Laserfiche WebLink
FLA <br />24 <br />VENT WIDTH VENT LENGTH <br />FRONT VIEW <br />Q3 <br />fL0NN6 TO <br />0P 2 16 <br />SECTION VIEW <br />ROOF SHT'G <br />ROOF <br />FLANGE OPENING FLANGE <br />51MP50N STRAP <br />MST 2 7 EA SIDE <br />u- z <br />Ow i Q <br />I � <br />0 i NAP <br />RnTTnM VIF W <br />STYLE <br />NO. <br />VENT <br />WIDTH <br />VENT <br />HT. <br />VENT <br />LENGTH <br />FLANGE <br />51ZE <br />TAIL <br />WIDTH <br />ROOF <br />OPEN ING* <br />FREE <br />AREA* <br />DM 1 8 <br />1 8" <br />9" <br />1 7" <br />6" <br />1 4" <br />1 O"X 1 0" <br />4 9 <br />T7M22 <br />22" <br />1 1" <br />21" <br />6" <br />15" <br />14"X14" <br />65 <br />PM24 <br />24" <br />12" <br />27" <br />6" <br />18" <br />14"X14" <br />9 <br />1--)M30 <br />30" <br />15" <br />35" <br />6" <br />24" <br />1 6"X 1 6" <br />1.24 <br />DM36 <br />36" <br />15" <br />42" <br />6" <br />30" <br />1 8"X 16.1 <br />1 36 <br />(2) 2X TOP PL-A <br />• PANEL <br />EDGE <br />1 /8" <br />SHEAR PANEL <br />YTYPE PER PLAN <br />B.N. AT BLK'G <br />EDOE5 OF <br />SHEAR WALL <br />2X STUD <br />PER PLAN <br />G5 1 6 OVER <br />2X BLK'& W/ <br />SD@21/16" <br />O.G. TYP. EA. <br />CORNER OF <br />OPENING <br />GONT. STUD/ <br />STAGGERED POST <br />w/ B.N. 4 <br />F.N. ,�-,� HOEDOWN <br />FLOOR/ ROOF FLOOR OR ROOF J015T NAILING/ 5GREW5/ - PER PLAN <br />SHEATHING PANEL FIELD NAILING NOTES: BOLT PER PLAN <br />(4'X8' O5B. SHEATHING) 1. INSTALL HOLDOWN ON RETURN WALL AT CORNERS WHEN APPLICABLE. <br />2. USE FULL WIDTH BLK'G. & WINDOW SILL FOR STRAP ON BOTH SIDES OF <br />NOTE: (2) 51DED SHEAR PANELS. <br />REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. 3. NAIL BOTH PLWD. PANELS ON SAME MEMBER. <br />4. REFER TO 1 7/GD FOR GS 1 6. <br />20 (E) ROOF SHEATHING 16 SHEAR WALL OPENING <br />N.T.S. <br />? 51MP50N STRAP <br />MST 2 7 EA 51DE (BENT) <br />2X RIDGE BOARD <br />2X RIDGE BOARD <br />NOTE: <br />REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. <br />* NOMINAL GUT OUT OR SUB FLASHING HOLE SIZE 2X HIP W/ STRAP 19 <br />'* SQUARE INCHES MEASURED IN ACCORDANCE WITH AMGA <br />STANDARD-500 AND HVI-922. CALCULATIONS INCLUDE BIRD <br />SCREEN. <br />STANDARD MATERIALS <br />ASTM A653/A653M -&90 HOT DIPPED GALVANIZED STEEL, <br />286A AND 266A. <br />A5TM 5370 - SHEET COPPER, 1 6OZ AND 20OZ. <br />A5TM DG092 - MILL PH05PHATIZED GOATIN& FOR PAINTING. <br />.025 X .025 HOT DIPPED GALVANIZED 236A WIRE BIRD SCREEN <br />.0 1 7" X .25"5WD X .50"LWD FLAT -EXPANDED BIRD SCREEN, <br />COPPER OR GALVANIZED STEEL. <br />INSTALLATION <br />BEFORE INSTALL, ENSURE THAT THE SUBSTRATE 15 UNIFORM AND <br />EVEN. DO NOT INSTALL VENTING PRODUCTS ON UNEVEN <br />SUBSTRATE. <br />INSTALLATION SHALL BE MADE IN ACCORDANCE WITH <br />RECOGNIZED SHEET METAL PRAGTIGE5. SMAGNA <br />ARCHITECTURAL SHEET METAL MANUAL 6TH EDITION <br />SPECIFICATIONS SHALL BE USED AS A GUIDE AND BA515 FOR <br />DETAIL WHENEVER APPLICABLE. <br />C & J METAL PRODUCTS' VENTING PRODUCTS CAN BE NAILED OR <br />RIVETED USING CONVENTIONAL HAND OR POWER TOOLS. <br />FLA5HIN&5 SHALL BE PROPERLY FASTENED TO THE SUBSTRATE <br />BY MEANS OF WOOD OR METAL 5GREW5. WHEN FASTENING <br />DISSIMILAR METALS THE USE OF STAINLESS STEEL 15 <br />RECOMMENDED. USE OF NEOPRENE WASHERS OR SIMILAR <br />6A5KETING MATERIAL IS ACCEPTABLE. <br />NOTE: RECOMMENDED USE OF THIS PRODUCT 15 FOR EXHAUST OF <br />WARM DRY OR SLIGHTLY M015T AIR ONLY TH15 PRODUCT 15 NOT <br />N.T.S. <br />2X RAFTER <br />(PER PLAN) <br />2X HIP <br />(PER PLAN) <br />51MP. SLOPED <br />$ 5KEWED U/ <br />HU HANGERS <br />OR L55U <br />HANGERS <br />2X RAFTER <br />(PER PLAN) <br />STAGGERED <br />-IRAGM <br />F.N. PER <br />lDARY NAILING <br />TABLE <br />ABOVE <br />:L EDGE <br />NO <br />2X STUD <br />PER PLAN <br />:KING @ PANEL <br />:5 NOT REQ's <br />WINDOWSILL <br />OF OR IF T$& <br />WHERE <br />TIN& 15 UDED <br />OCCURS <br />CONT. STUD/ <br />POST w/ B.N. <br />8 HOLDOWN <br />?,AFTER @ <br />PER PLAN <br />G. (TYP.) <br />DOUBLE TOP 4X HEADER <br />CRIPPLE PLATE SEE PLAN <br />2X4 <br />SOLE PLATE <br />D <br />FOR <br />:IMMER <br />BIER AT <br />ING <br />;',THAN <br />D <br />FOR <br />:ADER <br />CRIPPLE 5TUD5 <br />TRIMMER 5TUD5 <br />TO SUPPORT HEADER <br />NOTE: <br />REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. <br />(E) WALL FRAMING 15 <br />N.T.5. <br />(1 2) 1 6D SKINKER NAILS 48" <br />v <br />NAILSPLICE <br />EQUAL EQUAL <br />5T22 STRAP <br />IN/ 1 hD <br />dL5 <br />N.T.5. <br />I <br />I <br />x <br />II <br />/ <br />I <br />I <br />HEADER <br />I <br />I <br />PER PLAN <br />I <br />I <br />I <br />I <br />I <br />I <br />C51 6 OVER <br />I <br />I <br />I <br />ID <br />2x BLK'G <br />w/ad@2 <br />I <br />0 <br />1 / 1 6" o.c. <br />TYP. EA. <br />I <br />4 <br />I <br />CORNER <br />I <br />I <br />I <br />OF OPENING <br />/ <br />I <br />x <br />I <br />i <br />(E) 2X GJ @ 45" O.G. <br />(SEE PLANS) <br />ILS <br />r <br />INT. WALL TO FLR <br />N.T.S. <br />2X4 STUDS @ 1 6" O.G. <br />EXISTING GONG. II II G O EPIN @1 7 q' O.G. <br />SLAB <br />11 <br />INTENDED FOR VENTING OR EXHAUST GREASE OR LIQUID. <br />NOTE: <br />r r r <br />REPLACE IF NE IT PER FIELD VERIFY CONDITIONS. <br />STEEL STRAP SPLICE <br />HALF ROUND ROOF DORMER