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HomeMy WebLinkAboutX2022-0718 - Alternative Material & Methods;to�1,��ZwPZJNI�, CITY OF NEWPORT BEACH t', 1 COMWNITYDEVELOPMENTDEPARTMENT WELDING DIVISION .,cy2rFonN�p ✓ 100 Civic Center Drive ) P.O. Box 1768 ' Newport Beach, CA 92658-8915'��-� �r1' www newoortbeachca cloy ( (949) 644-3200 CASE NO.:. w r e FOR STAFF USE ONLY ` Y, .A ❑ REQUEST FOR MODIFICATION TO PROVISIONS Plan Checkill, Z _ 2 # of Stodss 3 OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE Occupancy Classification Wei (See Reversefur BasisforApproval)(Fee$297) Use. of Building_—SFA1 #of Units_2 �ry( Project. Status _ py ,r " I REQUEST FOR ALTERNATE MATERIAL '' Construction TypeyPj Y Yb1R METHOD OF CONSTRUCTION Verified by 2 / n. 15 (See Reverse for Basis for Approval) (Fee $297) No. of Items Fee due L 7 For above requests, complete Sections 12 & 3 DISTRIBUTI0 W. , below by printing in ink or typing. Owner El Plan Check Petitioner [I inspector Fire ElOther JOB ADDRESS:/J'/S Yam• BAL�80,A PETITIONER. - SITE ADDRESS: Petitioner ' / QA- / �p Owner F �. wmmaae ttpm`mrym.er) Address A dress Zip 0 - Zip Daytime Phone ` ) _ Daytime.Phone ( 4 Email' Z OUEST: Submit lens if necessary to illustrate. uest Additional sheets or data may be attached. • a r� r OD DF X D htit rr N , 3 USTIFICATIONIFINDINGS OF EQUIVALENCY: /'(' COZ40DE SECTIONS: it244J6E o PU SC-oWFb R C49ID. SY7NElo R;I R e . SpD GKt 8 R GOWD ou d O N O R Ro cf a u- D A� Pelltionera /�M Million re (/�—ILA/l/--ln�-- SignatuCA Professional Lim # Ga2 1Z Date. S ZZ FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: CSC 104.11ICFC 104.9 ❑ CBC 104.101CFC 104.8 (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By Data Request (DOES) GOES 01j4-en any fire protection requirement.. �Rsqueal(DOE (DOESN lessen the structure] integrity The Request Is: . ..Granted ❑ Denied (See reverse for appeal inPormafion) ❑ Granted (Ratification required) Conditions of Approval: Sig tore- 4 _ P tNEr[ RI tii r �nlr` (1Ff-If IA1 Date PrinWame I APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (Sea Reverse) (Signature, statement of owner or applicant, statement of reasons for appeal and filing fees are required.) CASHIER RECEIPT NUMBER: _ D IA161 — "'0 FormslmodfF 07/08122 T C-tq(93 PROPERTY LINE 19 DECK - M� FOR FIRE ACCESS EE ITE PLAN 6'-4" ,z,J U STOOP_ 9'-6" 141 \,J/ 17 J/ p 5, Y LANDING MIN. TWIN �+ 16 etback B PROVIDE 2-20AMP SERVICE FOR KITCHEN 13 EO LIVING B DINING $ 2 B UNIT A UNIT ALO 12 6 HANDRAIL CONTINUOUS WITHOUT NTERRUPTION BY NEWEL POST OR OTHER OBSTRUCTION,EXCEPT T TH ING,VOLUTE OR 3 5 N LOWEST TREAD B I I O Q • • 32'9' (N) FIRST FLOOR PLAN SCALE 1/4"=1'-0" Y CLEAR ACCESS TO FIRE DEPT. PERSONNEL R FIRE ACCESS SEE SITE PLAN CONSTRUCTION KEY NOTES B OMICROWAVE-SEPARATE CIRCUIT OCOUNTERTOP AND BASE CABINETS EGRESS WINDOW 4'X4' SL NET OPENING 8.0 SF V CLEAR ACCESS FIRE DEPT. PERSONNEL �' D w .