N 11.2K 34G 6N 11.2K 34G 6N 11.2K 34G 6N 11.2K 9 S S S S4.4 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S2.2.dwg, 12/10/2018 4:17:23 PM 1 S3.2 3 S3.2 2 S3.2 2 S S4.2 3 S3.1 14K1 1 S S S4.2
24 6 S4.4 6 S S4.4 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S3.1-S3.2.dwg, 12/10/2018 4:17:30 PM
25 6 S4.4 6 S4.4 6 S4.4 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S3.1-S3.2.dwg, 12/10/2018 4:17:33 PM
26 S4.1 9 S MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S4.1_S4.4.dwg, 12/10/2018 4:17:05 PM 14
27 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S4.1_S4.4.dwg, 12/10/2018 4:17:07 PM
28 MOHAN ENGINEERING, INC. M:\Active_Proj\MNO\Medical Office Building - McMullen Booth Rd\CAD\Struct\ Permit Set\S4.1_S4.4.dwg, 12/10/2018 4:17:08 PM S
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