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MANUFACTURED BY: <br /> 24' WIDE FRAME <br /> 'CARPORT STYLE' METAL BUILDING GENERICS qm�m <br /> SCOPE OF PLANS: STRUCTURAL DESIGN CRITERIA CONTACT INFORMATION <br /> 1. TO PROVIDE STRUCTURAL DESIGN FOR A VARIETY OF ALL CONSTRUCTION SHALL BE PROVIDED IN FOR QUESTIONS OR INFORMATION NEEDED PLEASE, <br /> PRE-FAB METAL BUILDINGS PER THE SPECIFIED DESIGN ACCORDANCE WITH THE PREVAILING CODES LISTED CONTACT THE METAL BUILDINGS MANUFACTURER A �� <br /> LOADS,AND APPLICABLE BUILDING CODES. BELOW AND ALL APPLICABLE LOCAL REQUIREMENTS. LISTED ON PLANS.ENGINEER OF RECORD REQUIRES I� <br /> PREVAILING CODE: WSBC 2021 AUTHORIZATION FROM THE METAL BUILDINGS <br /> 2. DOES NOT PROVIDE ANY ARCHITECTURAL,SITE, MANUFACTURER TO ADDRESS ANY QUERIES 457 N. Broadway, <br /> ZONING,HVAC, ELEC,MECH DESIGN OR MINIMUM DESIGN STANDARD: ASCE 7-16 Joshua, TX 76058 <br /> REQUIREMENTS.THESE ITEMS MUST BE ADDRESSED BY THE INFORMATION CONTAINED IN THESE DRAWINGS IS 1-866-730-9865 <br /> THEIR RESPECTIVE PROFESSIONALS IN CHARGE. OCCUPANCY GROUP: U(CARPORT/UTILITY/ THE SOLE PROPERTY OF METAL BUILDING <br /> GARAGE/SHED) MANUFACTURER LISTED ON THIS PAGE.ANY <br /> 3. DOES NOT PROVIDE ANY DOOR OR WINDOW CONSTRUCTION TYPE: V-B REPRODUCTION IN PART OR WHOLE WITHOUT THE ENGINEERED BY: <br /> DESIGN INFORMATION.THOSE SHALL BE ADDRESSED RISK CATEGORY: I (NON-HABITABLE) WRITTEN PERMISSION OF METAL BUILDING ' <br /> BY DOOR AND WINDOW MANUFACTURER. MANUFACTURER LISTED BELOW IS PROHIBITED.LEGAL <br /> 1. ROOF DEAD LOAD(D) 2.0 PSF(COLLATERAL) ACTION WILL BE TAKEN AS NECESSARY AS A RESULT. <br /> 4. THESE DOCUMENT SHALL NOT BE USED TO PERMIT OR <br /> JUSTIFY DESIGN OF AS-BUILT/EXISTING STRUCTURES 2. ROOF LIVE LOAD(Lr) Lr=20 TO 61 PSF ANY REQUESTS,CHANGES,MODIFICATIONS A&A ENGINEERING <br /> OR BUILDINGS BUILT WITHOUT A PERMIT. (VARIES BASED ON REVISIONS TO INFORMATION PROVIDED IN THIS CBgL•STRUCCURAL <br /> FRAME SPACING AND DOCUMENT WILL REQUIRE A COMPLETELY SEPARATE <br /> GENERAL DESIGN NOTES DESIGN OPTIONS) SITE-SPECIFIC SET OF PLANS;INQUIRE WITH THE LISTED DRAWING INFORMATION <br /> 3. SNOW LOAD(S) METAL BUILDING MANUFACTURER. <br /> 1. THESE STRUCTURES ARE DESIGNED AS RISK GROUND SNOW LOAD Pg=20 TO 90 PSF PROJECT: 24'Wide <br /> CATEGORY I(NON-HABITABLE),UTILITY/STORAGE/ (VARIES BASED ON STRUCTURAL SHEET INDEX LOCATION: <br /> PRIVATE GARAGE/SHED TYPE BUILDINGS-THAT FRAME SPACING AND STATE OF WASHINGTON <br /> ONLY DESIGNED TO