VEN <br />22 <br />RR g 2X HIP <br />18 <br />(E) TYP SPLICE TOP PLT <br />14 <br />INT. WALL TO FLR <br />10 <br />N.T.S. <br />N.T.S. <br />N.T.S. <br />N.T.S. <br />DBL. TOP PLT. <br />ROOF SHTG. STARTER BOARD <br />PLASTER O/ HEAVY <br />GAUGE METAL LATH <br />2X HIP <br />2X RR @ 1 6" O.G. <br />O/ MOISTURE <br />(PER PLAN) <br />(SEE PLANS) (E) ROOF (E) 2X BLK&. <br />BARRIER (0/ <br />>K <br />5HT'G 1 6 A35 @ 32" <br />PLAYWOOD WHERE <br />• 1 /4" THK. 5TL <br />O.G. <br />OCCURS) <br />2X STUDS <br />ANGEL W/2- 1 /2" (P <br />@ 1 6" O.G. <br />M.B. TO HIP <br />EN. <br />CONCRETE 2X P.T.D.F. 26 GAUGE GALV. <br />METAL WEEP 5GREED <br />SIMP. ST6224 <br />- <br />� <br />N <br />SLAB SOLE PLATE <br />(CORROSION <br />STRAP @ CORNER <br />\ <br />RESISTANT) <br />PLAN VIEW <br />(N) R-30 7- 1 6D EN• (SEE PLANS) <br />".`:> :. < d 2" 2% SLOPE ,__ <br />' <br />1 /4" THK. 1.5" <br />1 /2" M.B. <br />NAILS <br />(E) 2X RT @ 2X BLKG. @ <br />_ _ ._::•::: • <br />a a', a a. MIN. (E) PAVE <br />PAVED AREA <br />STL. ANGLE <br />(E) DBL TOP FASCIA BOARD <br />c <br />2.5" <br />II <br />PLATES (TO MATCH EXIST.) <br />(SEE PLAN ) <br />I I =1 I `° '' •°••: •a - N <br />_ - z <br />I I_I <br />DBL. PLT. <br />. <br />(N) 1 /2" (N) 2X8 GJ @ 1 6" O.G. (N) R- 15 <br />-I I �'d .°a a° I - <br />IL <br />DRYWALL (SEE PLANS) <br />(E) 2X4 STUDS <br />11= I • • ' • I I=1 <br />a ' W <br />a <br />1 /2" M.B. <br />(N) 1 /2" DRYWALL 1 6" O.G. <br />q W <br />�!1 <br />SHEAR WALL <br />(SEE PLANS) <br />PLAN VIEW ELEV. VIEW <br />NOTE: (WHERE OCCURS) <br />REPLACE IF NEED IT PER FIELD VERIFY CONDITIONS. <br />21 <br />2X HIP TOP PLATE <br />17 <br />EAVE DETAIL <br />13 <br />BASE / PLASTER SCREED <br />09 <br />N.T.S. <br />I N.T.S. <br />N.T.S. <br />DBL GJ <br />w <br />0 <br />�t <br />DBL \ / <br />BLOCKING Of'!' r, <br />(SF,E BAN) 2- 1 6D <br />/ \ NAILS EA <br />/ \ SIDE <br />ATTIC ACCESS FRAMING <br />)N.T.5. <br />zh <br />(N) HOLD DOWN - <br />AB WHERE OCCURS <br />HILTI 5/5" <br />THREADED <br />ROD 7" EMBED <br />(SPECIAL <br />INSPECTION <br />15 REQ'5) <br />20" CLEAR <br />1: <br />51MP5ON <br />HOLDOWN <br />5GREW5 <br />TO POST <br />ANCHOR BOLT <br />NUT/WASHER <br />HDU2-5D52.5 <br />1 /4"X2.5" <br />5/5" <br />HDU4-5P52.5 <br />1 /4"X2.5" <br />5/5" <br />HDU5-SD82.5 <br />1 /4"X2.5" <br />5/5" <br />HDU5-5D52.5 <br />1 /4"X2.5" <br />7/5" <br />NOTE: <br />1 /2" DRYWALL <br />A <br />1. ALL HOLDOWN <br />INTERIOR FIN. <br />ANGHOR5 MUST BE <br />TIED IN PLACE PRIOR <br />TO FOUNDATION <br />(N) 2X STUDS <br />IN5PEGTION. <br />° @ 1 6" O.G. <br />2. DEEPEN FOOTING <br />° <br />A5 REQUIRE TO <br />51MP50N HDU <br />OBTAIN ANGHOR5 <br />(WHERE OCCURS) EMBEDMENT AND <br />CONCRETE COVER. <br />CITY OF SANTA ANA <br />A SILL HEIGHT MIN. 24" WHERE THP I n ipg, a n d i l d i ng A e n cy <br />FIN15H SURFACE OUT5IDE THE <br />WINDOW 15 MORE THAN 72" Ff IOM <br />THE OPENABLE PORTION OF FHE + <br />/ WINDOW. SECTION CRC R3 1 2 N Ci U N <br />- / 34 1 /5" GLEAR 0 di ; -: N + ASSOCIATES <br />'y e d <br />............... <br />IN,'...................... <br />OFFING \\ OPENING / FO ' G R�❑TjE,• 5$2 K <br />\,AREA <br />NCEAREA / TEL: (714) 46B-71 63 <br />=`5.7 S.F v \= 5.7 S.F / WEBSITE: WWW,WIX.COM/ <br />\ \ / NGUYENADESIGN/ANTHONY <br />\ \ / THE DRAWINGS, IDEAS, <br />\ �Nj} ARfV113EMENTS AND <br />~ a ` ICATI❑NS CONTAINED IN <br />MIN.51ZE WINDOW <br />PROPERTY AND MIN.5IZE WINDOW ENTS ARE THE <br />C❑PYRIGHT OF <br />FOR 20" CLEAR WIDTH Qr tU FOR 24" CLEAR HEI Ti <br />(5.0 S.F AT GRADE AREA) T (5.0 5.F AT GRADE Aa e NGUYEN DESIGN +ASSOCIATES <br />LL J AND SHALL NOT BE USED ON <br />2 -1 ANY OTHER WORK EXCEPT BY <br />FLOOR tit AGREEMENT WITH NGUYEN <br />z Q G.B.0 SECTION 1 2 9 <br />FL0 R3 10.1 WRITTEN DIMENSIONS SHALL <br />TAKE PREFERENCE OVER SCALED <br />1. A MIN. NET CLEAR OPENING OF 5.7 SF. ABOVE GRADE DIMENSIONS AND SHALL BE <br />(5.0 S.F AT GRADE LEVEL); VERIFIED ON THE JOB SITE. <br />ANY DISCREPANCY SHALL BE <br />2. A MINIMUM NET CLEAR OPENING HEIGHT 24"; BROUGHT TO THE NOTICE OF <br />3. A MINIMUM NET CLEAR OPENING WIDTH 20"; NGUYEN DESIGN + ASSOCIATES. <br />4. A MAXIMUM WINDOW SILL HEIGHT OF 44" ABOVE FLOOR. PRIOR TO THE COMMENCEMENT <br />OF ANY WORK. <br />RESCUE / EGRESS WD TO4 <br />N.T.S. <br />BUILDING PAPER <br />OVER M015TOP <br />(PAPER FLASHING) <br />HORIZONTAL <br />M015TOP <br />(PAPER FLASHING) <br />OVER 26 GA. GALV. <br />METAL FLASHING <br />WITH DRIP EDGE <br />PROVIDE 5" <br />EXPANDED <br />METAL LATH STRIP <br />AT THE CORNERS <br />OF ALL OPENINGS <br />VERTICAL M015TOP <br />(PAPER FLASHING) <br />UNDER HORIZONTAL <br />FLASHING <br />DOOR JAMB <br />M015TOP (PAPER <br />FLASHING) UNDER <br />BLDG PAPER <br />HOLDOWN FOOTING 07 FLASHING DR OPENING 03 <br />N.T.S. N.T.S. <br />(E) 2X STUDS M015TOP E-Z SEAL <br />@ 1 6" O.G. OVER NAIL FLANGE <br />EXISTING CONCRETE OVER SIDE STRIPS <br />SLAB TO REMAIN. (N) R- 15 <br />APPLY SEAL GOAT WEEP SCREED M015TOP E-Z SEAL <br />(N) 1 /2" APROX. 