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CITY OF SANTA ANA <br />PI <br />R <br />Ma <br />Da <br />24 <br />20 <br />16 <br />12 <br />08 <br />04 <br />ROOF SHTG. STARTER BOARD <br />2X RR @ 24" O.G. <br />(SEE PLANS) RADIANT 2X BLKG. <br />BARRIER A35 @ 7- 1 6D <br />32" O.G. NAILS <br />EN. <br />r\ <br />X'-X" GL. <br />(N) R-30 (N) 2X8 GJ @ EN. (SEE PLANS) <br />1 6" O.G. REMOVE (E) 2X <br />(E) 2X RT @ (SEE PLANS) BLKG. @FASGIA <br />36" O.G. (E) DBL TOP BOARD 4 RAFTED <br />(SEE PLAN ) PLATES TAILS <br />(N) R- 15 <br />(N) 1 /2" <br />DRYWALL (E) 2X4 5TUD5 @ <br />A01 <br />INTERIOR EXTER104 <br />02 <br />(N) (1) LAYER 5/5" <br />GYP. BOARD TYPE "X" <br />01 <br />1-HOUR WALL <br />19 <br />11 <br />EAVE REMOVED DETAIL <br />07 <br />23 <br />15 <br />EXTERIOR <br />FIBERGLASS CEMENT PLASTER. <br />INSULATION EM <br />N.T.S. <br />BATTS IN 2X PLASTER MIX 1 :4 FOR <br />STUDS SCRATCH GOAT AND <br />1 :5 FOR BROWN GOAT, <br />ROOF SHTG. STARTER BOARD <br />(1) LAYER 5/8" BY VOLUME CEMENT <br />TO SAND OVER BLDG. <br />2X RR @ 24" O.G. <br />TYPE "X" GYP. PAPER ON BOTH SIDES <br />(SEE PLANS) RADIANT 2X BLKG. <br />BOARD <br />> (2-LAYER5 OF 60 MIN. <br />BARRIER A55 @ 7- 1 6D <br />GRADE 'D' BLDG. <br />32" O.G. NAILS <br />(E) 2X STUDS PAPER WHERE <br />@ 1 6" O.G. PLASTER OCGUR5 <br />OVER WOOD -BASED <br />EN. <br />SHEATHING) <br />(E) TO REMAIN <br />U_ <br />X'-X" <br />(N) R-30 (N) 2X8 GJ @ EN. (SEE PLANS) <br />j ° <br />16 O.G. (2) 2X BLKG. @ <br />.� °. o <br />2 /o SLOPE <br />(E) 2X RT @ (SEE PLANS) FASCIA BOARD <br />������" °.d <br />36" O.G. (E) DBL TOP W/ 2" CONT. STRIP <br />° (E) PAVED AR <br />:.: <br />(SEE PLAN ) VENT STUCCO <br />PLATES <br />(N) R- 15 PLASTER OVER KLAP <br />! —_ <br />(N) 1 /2" (WHERE OCCURS) <br />W(E) 2X4 STUDS @ <br />DRYALL-11 <br />p- IO <br />III <br />III— <br />1 6" O.G. 1 02 <br />(E) CONCRETE ate' X (E) PAVED <br />I <br />(N) (1) LAYER 5/5" - - <br />FOTIII 4`' ° GONG. SLAB <br />SLAB 8OFOOTING <br />SLAB <br />TYPE "X" GYP. BOARD <br />REMAIN <br />1-HOUR g EAVE UNDERS <br />EXISTING <br />1-HOUR <br />22 <br />18 <br />14 <br />10 <br />EAVE DETAIL <br />06 <br />FIRE RATED EXT. WALL <br />02 <br />N.T.5. <br />N.T.S. <br />0 A <br />EXTERIOR WALLS AND INTERIOR PARTITIONS, WOOD FRAMED <br />GA FILE NO. WP 5242 <br />= " ' '' ? • _ ' ' ' ' GYM5UM WALLBOARD, RI5ILIENT CHANNELS, MINERAL <br />OR GLASS FIBER INSULATION, WOOD STUDS <br />RESILIENT CHANNELS 1 6" O.G. ATTACHED AT RIGHT <br />ANGLES TO ONE SIDE OF 2X4 WOOD STUDS 1 6" OR <br />24" O.G. WITH 1- 1 /4" TYPE 5 DRYWALL SGREW5. ONE <br />LAYER 5/5" TYPE X GYPSUM WALLBOARD OR <br />GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES <br />TO CHANNELS WITH 1 " TYPE 5 DRYWALL SGREWS 8" <br />O.G. WITH VERTICAL JOINTS LOCATED MIDWAY <br />•: • .:y...,.. .... ..., :..: BETWEEN STUDS END JOINTS BACK BLOCKED WITH <br />± <br />RESILIENT CHANNELS. 