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HomeMy WebLinkAbout10150381.pdfALLEY 45.00' 1 �� [j] (E) BUILDING LINE [:2 REMOVE (E) CONCRETE PATIO & STEPS REMOVE (E) TREE E4 REMOVE (E) TREE STUMP E5:] REMOVE AND RELOCATE (E) GAS METER REMOVE (E) BOLLARD PATCH, REPAIR & REPLACE (E) SIDEWALK WHERE NECESSARY REMOVE (E) PORTABLE SHED 1:9 1 REMOVE (E) CONCRETE DRIVEWAY & CURB [10] (E) RETAINING BLOCK WALL 11 (E) CHAINLINK 12 (E) GATE 13 (E) WATER MAIN 14 PATCH, REPAIR & REPLACE (E) DRIVEWAY WHERE NECESSARY 15 (N) CONCRETE DRIVEWAY 16 RELOCATED GAS METER AND BOLLARDS 11 A6.0 (N) 2 CAR GARAGE "fish, 400 SQ. FT. C14 I I I J KiNV1G�7 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING, MECHANICAL AND ELECTRICAL CODES AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, 00 NOT SCALE DRAWINGS. 3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. 0 28 DAYS. 4. LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE #1 FOR ALL POSTS AND 6X AND PO C- LARGER BEAMS AND COMMERCIAL GRADE #2 FOR ALL 4X AND SMALLER. ALL LUMBER SHALL BE GRADE MARKED. 4714 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF 31-4" 280-0n 13'-8-\ REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. "I Le F F_ — — — — — — — 6. COMPLIANCE SHALL BE MADE WITH THE S ENERGY CONSERVATION REQUIREMENTS. HE REQUIRED DOCUMENTATION ON THE DRAWINGS. 3 7. DRAWINGS AND WORK MUST SHOW COMPLIANCE WITH CONSTRUCTION REQUIREMENTS OF CBC SECTIONS 2320 AND CHAPTER 18 FOUNDATION REQUIREMENTS. F_ 7 8. THE PROPERTY OWNER SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR SHOULD X� 0; 1 04 ANY DISCREPANCIES OR OTHER QUESTIONS ARISE PERTAINING TO THE WORKING DRAWINGS 2 DURING CONSTRUCTION OR BIDDING. L 9. PERMIT APPLICATION FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE . _<(N) 2ND FLR DATE OF APPLICATION SHALL EXPIRE BY LIMITATION. (SEC. 107.4 UBC.) . . ..... 570 SQ FT; Z, X 10. ALL SETBACKS AND EASEMENTS ARE SHOWN CORRECTLY ON THIS SITE PLAN. -7 7� E- BGi 4 ]77 7 F 0- _F; , ( ,` -, `, ,,.,:, .f, J .,/ ,',. 4 T°#'`. ."` 11. SETBACKS WERE MEASURED FROM EXISTING STRUCTURES TO ASSUMED PROPERTY LINES. CONTRACTOR SHALL VERIFY ALL SETBACKS PRIOR TO CONSTRUCTION. IF THERE IS A DISCREPANCY WITH THE SETBACKS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO L I T 7 NOTIFY THE PROPERTY OWNER AND DESIGNER PRIOR TO CONSTRUCTION. b 5 A. "Y'F- E, 12. THE CONTRACTOR IS TO GRADE ANY AREAS WHERE THE ADDITION ALTERS THE DRAINAGE. PROVIDE SLOPE AWAY FROM STRUCTURES AND DRAIN TO STREET OR AN APPROVED STORM DRAIN. X 13. ROOF AND SURFACE WATER MAY FLOW OVER PUBLIC SIDEWALK IF ALLOWED BY THE �,< \:', CITY'S GENERAL ENGINEERING SERVICE DIRECTOR. /(E) LIVING AREA N) 1ST FLR-1 /457 'SQ. FT PERMIT IS TAKEN OUT FROM (AQMD) AIR MANAGEMENT DISTRICT AND PRESENTED TO THE '451 SQ. FT TO REMAIN D' D Y J 1 14. IF ASBESTOS REMOVAL IS INVOLVED, BUILDING PERMIT CANNOT BE ISSUED UNTIL A VALID 51 BUILDING ING DEPARTMENT. 