�/////////% y _ i CARPORT B I 18 B _ PROVIDE NOT LESS THAN 'B' TYPE X i-UNITS ____—_—_ L A-7 G PSUM BOARD ON THE GARAGE SIDEWHERE F � �I � I B 0'-0"setback KHAN RAIL SEE GARAGE UNIT B 1 0 DETAIL 29/S4 2 1 I TT B I N I \ 16-42 19, 19 PROPERTY LINE 72" AID � �LL (B LL -0 0 "MAXIMUM WIDTH POSSIBLE" U) W U LL 0 ODOUBLE HANDSINK-PROVIDE COLD&HOT WATER -GARBAGE Ill She and Carbon .-'�W'utsi. 'de each separate .#�4area ul the L{. In Y' *di to i''ioinm, of I.]. iu �- a.Approved acoustical sealant shall be provided along the joint between DISPOSAL -SEPARATED CIRCUIT --bedrulloins the floor and the � ODISWASHER-SEPARATED CIRCUIT - Smoke- In each sly r 143) - - separation wall. p e Sum and Carbon - to III Dom,1 1 is and batntable aMcs. b. All penetrations into sound -rated partitions of floor -ceiling assemblies OUPPER CABINETS d. SpieeifyUL217 for smoke detectorzmIdIM2034,21075 for c-arbon, monoxide detectoron shall be sealed with an ORANGE W/HOOD OVER-30" MIN. CLEARANCE ABOVE STOVE 100 P1811111 approved permanent resilient sealant. CFM-SEPARATED CIRCUIT e. Snake deteclllors are iwt to be located � 16tehen, gage or Witte 3' to l6tchlen OT c. All rigid conduit, ducts, plumbing pipes, and appliance vents located in badroom tit steely air reepsters of 1� ,p or col system- (NFPA 72, 29.83 -4) sound assemblies OFRIDGE -SEPARATED CIRCUIT tt > $ 36 srt_ (910 ) bonzeen. shall be isolated from the building construction by means of resilient s 0 ISLAND W/GFCI from, � path f , dr supply� re" asters of a famed air heating �' or cooling stem an s}kal b�e'instal�: t sleeves, mounts, or O WATER CLOSET SHALL BE ULTRA LOW FLUSH TYPE W/1.28 GAL.MAX PER outs]. of the t ow from 1� re m-(1 14.3-3(6) minimum'/4" thick approved resilient material. Ex t' G d tb Itd FLUSH SLIGHTING W/ MOTION SENSOR ON AND PHOTO CONTROLLED SENSOR OFF -SEE ELECTRICAL PLAN S11 EXHAUSTED FAN (WITH HUMIDISTAT) MIN. VENTILATION -` RATE OF 50 CFM SHALL BE PROVIDED AND EXHAUSTED DIRECTLY TO THE OUTSIDE -ENVIRONMENTAL DUCT SHALL BE LIMITED TO 14 FT LENGHT AND MAXIMUM OF 2 DEGREES BEND- SEE ELECTRICAL PLAN 1 12 13 WINE AND BEER FRIDGE B FRIDGE -SEPARATE CIRCUIT 15 14 50 AMP CAR CHARGER -SEE ELECTRICAL PLAN DOUBLE OVEN -SEPARATED CIRCUIT 16 SHATTER PROOF ENCLOSURE 72" MIN. SHOWER AND SHOWER -TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE,THERMOSTATIC,OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. TYP. SAFETY GLAZING IN SHOWER AND TUB ENCLOSURE (LESS THAN 60" ABOVE STANDING SURFACE) TYP 17 FIREPLACE-NAPOLEAN ASCENT LINEAR SERIES 18 NEW TANKLESS WATER HEATER 200,000 BTU GAS PIPING BLACK IRON SCHEDULE 40 4 19" DEDICATED LINE FROM GAS METER 5' WOOD FENCE GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS Resilient channels 24" o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16" D.C. with 11/4" Type S drywall screws. One layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws 8" o.c. with vertical joints located midway between studs. 