3" MINERAL OR GLASS FIBER <br />INSULATION IN STUD SPACE. <br />INTERIOR <br />OPPOSITE SIDE: ONE LAYER 5/5" TYPE X GYPSUM <br />WALLBOARD OR GYPSUM VENEER BASE APPLIED AT <br />PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D <br />CEMENT COATED NAILS, 1-1/5" LONG, O.Oq 1 5" <br />APPROX: WEIGHT: 7 PSF SHANK, 1 5/ 1 6" HEADS, 7" O.G. <br />FIRE TEST: BASED ON UL R 1 4 1 q 6 <br />05NIG0537 1, 2- 1 5-05 VERTICAL JOINTS STAGGERED 24" ON OPPOSITE <br />UL DESIGN U305 <br />SIDES. SOUND TESTED WTIH 5TUD5 SPACED 24" O.G. <br />SOUND TEST: NRGG TLg5- 103, 3-q8 <br />NRGG TLg5- 1 1 8, 3-q8 (5TG=50). ALSO SOUND TESTED WITH STUDS SPACED <br />50 TO 54 5TG SOUND 1 6" O.G. AND WITH TWO LAYERS OR 5/5" TYPE X <br />GYPSUM BOARD ON THE RESILIENT CHANNEL 5IDE <br />(5TG=50). (LOAD BEARING) <br />21 <br />17 <br />13 <br />09 <br />1-HOUR RATED EXTERIOR WALL <br />01 <br />N.T.5. <br />ni,ana t& iiaing HI <br />N U N <br />v C7i ::GN -F ASSOCIATES <br />Aop,jqved <br />R T fS, I <br />' T . <br />RG ERNIE E, $2UN <br />TEL: (714) 46B-71 63 <br />WEBSITE: WWW,WIX.COM/ <br />NGUYENADESIGN/ANTHONY <br />THE DRAWINGS, IDEAS, <br />St ARfVGEMENTS AND <br />I ICATI❑NS CONTAINED IN <br />H END❑CUMENTS ARE THE <br />PROPERTY AND COPYRIGHT OF <br />.e NGUYEN DESIGN + ASSOCIATES <br />AND SHALL NOT BE USED ON <br />ANY OTHER WORK EXCEPT BY <br />AGREEMENT WITH NGUYEN <br />WRITTEN DIMENSIONS SHALL <br />TAKE PREFERENCE OVER SCALED <br />DIMENSIONS AND SHALL BE <br />VERIFIED ON THE JOB SITE. <br />ANY DISCREPANCY SHALL BE <br />BROUGHT TO THE NOTICE OF <br />NGUYEN DESIGN + ASSOCIATES. <br />PRIOR TO THE COMMENCEMENT <br />OF ANY WORK. <br />QROFESS/p� <br />C . <br />m <br />� m <br />da /26 <br />sT p)V�\- �P <br />9TF OF CAO 09/01 /2025 <br />CONSULTANT: <br />V <br />[� W uj <br />uj <br />Z <br />a < O <br />U Z N <br />< <br />W Q ry N < <br />Lu <br />Z <br />N < <br />ICI _ <br />W z Q <br />T/1 <br />V1 � Lu <br />Q Z <br />DETAILS <br />DRAWING TITLE: <br />PLAN CHECK: <br />PLAN GHEGK# 1 01 123252 <br />CSC# 4504613 <br />REVISIONS: <br />DATE <br />Z1 <br />OS- 1 1 -2025 <br />0 <br />Oq-O 1 -2025 <br />0 <br />DRAWN BY: ANTHONY NGUYEN <br />SCALE: AS NOTED <br />DATE: Oq-01 -2025 <br />PROJECT NO: N2403 1 03 <br />SHEET NO. 15 OF 15 SHEETS <br />ency I <br />CMS <br />