0 V 3, !­% , ;, �' , , , " -- J ------- GENERAL NOTES GOVERNING CODES 7 SO J0 3c CALIFORNIA BUILDING CODE 2001 EDITION CALIFORNIA MECHANICAL CODE, 2001 EDITION 2 L 1 -1 CALIFORNIA PLUMBING CODE, 2001 EDITION lo'—o" CAL11FORNIA ELECTRICAL CODE, 2001 EDITION PROPERTY SUMMARY (E) T EES WALLY GUERRA C, PROPERTY OWNER: z �07 PROPERTY ADDRESS: 1035 W. WALNUT STREET 'U-) 0 ZONE- R-1 ASSESSORS PARCEL NO.: 008-14-220 12 LEGAL DESCRIPTION: Cao; rN I ,Oj JUL, e SQUARE FOOTAGE TABULATION (E) SIDEWALK jn fimkm t imrz" EXISTING ONE STORY RESIDENCE v! tl;5 T� t) 809 �l 21 LIVING AREA- ENTRY AREAS SHALL NOT! n"and, ow a" 0 LAUNDRY AREA 45 J 72 va� (E) GRASS APPROVED jo,@,tion of any I'v, �d, TOTAL= 926 'a La y 1ING BIVIS101 PLANN NEW FIRST FLOOR ADDITION= WALNUT STREET WALNUT STREET FIRST FLOOR TOTAL= 1,377 — 6 40 q�o C>,5— 0 Y, _03-t J NEW SECOND FLOOR ADDITION— Acc-qp id, ez� RESIDENCE TOTAL= 1,947 ,,,,Ai,,,TA ANIA z� TWO —CAR GARAGE= 400 r--BU I LD I N G AREA TOTAL= 2,347 SQUARE FEET D midu LOT SIZE: 5,805 SQUARE FEET LOT COVERAGE TOTAL= 40% A PROJECT DATA —77 F/ EXISTING FIRST FLOOR TO BE DEMOLISHED ,0 L EXISTING FIRST FLOOR TO REMAIN 00 F77 I/ I NEW FIRST FLOOR ADDITION 41 00 0 0 NEW SECOND FLOOR ADDITION PROPOSED SITE PLAN scale: 1"-1 a'—O" 2 DEM01" SITE PLAN Scale: l*—_lo,_O* 1 LEGEND File: 60033—A—SP File: 60033—A—SP FARPOIN' I DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains information proprietary to ForPointe Design Group. and is fumishe4 in confidence for the MOW purpose of evaluation, bidding, construction, or review for this site herein. This document or We contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of FarPointe Design Group, Consultant: Seal: Project: WALLY 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Desc(ipfion Al 8/lom BLDG. DEPT. CORRECTIONS 1 M. Sheet *Title: SITE PLAN AIM 014 MAN ", -1 T, i 7' A4.0 ALIGN WITH EXISTING WALL (VERIFY) 171 Scale: 1/4"=1$—O" Aft PLAN File: 60033—A—FP 6� A4.0 7 A4.0 — 26'-0" 4 M DEMOLISH (E) WALLS, WINDOWS, ROOF, CABNIETS, FIREPLACE, BEAMS, PLUMB. FIXTURES EXIST. TO REMAIN, PATCH AND REPAIR AS REQUIRED C' I NEW 1/2 TURN RADIUS WOOD STAIRS r 1�1 NEW 2'-0" OR 2'-6" x 6'-8" HOLLOW CORE DOOR NEW 3'-0" x V-8" HOLLOW CORE DOOR NEW KITCHEN BASE & UPPER CABINETS NEW CORNER DOUBLE SINK r NEW UNDERCOUNTER DISHWASHER NEW BULLNOSE BRICK STEPS 1 D NEW DOUBLE 2'-6" OR 3'-0" X 6'-8" SOLID CORE DOOR N 11 NEW 2'-0" OR 3'-0 x 6'-8" SOLID CORE DOOR d- CID 12 ' REFRIGERATOR — PROVIDED BY OWNER e rn h 8 A4.0 13 STOVE/OVEN — PROVIDED BY OWNER 4 MICROWAVE — PROVIDED BY OWNER OFFICE DESK— PROVIDED BY OWNER 