3" mineral or glass fiber insulation in j I stud space. OPPOSITE SIDE: Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 6d cement coated nails, 1 T/8" long, 0,0915" shank, 15/64" heads, 7" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base Thickness: 6" applied at parallel or at right angles to studs with 8d cement coated nails, 23/8" long, 8" Approx. Weight: 9 psf o.c. Face layer joints offset 16" from base layer joints. Fire Test: Based on UL R14196, Vertical joints staggered 16" on opposite sides. (LOAD -BEARING) 05NK05371, 2-15-05, UL Design U305 Sound Test: NRCC TL-93-116. IRC-IR-761, 3/98 cep Ion. as piping nee no a Iso a e . d. Metal ventilating and conditioned air ducts located in sound assemblies shall be lined. e. Mineral fiber Insulation shall be Installed In joist spaces to a point 12" beyond the pipe or duct, whenever a plumbing pipe or duct penetrates a floor -ceiling assembly or where such unit passes through the plane of the floor -ceiling assembly within a wall. WALL 2X6 @ 16"OC 2X6 STUDS @ 160C(SEE SHEET A-7 2X4 STUDS @ 160C(SEE SHEET A-7) DOUBLE WALL BETWEEN UNITS 2X6 STUDS @ 160C(SEE BELOW) 1171= 1 B TABLE 5-1 NUMBER OF BATHROOMS 1 TO 1.5 2 TO 2.5 NUMBER OF BEDROOMS 1 2 1 3 2 13 4 5 3 FIRST HOUR RATING, GALLONS 42 54 54 54 67 67 SO 67 NOTES: 1THE FIRST HOUR RATING IS FOUND ON THE "ENERGY GUIDE" LABEL. 2 NON -STORAGE AND SOLAR WATER HEATERS SHALL BE SIZED TO MEET THE APPROPIATE FIRST HOUR RATING AS SHOWN IN THE TABLE. NOTE: ALL FIXTURES IN THE BATHROOM SHALL COMPLY WITH THE FOLLOWINGS: WATER CLOSETS: 1.2 GPF SHOWWERHEADS: 1.8 GPM @ 80 PSI LAUNDRY FAUCETS: 2.2 GPM LAVATORY FAUCETS.1.2 GPM MAX. @ 60 PSI & 0.8 GPM MIN. @ 20 PSI KITCHEN FAUCETS: 1.8GPM @60 PSI* ELECTRICAL LEGEND 6 DEDICATED RECEPTACLE 0- ELECTRICAL RECEPTACLE G.F.I. GROUND FAULT RECEPTACLE 4&220V 220 VOLT OUTLET $ SWITCHES $0 SWITCHES WITH DIMMER 3 WAYS SWITCH 0 CEILING MOUNTED HIGH EFFICACY UGHT 0 HIGH EFFICACY PENDANT LIGHTS JA8 ® 6" LEED RECESSED HIGH EFFICACY EXHAUST FAN WITH LIGHT W/5-AIR CHANGES PER HOUR `�' HARD -WIRED CARBON MONOXIDE ALARM INTERCONNECTED WITH BATTERY BACKUP, STATE FIRE MARSHALL APPROVED UL 2034/2075 LIGHTING W/ MOTION SENSOR ON AND PHOTO CONTROLLED SENSOR OFF SENSOR OFF ,QD HARDWIRED WITH BATTERY BACKUP OPERATED SMOKE DETECTORS INTERCONNECTED 18�P WATERPROOF OUTLET I--O INDICATES WALL MOUNTED W/INCANDESCENT LAMP FIXTURE --}-F.G. FUEL GAS OUTLET