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SCOPE OF WORK STRUCTURAL DESIGN NOTES DESIGN NOTES METAL BUILDING 1. TO PROVIDE STRUCTURAL DESIGN FOR THE MEMBER PROPERTIES MANUFACTURER PRE-FAB METAL BUILDING PER THE SPECIFIED 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE 1. THE INTENTION OF ELEVATIONS PROVIDED ON THIS SHEET IS TO INDICATE LOCATION PROPERTY WITH CBC 2022, IBC 2021, ASCE7-22, OSHA, AISC 360, AISI 100, STRUCTURAL COMPONENTS, DIMENSIONS, AND BUILDING ORIENTATION DESIGN LOADS, AND APPLICABLE BUILDING MAIN BUILDING CODES. ANY DISCREPANCIES IN DESIGN LOADS AWS D1.3 CODES AND ALL APPLICABLE LOCAL ONLY. COLUMN POST (2) TS 2 2" SQ X 14GA SHALL BE BROUGHT TO THE ATTN. OF THE REQUIREMENTS. 2. ARCHITECTURAL DESIGN REQUIREMENTS ARE NOT COVERED IN THIS PLAN TUBES - STITCH WELDED ENGINEER OF RECORD. 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON SET. THESE DESIGN REQUIREMENTS SHALL BE ADDRESSED IN A SEPARATE END WALL POST TS 2 2" SQ X 14GA TUBE 2. DOES NOT PROVIDE ANY ARCHITECTURAL, SITE, FOUNDATIONS DETAILS SHEET. ARCHITECTURAL SET BY RESPONSIBLE LICENSED PROFESSIONALS IN lrr� ZONING, HVAC, ELEC, MECH DESIGN OR 3. ALL MATERIALS IDENTIFIED BY A MANUFACTURER NAME MAY CHARGE, AS NEEDED. ROOF MEMBER TS 2 2" SQ X 14GA TUBE FOR QUESTIONS, MODIFICATIONS, REQUIREMENTS. THESE ITEMS MUST BE BE SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING 3. ALL EXT WALL SHEATHING SHALL BE: CLASS A RATED 29GA. 3/4" RIB HT - 1 „ REVISIONS OR CORRECTIONS NEEDED PEAK BRACE TS 2 SQ X 14GA TUBE TO PLANS, PLEASE CONTACT THE ADDRESSED BY THEIR RESPECTIVE ORIGINAL. GALV OR PAINTED STEEL (FY=80 KSI) OR EQ. METAL BUILDINGS MANUFACTURER PROFESSIONALS IN CHARGE. 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. 4. ALL EXT ROOF SHEATHING SHALL BE: CLASS A RATED 29GA. 3/4" RIB HT - LEAN TO LISTED ON PLANS. ENGINEER OF NO FIELD WELDING IS REQUIRED. 1 �� RECORD REQUIRES AUTHORIZATION STRUCTURAL DESIGN CRITERIA Q GALV OR PAINTED STEEL (FY=80 KSI) OR EQ. COLUMN POST TS 2 / SQ X 14GA TUBE FROM THE METAL BUILDINGS PREVAILING CODE: CBC 2022 (IBC 2021) 5. ALL STRUCTURAL FIELD CONNECTIONS SHALL BE #12-14 x 1" 5. LOC OF WALK-IN DOORS OR WINDOWS CAN BE DETERMINED ON SITE AS MANUFACTURER TO MAKE ANY END WALL POST TS 2 2" SQ X 14GA TUBE CHANGES TO PLANS. USE GROUP: U SIDS (ESR-2196) OR APPROVED EQUAL. LONG AS THEY FALL BETWEEN BAYS (BETWEEN FULL FRAMES). CONSTRUCTION TYPE: II - B 6. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR 6. PER IBC 1507.4.2 PROVIDE LAP SEALANTS PER MANUFACURER'S ROOF MEMBER (2) TS 2 2" SQ X 14GA SEAL BELOW RISK CATEGORY: PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80 KSI) OR EQ. INSTRUCTION AT ROOF SHEATHING LAPS. TUBES - STITCH WELDED BUILDING FOOTAGE: 2400 SQ-FT 7. SHEATHING CONNECTIONS SHALL BE #12-14 x 3/4" SIDS. ALL STRUCTURES QRoFEss/6�v NEOPRENE WASHERS ARE REQUIRED. SHEATHING FASTENER SCHEDULE 1 ��° �o�EP ,�� q��, BASE RAIL TS 2 „ SQ X 14GA TUBE � �� LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE 8. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS DEAD LOAD (D) KNEE BRACE TS 2 2" SQ X 14GA TUBE C84908 m COLLATERAL LOAD 2.00 PSF SHALL BE ASTM A653 (HSLA) GRADE 50 STEEL (Fy = 50 KSI, Fu SPACING 9' C/C MIN. 1 4 2" C/C 9"C/C EXp. 03-31-2026 = 65 KSI) OR EQUAL. FASTENER TYPE: #12-14 X 1" SELF-DRILL SCREWS (ESR-2196) W/ CONNECTOR SLEEVE TS 2 4" SQ X 12GA TUBE ROOF LIVE LOAD Lr = 20.00 PSF 9. STRUCTURAL TUBE TS 2 112" x 2 112" x 14GA (0.083") IS NEOPRENE/STEEL WASHER PURLINS 4" X 1" X 14GA HAT �� fi L, o� EQUIVALENT TO TS 2 1/4" x 2 1/4" x 12GA (0.109") AND EITHER SPECIAL INSPECTIONS: CHANNEL CA SNOW LOAD (S) ONE MAY BE USED IN LIEU OF THE OTHER. THE ENGINEERING SEAL COVERS TS GROUND SNOW LOAD Pg = 1.00 PSF 10. 12GA IS DEFINED AS 0.109" THICKNESS. 14GA IS DEFINED AS 1. PERIODIC INSPECTION OF POST INSTALLED STRNTEDINTHIUCTURAL SSETOFIGN PLANS. PRESENTED IN THIS SET OF PLANS. IT IMPORTANCE FACTOR Is - 1.0 0.083" THICKNESS. 26GA IS DEFINED AS 0.019" THICKNESS. CONCRETE ANCHORS PER ICC-ESR OR BUILDING DOES NOT PROVIDE ANY 29GA IS DEFINED AS 0.015" THICKNESS. OFFICIAL REQUIREMENTS ARCHITECTURAL, SITE, ZONING, HVAC, THERMAL FACTOR Ct = 1.2 ELEC, MECH DESIGN OR 11. GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE REQUIREMENTS. THESE ITEMS MUST EXPOSURE FACTOR Ce = 1.0 NO ADDITIONAL SPECIAL INSPECTIONS ARE REQUIRED BE ADDRESSED BY THEIR RESPECTIVE MATERIAL IS NOT CONSIDERED OR ACCOUNTED FOR ON THE PROFFSSIONALSINCHARGE. ROOF SLOPE FACTOR Cs = 1.0 FOR THIS STRUCTURE UNLESS EXPLICITLY REQUIRED FLAT ROOF SNOW LOAD Pf = 0.84 PSF DESIGN CRITERIA OF THIS STRUCTURE, U.N.O. BY THE BUILDING OFFICIAL. LEGEND PROJECT TITLE PROJECT SLOPED ROOF SNOW LOAD Ps = 0.84 PSF 1 2 3 4 LOCATION WALK-IN DOORS (REF. DOOR MFG) WIND LOAD (W) Vult = 95 MPH I 12 DESIGN WIND SPEED WN WINDOWS I 31 EXPOSURE C _ SEISMIC LOAD (E) H HEADER 1 SS 1.130 12 12 1.33� �1.33 I �J S1 0.340 NOTE: ANY DOOR OR WINDOW W CD > O SDs 0.970 DESIGN INFORMATION IS NOT =N Q Q m SD1 0.600 COVERED IN THIS PLAN SET AND W DESIGN CATEGORY D 6, _ Z SHALL BE ADDRESSED -1 SITE CLASS D (DEFAULT) (Do Q IMPORTANCE FACTOR le = 1.0 BY OTHERS. � o Z W U END LAP ASD LOAD COMBINATIONS: MAX. 4 1/2C/C �'� Q PQ Strength (ASCE 2.4): L SIDE LAP STITCH 1 00 GRADE SCREW . QP 2. D + 0.6W MIN. (1) #12 SDS 3. D + 0.75 (Lr or 0.7S) + 0.75 (0.6W) 3'-0" e 12'-0" 3'-0" e 5'-0" 14'-0" 5'-0" 3'-0" 12'-0" 3'-0" .� 46 PATTERN 4. .6D 0+ .6W ( ± 9" C/C) 5. 0 0 + 0.7 + 0.7EH FRONT END WALL ELEVATION 46 PATTERN PURLIN ( ± 9 C/C) 6. D + 0.525Ev + 0.525EH + 0.1S SCALE: 3/16" : 1' @ CORNER / EDGE 7. 0.61D - 0.7Ev + 0.7EH 4 3 2 1 SHEATHING FASTENER PATTERN Service: SCALE: 1/4" : 1' D + 0.5 (Lr or S) + Wa I 31 LH REVISIONS I # DATE DRAWN CHECKED 36" I I BY BY 9" STRUCTURAL DRAWING INDEX 12 12 1 04�16�2025 NG JH CODE CONTENT 1.33� �1.33 END WALLS ELEVATIONS 3% (4 �, ff C/C) PATTERN s-1 & SPECIFICATIONS =N SIDE WALLS ELEVATIONS & FRAME CN �� S-2 LAYOUT PLAN o 29GA. - 3/4 RIB PROFILE QO CD S-3 FOUNDATION PLAN & DETAILS 1--1 = SCALE : 1 " 1 ' S-4 FRAME ELEVATIONS & DETAILS WIN WN WIN TITLE SHEET FRAME WALLS ELEVATIONS & END WALLS S-5 DETAILS ELEVATIONS S-6 LEAN TO FRAME WALLS GRADE & SPECIFICATIONS ELEVATIONS & DETAILS 00 12'_0" 3'-0" 3'-7Y" 2'-0 12'-92" 2'-0 3'-72" 7'-11" 2'-0 8'-12„ NUMBER SHEET REAR END WALL ELEVATION S - 1 SCALE: 3/16" : 1' c