16 NEW DOUBLE LAVATORY 1? REPLACE EXISTING WINDOW TO MATCH NEW WINDOW ASSEMBLY STYLE E 18 NEW 2'-0" x 2'-0" ATTIC ACCESS A4.0 ----------------� PATIO ! III LAUNDRY f E ! # I # ( I { I + + (--------I I ! III SMALL ROOM I��,��I I I r-I -- T1 KITCHEN III-�J.II II ___-------------J --------------� I L i (# I BEDROOM 2 ( FAMILY ROOM I ! I III III jII / L- - - - - - - - - - - - - - { I— — — — — — — — — — — — — — / CLOS. BATH 1 III III ���-��� I CLOS. I !I f III ( { LIVING ROOM # I ,�A III i { # { BEDROOM 1 - I PATIO ( ! — A4.0 --_—� 16. 19 NEW � , �,. '� �Y;� l,G �; Ia �5 (o 7 t,t L- 17, _ ILO NEW 30" MAPLE N / BL 0 [2:]1 NEW 5'-0" x 5'-0" WHIRLPOOL TUB 22 NEW 3'-6" x 3'-6" CORNER SHOWER 23 NEW WATER CLOSET 24 NEW 3'-0" x 6'-8" BI—FOLD DOOR 25 NEW 4"x4" POST— STUCCO FINISHAr IL IF I 26 NEW SUPPORT BEAM PLANScale: 1/4"=V-0" 27 NEW CORNER VANITY File: 60033—A—FP 28 NEW 2'-6" x 4'-0" TUB --mmwwmllimfAmo mail! 29 NEW CLOSET SHELF & ROD 30 NEW CONCRETE STEPS 31 NEW CONCRETE PATIO — ALIGN WITH EXIST. 32 REMOVE EXIST. WINDOW — PATCH AND REPAIR WALL 33 NEW FIBERGLASS NEO ANGLE SHOWER 34 NEW GYPSUM BOARD SOFFIT Al K35_j"N�EWSMOVKE_D�ECTO��Z�� 1. ALL WORK & MATERIALS TO CONFORM TO BUILDING STANDARDS 2. SAWCUT (E) SLAB AS REQUIRED FOR INSTALLATION OF ELECTRICAL AND PLUMBING CONDUIT PIPES. PATCH SLAB TO MATCH EXISTING COMPOSITION —SEE ELECTRICAL & PLUMBING DRAWINGS WHEN NECESSARY. 3. G.C. SHALL VERIFY EXISTING CONDITIONS IN FIELD FOR INCLUDING BUT NOT LIMITED TO, SPACE DIMENSIONS, OBSTRUCTIONS, HIDDEN CONDITIONS OR CONFLICTS WITH ` DRAWINGS. 4. PLASTIC WATER PIPING IS NOT ALLOWED. 1 5, OWNER TO SELECT FLOOR COVERING. 6. HARDWARE FOR DOORS, CABINETS, AND WINDOWS TO MATCH EXISTING HARDWARE OR BE COMPATIBLE AS JUDGED BY THE OWNER. 4 A4.0 7. ALL DOOR AND WINDOW MOULDINGS AND BASEBOARD TO MATCH EXISTING. 8. ALL CABINET DESIGNS TO BE APPROVED BY OWNER. 9. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY. 10. ALL EXISTING SURFACES & WALLS TO MATCH NEW CONSTRUCTION. 11. SMOKE DETECTORS SHALL BE INSTALLED WITHIN SLEEPING AREAS AND ADJACENT HALLWAYS. THE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. SMOKE DETECTORS SHALL BE "HARD WIRED" AND BE EQUIPPED WITH BATTERY BACKUP IN NEW AREAS (UBC 310.9.1) AND BATTERY OPERATED AT EXISTING AREAS. 12. LEVEL CONCRETE LANDING AT DOOR, MIN. 36" DEEP x DOOR WIDTH, MAX. 8" BELOW FLOOR LEVEL INSIDE HOUSE. MAY UTILIZE EXISTING CONCRETE PATIO SLAB. 13. ALL EXTERIOR FINISHES & PAINT COLORS SHALL BE APPROVED BY OWNER 14. HEATING CONTRACTOR TO PROVIDE LAYOUT FOR HEAT DUCTS & RESISTER SIZES. CONTRACTOR TO VERIFY THAT THE SIZE OF EXISTING F.A.U. WILL MEET THE CURRENT ENERGY AND CODE REQUIREMENTS. L. N — — — — (E) PARTITION WALL TO REMOVE (E) PARTITION WALL TO REMAIN, PATCH/REPAIR ANY DAMAGED AS REQUIRED PARTIAL HEIGHT WALL-2x4 WOOD STUD FRAMING AT 16"O.C. WITH 5/8" TYPE 'X' GYPBD ON BOTH SIDES. 