CHANDELIER HIGH EFFICACY •Pe. PUSH BUTTON SWITCH —FH.B. WATER HOSE BIB 4 H/C WATER SUPPLY RECESS BOX CEILING FAN WITH HIGH EFFICACY LIGHT O LIGHT TUBE WINDOW SCHEDULE SYM. SIZE THK. TYPE OF/SHGC REMARKS 1❑ 10'X2' 1 3/8" FX 0.3/023 NEW CONSTRUCTION 2 4'X4' 13/8" SL 0.3/0.23 NEW CONSTRUCTION 4'X3' 13/8" SL 0.3/023 NEW CONSTRUCTION ® TX3.6 13/8" SL 0.3/0.23 NEW CONSTRUCTION L5 2.5X3' 1 3/8" CS 0.3/0.23 NEW CONSTRUCTION © TX3.5' 13/8" CS 0.3/023 NEW CONSTRUCTION 70 6'X3.5' 13/8" SL 0-3/0.23 NEW CONSTRUCTION NEW CONSTRUCTION TEMPERED TEMPERED DOOR SCHEDULE SYM. SIZE THK. FRAME MTRL TYPE UFrSHGcREMARKS O 32"X80" 13/8" WOOD WOOD SWING HOLLOW CORE © 32"X80" 13/8" WOOD WOOD pocket HOLLOW CORE © TX8' 13/8" WOOD WOOD SWING SOLID GORE 0 42"A' 13/8" WOOD WOOD SWING SOLID CORE O 32"X80" 13/8" WOOD WOOD SW SOUDCORE FIRE RATED O8'X9' 13/8" WOOD ALUM. ROLLUPGARAGE DOOR © 12'X8.5' 13/8" VINYL GLASS SL o3,023 MULTISUDE TEMPERED O 32"X8T 13/8" METAL METAL FOLD FULLLouvER. lO 32"X80" 13/8" WOOD WOOD BARN HOLLOW CORE JO 12'X8' 13/8" VINYL GLASS SL 03,023 MULTiSUDE TEMPERED O 32"X80" 13/8" VINYL GLASS SWING TEMPERED © 10'X80" 13/8" VINYL GLASS SL oaro23 MULTISUDE TEMPERED O 32"X80" 13/8" WOOD WOOD SWING OUD CORE 32"X80" 13/8" WOOD WOOD BARN SOLIDCORE O B 30"X48" 13/8" WOOD WOOD SWING SOLID CORE © 30"X65" 13/8" METAL METAL SWING FULL LOwERE PH: 714 294 2080 Fax: 714 5402602 - www.battresconstmction.com This document contains information belonging to BC Buildersand may not be used for any other purpose and may not be reproduced by others without the prior written consent of BC Builders. All rights reserved. WgNgq Q N 00 O 0 0 0 0 so rn LU LU 0- ❑ � Y z 4 Z 115 Z ( 3 z n Z_ U_ Z i ❑ Z of to a a M N v o a 1 a v m a � z a G a< d W z N z w C wa m H JW a mac a gV z m m30 °r° o a 00 0 H �Mn ro Go w 0 Z 0 o Q a a o C� °+ 1 r(II EXP. 06/301 - OF' C Al1F , FIRST FLOOR 1 I Jl C j MI A A I' 4 ---- ----- -- d ----- -- — r` _ a A .: / \I D ---- a_ --- ` - ----. --- I a Gd A .•I • " I 4 d r • V L.1 �18 STUCCO OR SIDING OVER SHEARWALL WHERE OCCURS BITUTHENE (OR EQUIV)18" ABOVE T.O.S (CONT. 26" MIN) COPPER FLASHING OVER BITUTHENE(OR EQUIV.)8"BELOW AND 6" ABOVE T.O.S (CONT.14" MIN.) LAP BOTH LAYERS OF BUILDING PAPER OVER THE WEEP SCREED - FLANGE T.O.S 9.0' NAVD88 157 i 97' 6 7, ) 217„ 14 -----�------------------------------ '----------------------. J a r, 7 'r ♦ O + FOUNDATION PLAN FOOTING SCHEDULE N 0. DESCRIPTION REMARKS Cl 180WOE X 24" DEEP W • CONTINUOUS 2- 5 TOP & BOTT. TYP. Cl 12" WIDE X 24" DEEP Ill CONTINUOUS 2- 5 TOP do BOTT. TYP. 4.5'X2'X5" THICK W/ # 5 6"EA WAY PAD X 5'X2'X5" THICK W/ # 5 VI WAY PAD 30"X30'I THICK W/ # 5 0 6" 1 TOP&BOTTOM PAD 40"X51"X14"THICK W/ # 5 "SY 06" 1 PAD 1O = 5/8" X 10" A. BOLTS 0 16"O.C. MINIMUM 2 A.B. PER