RESIST THE DEAD LOADS,LIVE DESIGN OPTIONS) COVER SHEET I PROJECTNo.:233-24-0431 <br /> LOADS,AND WIND LOADS LISTED UNDER IMPORTANCE FACTOR Is=0.80 SHEET TITLE: <br /> "STRUCTURAL DESIGN CRITERIA".ANY ADDITIONAL THERMAL FACTOR Ct= 1.2 SCHEDULES&MEMBER-SECTIONS 2 COVES SHEET <br /> LOADINGS WITHOUT RE-DESIGN OR ENGINEERING EXPOSURE FACTOR Ce= 1.0 <br /> CONSULTATION SHALL NOT BE PERMITTED. ROOF SLOPE FACTOR Cs= 1.0 FRAME SECTIONS&DETAILS 3A,313 <br /> FLAT ROOF SNOW LOAD Pf=20 TO 61 PSF <br /> 2. ALL MATERIALS IDENTIFIED BY A MANUFACTURER SLOPED ROOF SNOW LOAD Ps=20 TO 61 PSF SPACING SCHEDULES&ENCLOSURE NOTES 4 SHEET NO.: <br /> NAME MAY BE SUBSTITUTED WITH MATERIAL EQUAL MINIMUM SNOW LOAD Pm=20 <br /> OR EXCEEDING ORIGINAL. PURLIN&GIRT SCHEDULES 5 <br /> 4. WIND LOAD(W) CHECKED BY: OAA DATE:1/25/24 <br /> 3. ALL WELDED CONNECTIONS SHALL BE SHOP EXPOSURE C SHEATHING OPTIONS 6 <br /> WELDED CONNECTIONS.FIELD WELDING IS NOT DESIGN WIND SPEED Vult= 105 TO 180 MPH LEGAL INFORMATION <br /> PERMITTED NOR REQUIRED. (VARIES BASED ON SIDE WALL FRAMING&OPENINGS 7A,7B -ANYDUrUCATION OFTHI5 DRAWING IN WHOLE OR <br /> FRAME SPACING AND PART 15 5TRICRY FORBIDDEN.ANYONE DOING 50 WILL <br /> BE PR05ECUTED UNDER THE FULL WENT OF THE LAW. <br /> 4. ALL STRUCTURAL LIGHT GAUGE TUBING AND DESIGN OPTIONS) END WALL FRAMING&OPENINGS 8A,8B -DRAWING5 VALID UP TO I YUR FROM DATE OF 155UE. <br /> CHANNELS SHALL BE: <br /> ASTM A500 GRADE C OR EQUAL: CORNER BRACING DETAILS 9 SEAL: <br /> `m r� 5. SEISMIC LOAD(E) <br /> Fy=50 KSI Fu=65 KSI DESIGN CATEGORY C P, A B U, T> <br /> „0 IMPORTANCE FACTOR le=1.00 OPTIONAL LEAN-TO ADDITION 10 1 <br /> 5. GYPSUM BOARD OR DRYWALL FINISH OR ANY O-� W ASS <br /> BRITTLE BASE MATERIAL IS NOT CONSIDERED OR ASD LOAD COMBINATIONS: FOUNDATION OPTIONS 1 IA TO 11 D �� �C��1 <br /> o ACCOUNTED FOR ON THE DESIGN CRITERIA OF THIS 1. D+ Lr OR S <br /> STRUCTURE,U.N.O. 0 `C <br /> 3A 3. D+0.75(0.6W OR±0.7E)+0.75(Lr OR S) <br /> 3 4. 0.6D+(0.6W OR±0.7E) <br /> N <br /> AA <br /> O <br /> p" O 77 2 <br /> CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY ', 40�C40 77 ♦� <br /> NOTICE <br /> OWNER: GROUND SNOW: WIDTH: FRAME TYPE: ❑ REGULAR DATE OF PLANS SS�ON A L <br /> ADDRESS: <br /> ROOF LIVE LOAD: LENGTH: <br /> ❑ FULL EXPIRATION: FEB 23 TOTS <br /> ENCLOSURE ❑ PARTIAL CERTIFICATION ON THESE DRAWINGS IS STAMP EXPIRY: NOV 9 2024 <br /> TYPE. VALID FOR ONE YEAR FROM DATE OF ISSUE <br /> BASIC WIND SPEED: HEIGHT: [I OPEN DATE SIGNED: FEB 23 2024 <br />