0 2x4 WOOD STUD FRAMING AT 16"O.C. WITH 5/8" TYPE 'X' GYPBD ON BOTH SIDES. CEMENT STUCCO ON EXTERIOR SIDE, U.N.O. Scale: 1/4"=V-0" File: 60033—A—FPI WALL LEGEND mi ■ ■0 i OMN.w ■i DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691 A696 Fax (562) 691-5245 This document contains information proprietary to FarPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: 2.0 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Descriptiton 1 811§LO5 BLDG. DEPT. CORRECTIONS iii DEPT. OOR i Project No: 60033 CAD File Name: D10SO—A2-0 Drawn By: 'q__ Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: /18/05 Scale: AS NOTED R , T T T' 7 A2mO ALL DIMENSIONS ARE SUBJECT TO JOB SITE VERIRCAIIONS I ;J "as] 0 a Ir a in ........... .......... PLANScale: 1/4"= JIFile: 60033 2 b- il'N�1111'41�1­ I I 4"A 141A U11fill W14411 1:411 VAN 1. Exterior swinging door must be solid core, 1-3/4" thick or with panels 9/16" thick. (8-210,A) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8- 21 0,C) — specify make and model number. 7,;/-/W -2fd " 6--,j � �/ 4. Specify flush bolts with 5/8" embedment into head and threshold on inactive leaves of exterior double doors. (8-210,E) ow 6. Hinges for out -swinging doors must have non -removable pins. (8-21 0,G) 7. Strike plates must be 3-1/2" long, secured to the jamb with screws 2-1/2" in length. (8-21 0,H) 8. Front exterior doors to be equipped with 180' door viewers or clear vision panels. (8-210, 1) 9. Each structure must have a street address or other identification, which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1) 11. Specify light fixtures, at exterior doors, which provide one -foot candle of light at ground level. (8-210, L) 15. Wooden garage doors must have panels 5/16" in thickness. (8-208-A1) 16. Garage doors more than 16-feet in width must have two locking points. (8-208,C) 17. Slide bolt assemblies must be attached to the doorframe with non -removable bolts. (8-208,D) 18. The slide bolt must be 3/8" in diameter, (8-208,D) 19. Windows and sliding glass doors must comply with test standards of section 8-212. Specify make and model number. (8-209,A) ce. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _-_._._._-_-_._._._._-_._.---._- I I__4 ------------------------------------- 4 IL -—------ ...... ...... ------- I I L----------------------------------- J 71M, NOT:, 0 =000MMA F-1❑I REMOVE EXISTING ROOF 1�1 NEW FIRST FLOOR ROOF WITH SHINGLES — STYLE BY OWNER 1�1 EXISTING FIRST FLOOR BUILDING WALL [4] NEW FIRST FLOOR BUILDING WALL a NEW SECOND FLOOR BUILDING WALL 1�1 NEW SECOND FLOOR ROOF WITH SHINGLES — STYLE BY OWNER 1�1 NEW CHIMNEY 1�1 NEW DORMER VENT 