PLATE SECTION LOCATED NOT MORE 12" FROM CORNERS & ENDS OF THE SECTION (7" MIN. EMBED.)NOE MORE THAN 6' APART AND PROVIDED W/ 3" X 0.229" STL. PLATE WASHERS MIN. FASTENERS AND CONNECTORS TO BE GALVANIZED FOR PRESERVATIVE WOOD SIMPSON STEEL STRONG WALLS ICC-ES ESR-1679 WALL 2X STUDS I PLYSHEATHING 0 o® -PT SILL PLATE Id Id °o WEEP SCREED 1" MIN. ° 0- BELOW SILLPLATE 0 a rvI IiA"nmcnr.rhnrvuc °V W � d COPPER/SS WEEP SCREED TYP z X Q U W \NEW SLAB SEE g STRUCTURALPLANS <--SLOPE2%MIN. ~ d 00 0/ CONCRETE W PAVING \ z uJ NEW Frill SEE > Q \\/\ STRUC.PLANS 1.1 S3 WEEP SCREED SIDE YARD STUCCO OR (N)EXTERIOR WALL SIDING OVER SHEARWALL C131TUTHENE WHERE OCCURS (OR EQUIV)18" ABOVE T.O.S (CONT. 26" MIN) B COPPER FLASHING OVER PLY SHEATHING 0 BITUTHENE(OR EQUIV.)8"BELOW AND 6" ABOVE T.O.S (CONT.14" MIN.) >ad LAP BOTH LAYERS OF BUILDING 0 ¢d PAPER OVER THE WEEP SCREED = 0 FLANGE 3" MIN. PT SILL PLATE 0 ATTACHMENT.FLANGE T.O.S 9.0' NAVD88 COPPERISS WEEP SCREED TYP 4 ° SLOPE 2%MIN. NEW SLAB SEE ° \ SLOPE 2 STRUCTURALPLANS WEEP SCREED 1"MIN. °kMIN. / , � \\BELOW SILL PLATE PLATE z o % ° / M O \/\ \\/\\ // / NEW FTG SEE 3 /\ //\ 1/STRUC.PLANS S3 LANDING STUCCO OR • • ew 3 y Q►i125 0 P•• • •' • • • s:17 • • : r 1 r i r /////.G LAY///.//r.' i��'• %////////%///// %////////H%'////H/////./�'- %//////H/H//H//. ;%////i!cJ'////////H'///HH///////////% ///////////////////%////%/r.'= ''/////////////////////% %�////////H/.e `%` •'////H//////////H/.€e'%' 7y� Vs '4' SAND OVER 10MIL VAPOR BARRIER OVER T SAND AND is ' 'ss I�l% �ii� � � • 91' • • 21 a Fi7•' . $ j 'F�7 .O C6� .�• .b l� • . • .• . �7 i %/ s v P �HHHH/HH�, ;. i�!/�HH/HHHH/HHHHHHiG/i .i HHHHHiHHHHHiHiHHiHiHHHHHHiHHHiHH/H/ HHii/HHHHHH�::�'• ';HaHi`iHHiHHHH,��:' .• ©� 16 © m m7 pr IV SIDING OVER SHEARWALL WHERE ygrgLL OCCURS BITUTHENE (OR EQUIV)18" ABOVE T.O.S (CONT. 26" MIN) COPPER FLASHING OVER 0 BITUTHENE(OR EQUIV.)8"BELOW AND 6" o ABOVE T.O.S (CONT. 14" MIN.) PLY SHEATHING 02 LAP BOTH LAYERS OF BUILDING < a PAPER OVER THE WEEP SCREED PT SILL PLATE o FLANGE WEEP SCREED 1" MIN.z. T.Q S_q_ NAVDB BELOW SILL PLATE 3" MIN.ATTACHMENT.FLANGE X d COPPER/SS WEEP SCREED TYP ° d SLOPE 2%MIN. SLOPE 2%MIN. d w d z z \ \ � U NEW SLAB SEE STRUCTURAL PLANS . CONCRETE' /¢ � \ Cl) � \Q \\// PAVING to Lu Z \ gw °Z \NEW FTGSEE / t1 O STRUCRLANS 2 S3 WEEP SCREED SIDE YARD STD SIDING OVER SHEARWALL WHERE OCCURS MEXTIERIOR WALL BITUTHENE (OR EQUIV)18" ABOVE T.O.S (CONT. 26" MIN) COPPER FLASHING OVER PLY SHEATHING o BITUTHENE(OR 0 EQUIV.)8"BELOW AND 6" ABOVE T.O.S (CONT. 14" MIN.) o LAP BOTH LAYERS OF BUILDING PAPER OVER THE WEEP SCREED PT SILL PLATE a o FLANGE 3" MIN. m o ATTACHMENT.FLANGE W COPPER/SS WEEP SCREED TYP w T.O.S 9.0' NAVDBB \ SLOPE 2a'MIN. d 21 4. d ° ° ° NEW SLAB SEE �\\ .SLOPE2%MIN. STRUCTURAL