1 1 /2" OVER NAIL FLANGE <br />OVER (E) SLAB DRYWALL BELOW SILL �� <br />GU OVER M015TOP (TYP.) <br />1 <br /># 1 4 1 3 (RED 4" ABOVE EARTH <br />GUARD (E) OR 2" ABOVE M015TOP (PAPER <br />WATERPROOFING PAVED AREAS FLA51HIN&) UNDER <br />W/ TILE ABOVE NAIL FLANGE <br />w ? � <br />X 2% SLOPE BUILDING PAPER <br />d a <br />�e ° N (E) PAVED AR <br />III a � I=III WINDOW NAIL FLANGE - <br />a. d <br />- SEALANT (TYP.) UNDER <br />(E) CONCRETE - I (E) PAVEr, FLANGE AT JAMB B SILL <br />SLAB 4 FOOTING III d GONG. SL B HEAD <br />TO BE REMAIN <br />(E) 1 2" PROVIDE 5" EXPANDED <br />METAL LATH STRIP AT THE <br />CORNERS OF ALL OPENINGS <br />AT CURB FTG'S CONDITION OSB NOTE: INSTALL MOISTOP PRODUGT5 PER MFR'S. SPECS. <br />2X4 P.T.D.F. MUD SILL W/ <br />5/8 o A.B. X 1 O" LONG W/ 3" FLASHING WD OPENING.02 <br />WASHER EPDXY <br />#4 REBAR VERT. INTO X 3" X 1 /4" 7" INTO GONG. @ 45" O.G. N.T.S. <br />(E) SLAB @ 32" O.G. W/ MAX. <br />EPDXY THE ENTRY/EXIT DOOR MUST OPEN <br />(N) 2X4 STUDS OVER A LANDING NOT MORE THAN 1.5" <br />@ 1 6" O.G. BELOW THE THRESHOLD. <br />EXISTING CONCRETE EXCEPTION: PROVIDING THE DOOR <br />SLAB TO REMAIN. (N) R- 15 DOES NOT SWING OVER THE LANDING. <br />LANDING SHALL BE NOT MORE THAN <br />APPLY SEAL GOAT WEEP 5GREED 7.75" BELOW THE THRESHOLD. STORM <br />OVER (E) SLAB (N) 1 /2" APROX. 1 1 /2' go AND SCREEN DOORS ARE PERMITTED <br />DRYWALL BELOW SILL TO SWING OVER ALL EXTERIOR STAIRS <br />IGG # 1 4 1 3 (RED LANDINGS. <br />GUARD (E) 4" ABOVE EARTH <br />WATERPROOFING OR 2" ABOVE PAVED AREAS DOOR (WHERE OCCURS) <br />W/ TILE ABOVE = ANOD. ALUM. DRIP <br />#4 REBAR HORIZ. z AND VINYL INSERT. <br />z <br />4 2% SLOPE <br />ALUM. THRESHOLD <br />(E) PAVED AR <br />1 /2" <br />=III 1 " MAX. <br />III III a d a. a <br />III- e d <br />(E) CONCRETE .._ �....� .a.. = (E) PAVED "a a a a: ..a• , a•a - <br />GONG. SLAB 2" MIN : a • a' <br />SLAB 4 FOOTING III d ' <br />TO BE REMAIN <br />CONTRACTOR (E) 12 <br />SHALL VERIFY <br />EXINGST <br />FooTIING AT DRIVEWAY CONDITION OSA <br />(N) CONC. SLAB 9 GARAG 05 <br />N.T.S. <br />FINISH GRADE `'a. d <br />e a ed <br />a• <br />'d a °< d A. �v <br />e, <br />4 Cpmo.'SL'AB • a <br />q a a < a <br />R311.3.1 <br />EXT. DOOR THRESHOLD 01 <br />N.T.S. <br />QROFESS/p� <br />C . <br />m <br />da /26 <br />9TF OF CAO 09/01 /2025 <br />CON5ULTANT: <br />0 <br />04 <br />h <br />w <br />Q <br />F� <br />Wuj <br />" <br />UO�� <br />z W <br />0 <br />L7A�oT <br />Z�<z< <br />Lu <br />dw�Q <br />� Z � z <br />v <br />DETAILS <br />DRAWING TITLE: <br />PLAN CHECK: <br />PLAN GHEGK# 10 1 123252 <br />G56# 4504613 <br />REVISIONS: <br />DATE <br />Z1 <br />OS- 1 1 -2025 <br />09-0 1 -2025 <br />0 <br />DRAWN BY: ANTHONY NGUYEN <br />SCALE: <br />A5 NOTED <br />DATE: <br />09-0 1 -2025 <br />PROJECT NO: <br />N.2403103 <br />SHEET NO. 12 OF <br />15 SHEETS <br />D�l <br />