1 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 6914696 Fax (562) 691-5245 This document contains information proprietary to FarRinte Deign Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. Via document or it's contents may not be used for any other purpose and ma y not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: 1. PROVIDE METAL FLASHINGS AND COUNTERFLASHING NECESSARY AND CUSTOMARY TO COMPLETE THE WATER AND MOISTURE PROOF ROOFING ASSEMBLY. FLASHINGS SHALL BE A MIN. 26 GAUGE G.I. PAINTED TO MATCH ADJACENT TILE AND/OR WALL COLOR. INSTALL ALL FLASHINGS PER CHAPTER 15, 2001 CBC AND NATIONAL ROOFING CONTRACTOR'S (N.R.C.A.) RECOMMENDATIONS FOR RESIDENTIAL APPLICATIONS. 2. PROVIDE 26 GA. G.I. FLASHING AND COUNTER FLASHING AT ROOF TO WALL CONDITIONS. INSTALL PER ROOF MANUFACTURER'S SPECS. (CBC 1509) 3. ALL ROOFING TILES, FLASHINGS, VENTS AND ROOFING INSTALLATIONS SHALL CONFORM TO 2001 CBC AND LOCAL STANDARDS. 4. PROVIDE SPLASH PANS TO PROTECT ROOFS WHERE CONCENTRATED RUNOFF Seal: DESCENDS TO LOWER ROOFS. I 5. CONTRACTOR SHALL USE FIELD APPLIED JUDGEMENT IN LOCATING FLASHING, CRICKETS, DIVERTERS, ETC., TO FINISH A COMPLETE AND CORRECT ROOFING INSTALLATION. Project: WALLY GUERRWe& A A AM RESIDENCE 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 ROOF PLAN NOTES No Date Issue/Description I A18/18/05 BLDG. DEPT. CORRECTIONS EXISTING FIRST FLOOR EXTERIOR WALL LINE Project No: 60033 NEW FIRST FLOOR EXTERIOR WALL LINE CAD File Name: DIOSO—A3-0 Drawn BY: _% NEW SECOND FLOOR EXTERIOR WALL LINE Checked BY: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL 4:12 Initial Issue Date: 7/18/05 NEW ROOF PITCH Scale: AS NOTED Sheet Title: T.O.RID ot—on TOP OF RIDGE HEIGHT INDICATOR ROOF PLAN PATCH & REPAIR ROOFING WHERE REQD. .-owing ing a: A10 _7�77 III ALL DIMENSIONS ARE SUBJECT TO JOB WE VERIFICATIONS 1:11 NEW EXTERIOR STUCCO FINISH 2 1 14 2 2 NEW CUSTOM WINDOW ASSEMBLY - SEE WINDOW TYPES BELOW T.O. RIDGE NEW ROOF TILE - STYLE BY OWNER T 24'-10" (A.F.G.) [:4] NEW SOLID CORE GLASS DOOR -SEE WINDOW TYPES BELOW . NEW FIREPLACE & CHIMNEY - LEDGESTONE FINISH 1 18 11 1 - � - � _. __ - - � -­]____ - I __ , - , - ­, - __ __ CLGHT. 1�1 20'-0" (A.F.G.) 7�_ 7— T.O.RIDGE TYP IV HDR. 6 NEW CONCRETE PATIO - I EDGESTONE FINISH ALIGN WITH EXIST. PATIO 181-6" (A.F.G.) E 7 NEW CONCRETE STEPS CLG. HT. ---- -- 2ND FLR. ''11'-0" F.G.) NEW 4"x4* POST - EXTERIOR STUCCO FINISH HDR CLG. HT. PATCH, REPAIR & REPLACE WALL AS REQ'D. 7'-0* (A.F.F.) F-91 SOFFIT ----- ---- '­ V-9" (A.F73W 8'- EXISTING PATIO TO REMAIN ADD LEDGESTONE FINISH � O (F.F.) g1 _4 F.F. G F 11NEW 2x WOOD BRACING r-J-1 112, REMOVE EXIST. WINDOW & REPLACE W/ NEW WINDOW ram_ 13 NEW STACKED SHINGLES IL1 6j 1-27-1 � 15 1[:2] 7 FOR REFERENCE ONLY L -11 [:174] NEW 8* SIDING FINISH Scale: 1/8' =1 0-0" 0% Scale: 1/8*'_-1'_0" PRO[�:5] NEW LEDGESTONE FINISH "Pu"ISED EAST ELEVATION File: 60033-EE EXISTING EAST ELEVATION File: 60033-EE 4 K6 NEW BULLNOSE BRICK STEPS 2 14 3 J I F2 ] 1173J [17 NEW PLANT -ON TRIM IL M T [1:8] NEW DORMER VENTJ T.O. RIDGE �2-1121" —(A.F.G.