PLANS 0 // �/ q- , /STRUC.PLANS '3 LANDING d 3 _ PROTECT ALL CL ANCHOR BOLT 2 4" MIN. EXIST. UTILITIES AND/OR UTILITY EDGE DISTANC INFRASTRUCTURE IN PLACE (TYP) Provide a weep screed for stucco at the foundation plate line a minimum of 4 inches above the earth or 2 inches above paved areas. Weep screeds shall be of a type which will allow trapped water to drain to the exterior of the building•26 r MAX. SOIL BEARING: 1750 LBS/SF "FOUNDATION SILL SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD• IELD CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE FIELD TREATED PER AWPA M4 HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229-in X 3-inX3-in PLATE WASHERS ON THE POST OPPOSITE THE HOLD-DOWN AND THE HOLD-DOWNS SHALL BE TIGHTENEDTO FINGER TIGHT PLUS ONE-HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING" CONCRETE SCHEDULE OF STRUCTURAL CONCRETE 28 DAY MIN. STRENGTHS ARE AS FOLLOWS: FOOTINGS ....................4000 PSI MINIMUMAO SPECIAL INSPECTION REQUIRED SLAB ON GRADE......................................................3,000 PSI CEMENT TYPE: ......................................... V WATER -RATIO: ........................... ........................... 0,45 NOTE: USE SB s X 24 ANCHORS FOR HDU8 NOTES: 2" SQ TS TOP RAIL 1.ALL WELDING TO BE DONE BY CERTIFIED SHOP 1/2" SQ TSx0.125" INTER RAIL 2•CORROSION RESISTANT COATING IS REQUIRED PER ARCHITECTURAL DETAIL 2" SQ x 0.25" CARBON STEEL TUBING A500/A513 COATED POSTS @ 4' MAX AX INTERMEDIATE RAILS SPACED SUCH THAT SPHERE CAN NOT PASS THRU. SIDE BRACKET TO POST 03 /16" TS PER PLAN -\,, v 5 J, v St16" 3.5" 5" DIAM HOLE 3/16" 3116" FORS"X 2.5" LAG BOLTS POST BASE ' PLATE (TYP) P) "' 0 1�g" 2" SQ, BOTTOM RAIL NOT MORE SIDE BRACKET TO POST AND WALL THAN 4" ABOVE FINISH DECK 42" MIN. TO FINISHED FLOOR BEAM PER TYP. BOTH ENDS POST BASE ,-,---- (TYP)(TYP) �_~ 1— 3X6 BLOCK 16" O/C 2-3/4" DIA. X 4" POST BASE (TYP) 4 4.5" 4"1 ❑ STL. PLATE o g" DIAM. HOLE 1-1/2" J' . 3-1/2" (TYP) 6�f IL NTS 6ANTA ANA, CA. 92704 PH: 714 294 2080 Fax: 7145402602-w W.battmsconstruction.com This document contains information belonging to BC Builders. and may not be used for any other purpose and may not be reproduced by others without the prior written consent of BC Builders. All rights reserved. 6 (ob td Q � N W O o S R o 0 m wa NO N N S O z C) z 3 Z O z O Y O 3 U O z z z N O v 1 V m a � z a O a a ~ z W a z Q J H JW z az O W 3 mac z cooVN 3 00 N r. 00 F, tr w U I K a z O Oa' a Ir a a U 0 �pfEssrOia,� >, CZA ray �rFCIVIII pFCA�tF�P, �J FOUNDATION PLAN kale: 1/4"=1'-0'• PLANSPREPARER LFONSO BUITRAGO-JIMENEZ 202 W WARNER AVENUE, SANTA ANA CA 92704 714 2942080 Drawn by: All Engineer: B JZMC Issue date: Project #: 04.09.22 EXTERIOR GUARD RA Sheet # 32: Sheet #: Of: 80 S-3