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242' - 4 3/4"148' - 9" 50' - 2" 123' - 2" 29' - 3 5/8" 411' - 1 3/4" (E) OFFICES (NOT IN SCOPE) 20' - 0"40' - 0" (TYP UNO) (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 3 1 - 1 / 2 " (E ) G L B 5 - 1 / 8 " x 2 8 - 1 / 2 " 20' - 0" (E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2"(E) GLB 3-1/8" x 22-1/2" ABCD 1 2 98' - 7" (N) INV PER ELECTRICAL; SEE FOR MOUNTING DETAILS (N) INV PER ELECTRICAL; SEE FOR MOUNTING DETAILS /1 S-1 /1 S-1 12'-0" +/- 6" 40'-0" +/- 6" 22'-6" +/- 6" 23'-0" +/- 6"25'-0" +/- 6" 7'-0" MIN 17'-3" +/- 6" 6'-6" +/- 6" LEGEND (E) 2x ROOF SUB-PURLIN PER SCHED TO REMAIN (E) ROOF FRAMING PER SCHED TO REMAIN (N) HANWHA Q CELLS Q.TRON BLK M-G2+ (425W) MODULES (514) TO BE INSTALLED ON BALLASTED UNIRAC RMDT RACKING PER PV DRAWINGS (E) SKYLIGHT AL L I D E A S , D E S I G N S A N D A R R A N G E M E N T S I N D I C A T E D O N T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F T K J S T R U C T U R A L E N G I N E E R I N G , I N C . , A N D A R E IN T E N D E D T O B E U S E D I N C O N N E C T I O N W I T H T H I S S P E C I F I C P R O J E C T O N LY , A N D S H A L L N O T B E U S E D F O R A N Y O T H E R P U R P O S E W H A T S O E V E R W I T H OU T T H E W R I T T E N C O N S E N T O F T H E E N G I N E E R . DRAWN BY WA X I E S A N T A A N A SY S T E M S I Z E : 22 3 . 5 9 k W D C BAJ DATE: 5/ 1 4 / 2 0 2 5 1 1 : 0 0 : 0 4 A M S-2 ROOF FRAMING PLAN 5/13/25 32 2 0 S F A I R V I E W S T SA N T A A N A , C A 9 2 7 0 4 24 0 8 7 1/16" 1'-0" Roof Framing Plan 1 6-30-25 S 4845 EXP. STRUCTURAL TIMOTHY KYLE JAQUESS STATE OF CALIFORNIA REG ISTEREDPROFESSIONALENGINEER