} KE`Yff NOTES CHIMNEY 1 HDR. 1. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER- RESISTIVE BARRIER - - - - - - - - TO PROTECT THE INTERIOR WALL COVERING. (CBC 1402) 3� 18'-6" (A.F.G) - - ------ 2. PROVIDE MOIST -STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER T.O. RIDGE OPENINGS. - ---------- -- ­­____ 14'-6- (A.F.G.) ­­ - - -- ----- --------- 3. PROVIDE BITUTHANE AT LOCATIONS SUCH AS INTERSECTING EXTERIOR _ - : - - - - - - - .` CONSTRUCTION SERVICES, SMALLER EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. SOFFIT_�Y- HDR. U U r 4. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHHED IN SUCH ­E A MANNER AS TO MAKE THEM WEATHERPROOF. (CBC 1402) 5 7'-0" (A.F.F.) F.F. 6-9" (A.F.F.) at�T_ _J V�-_8* (A.F.G.) PROVIDE METAL FLASHINGS AND COUNTERFLASHING NECESSARY AND CUSTOMARY -1 LL L 5. CONC. STEPS TO COMPLETE THE WATER AND MOISTURE PROOF ROOFING ASSEMBLY. 1 '`-8'(A—.) F. FF.G FLASHINGS SHALL BE A MIN. 26 GAUGE G.I. PAINTED TO MATCH ADJACENT TILE 0, _0 AND/OR WALL COLOR. INSTALL ALL FLASHINGS PER CHAPTER 15, 2001 CBC AND NENTIAATIONAL APPUCATROOFING IONSCONTRACTOR'S (N.R.C.A.) RECOMMENDATIONS FOR RESIDL . 7-il 11 2 --- 13 FOR REFERENCE ONLY 6, PROVIDE 26 GA. G.I. FLASHING AND COUNTER FLASHING AT ROOF TO WALL CONDITIONS. INSTALL PER ROOF MANUFACTURER'S SPECS. (CBC 1509) —01 AM& IL Scale: 1/8*--1 *-030 'M P Kw% 0 P OS& E ID N 0% ff KN%TIMI ELEVATM& N scale: 1/8.=vEXISTING N" ORTH ELEVATION- 33- _E J 7* ALL ROOFING TILES, FLASHINGS, VENTS AND ROOFING INSTALLATIONS SHALL File: 60033-EEI File: 600 E CONFORM TO 2001 CBC AND LOCAL STANDARDS. Z� 8. PROVIDE FOR A 4" OR 2" CLEARANCE FROM WEEP SCREED TO GRADE OR PAVED SURFACE RESPECTIVELY. 18 [13] F2 TYP. 9, PROVIDE SPLASH PANS TO PROTECT ROOFS WHERE CONCENTRATED RUNOFF T.O. RIDGE DESCENDS TO LOWER ROOFS. 24' _Jon (A F.G.} 10. CONTRACTOR SHALL USE FIELD APPLIED JUDGEMENT IN LOCATING FLASHING, CRICKETS, DIVERTERS, ETC., TO FINISH A COMPLETE AND CORRECT ROOFING CLG. HT. INSTALLATION. - ------- - 201-0" (A F.G.} -- ----- If 11 11. ALL EXTERIOR FINISHES & PAINT COLORS SHALL BE APPROVED BY OWNER [L�J_ T_ T.O. RIDGE 16-6 F.G. T.O. RIDGE —14'-6" _(A.F.-G.)