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ROOF FRAMING NOTES: 1. SEE SHEET S0.1, S0.2, & S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ROOF SHEATHING: 15/32” THICK APA RATED SHEATHING, 32/16 SPAN RATING, EXPOSURE 1. NAIL EDGES AND PERIMETER WITH 10d NAILS AT 4” O.C. AND 10d NAILS AT 12” O.C. AT FIELD. ALL EDGES BLOCKED UNLESS OTHERWISE SPECIFIED. LAYOUT PER DETAIL 1/S1.1. 3. USE SIMPSON “LU”, “LUS” OR “HU” HANGERS AT FLUSH JOISTS & BEAMS UNLESS NOTED OTHERWISE. 4. 5. NEW ROOF PENETRATIONS TO HAVE CONTINUOUS BOUNDARY NAILING ALL EDGES OF OPENING. 6. CONTRACTOR TO REPLACE DAMGED, ROTTED OR OVERCUT FRAMING IN A 'LIKE AND KIND' MANNER USING THE SAME SIZE, GRADE OF LUMBER, AND FASTENING. CONTRACTOR TO CONTACT STRUCTURAL ENGINEER OF REOCRD FOR QUESITONABLE CONDITIONS. - - - - 1 1 1 2 2 A.3 A.3 A A C C 3 3 6 6 OPEN TO BELOW SECOND FLOOR SUN DECK MECHANICAL WELL A.2 A.2 A.4 A.4 A.6 A.6 A.8 A.8 B B B.2 B.2 B.4 B.4 B.6 B.6 B.8 B.8 4 4 5 5 (N ) 4 x 1 0 (N ) 4 x 1 0 (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E ) 5 -1/ 4 x 2 6 G L B G I R D E R 1 (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 S3.1 1TYP OF (3) S3.1 2 TYP OF (3) 3 6 3 5 4 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 S3.1 TYP 7 S3.1TYP 7 S3.1 TYP 6 S3.1 TYP (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 3 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 3 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 3 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 8 S3.1 8 S3.1 8 S3.1 TYP TYP TYP 8 S3.1 TYP TYP 8 S3.1 TYP 8 S3.1 TYP 66 6 66 STRUCTUAL DESIGN NARRATIVE: SCOPE OF STRUCTURAL MODIFICATIONS: 1. REPLACING (8) SMALL AC UNITS WTH NEW UNITS OF SLIGHTLY LESSER WEIGHT. UNITS ARE LOCATED IN SAME LOCATIONS. 2. ADDITION OF MECHANICAL UNIT SCREEN ELEMENT. Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2020C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com . PR I N T D A T E Pr o j e c t S t a t u s : CONSULTING STRUCTURAL ENGINEERS 3198-G AIRPORT LOOP DRIVE COSTA MESA, CA 92626 PHONE: (714) 556-5475 . CROSS ENGINEERING No. 3886 STRUC T URAL K IRK D .CROSS R EGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA . As indicated 4/ 4 / 2 0 2 4 1 : 4 5 : 1 4 A M CE 24-101 02-02-2024 CE AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 7 W E S T F I R S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N ROOF FRAMING PLAN S2.2 AG E N C Y S U B M I T T A L Structural Keynotes KN Description Detail 1 (E) STEEL PIPE COLUMN 2 (N) SIMPSON 'HU' HANGER 3 (N) AC UNIT( 414 LBS) ON (N) PLATFORM REPLACING (E) 455 LBS UNIT 4 (N) AC UNIT (380 LBS) ON (E) PLATFORM REPLACING (E) 455 LBS UNIT 5 (N) AC UNIT (467 LBS) ON (E) PLATFORM REPLACING (E) 490 LBS UNIT 6 (E) DUCT & ROOF PENETRATION TO REMAIN REV DESCRIPTION DATE 1/4" = 1'-0"1 ROOF FRAMING PLAN 1031 W 1st St - 101119950 & 4013927010/18/2024