_ FIN I S H NOTES 13 HDR. CLG. HT. U U A FIXED B FIXED 8'-0" (A.F.F.) 8'-0" (A.F.F.) (0 2FV (0 I F.F. V-8" (A.F.G:y F.F. Ali A -8" (A.F.G.) F.G. F.G. CASEMENT LIGHTS <�> CASEMENT 0'_0" 0 _0 SLIDING W/ 8" SQ. LI W/ 8" SQ. LIGHTS J] [:2] 15 [12 9 �9 16 il: 0 FOR REFERENCE ONLY 0 `� rf 4 F11111ft sKoft UA% oFft U111011111111111, b0%ED WES"T ELEVATIUON scale: 1/8 1 E X I S T IN (3WESIELEVATIONScale: 1/8"=1'- _2 on File: 60033-EE Rle: 60033-EE G CASEMENT H CAS ENT Vr W/ 8* SQ. LIGHTS W/ 8" SQ. LIGHTS 731 12 F13 1 14 2 ­q% T.O. RIDGE_.,� M A2 — - - - - - - - - - - J 24'-10- (A.F.G.) HDR. V) 18'-6" (A—.F.G.) -- - -------- T.O. RIDGE 3'-0" DBL DOORS 16'-6- (A.F.G.)�� W/ 8- SQ. LIGHTS W/ 8" SQ. LIGHTS ELI. . . . ....... CLG. HT. 8'-On (A.F.F.) SOFFIT 00 HDR7'-0* ()A.F.G.) ❑. 8 ❑ rO 6'-9" (A.F.F-) PATIO all It F.F. ll FIXED PANEL 2J (A.F.G. F.G. ,Pr 0'_O OP-011 1, ALL SHALL HAVE 6" TRIM W/45- EDGES 0 TOP & 4- TRIM 0 SIDES & BOTT., AS REQ'D. [1:7] 15 12 9 10, 16 4 15 1 6 2. CLERESTORY WINDOWS SHALL HAVE 4" TRIM 0 ALL FOUR SIDES FOR REFERENCE ONLY 3. ALL GLASS SHALL BE CLEAR TEMPERED, U.N.O. 4. ALL BATHROOM & CLOSET GLASS SHALL BE OBSCURE RAIN, U.N.O. Scale: 1/8'_11-00f P Scale: 1/8 " _V_00 File: 60033-EEI 5 EXISTING S'U"U"TH ELEVATION 'File: 600-333-17F I WINuuW TYPES zk 00 o I IIZR�l 41 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains information proprietary to ForPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointo Design Group. Consultant: Seal: Project: WALLY ■ LL73 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date issue/Description 8/18/05 BLDG. DEPT. CORRECTIONS 2 9J9/06 BLDG. DEPT. CORRECTIONS Project No: 60033 CAD File Name: DICISO-A4-0 Drawn By: "C Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7Z18/05 Scale: AS NOTED Sheet Title: ALL DIMENSIONS ARE SUBJECT TO JOB SITE VERIFICATIONS E NEW CONCRETE FOOTING SEE FOUNDATION PLAN FOR SIZE [:2] NEW 20 STUD NEW 2x CEILING JOISTS SEE FRAMING PLAN FOR SIZE AND SPACING [4:] NEW 2x RAFTERS — SEE FRAMING PLAN FOR SIZE AND SPACING 18 4 5 4 � NEW 2x RIDGE BOARD — SEE FRAMING PLAN FOR SIZE D2.0 RAFTER NEW 4x HEADER — SEE FRAMING PLAN FOR SIZE R-13 INSULATION AT ALL NEW EXTERIOR WALLS (TYPICAL) F8] R-30 INSULATION AT ALL NEW ATTIC CEILINGS (TYPICAL) Colo 1 161 1�1 5 8 7NEW BEAM — SEE FRAMING PLAN FOR SIZE 11-01 NEW GYPSUM BOARD SOFFIT 11 I D2.0 T NEW 2x FLOOR JOIST —SEE FRAMING PLAN FOR SIZE X2O 41 NEW WINDOW ASSEMBLY r NEW DOOR ASSEMBLY 1141 EXIST, 2x CEILING JOISTS F00 6 15 NEW WOOD STARS _/ N 'Ll2 NEW FIREPLACE eat4. r C) 17 EXIST. FLOOR JOIST 0) 00 FFF18] NEW DORMER VENT lu .. Ad_� 1 V-8 . . F151 1 17 BUIL.PU041ING SECTION IScale:3/16*=19-0*1 4 BUILDING S'ECTION'Scale: 3/16*= —owl 2 KEYNL'OTES File 60033—SE] 33—EEI I I Vile: 600 1 1 rTiFTER Ow 81 1 4 1 1 5 1 116 91��MMIR \ / . . \. / ! _/ 1 8 00 ' 0 D2.0 LO 11/1 X 9 -A co 0 �o 10 1 fit C 1 W F1 o to C) F.F. 7777777 _8" (AIF.G.) 7 _111 1 11 1 ALL WEATHER —EXPOSED SURFACES SHALL HAVE A WEATHER— RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING. (CBC 1402) 2. PROVIDE MOIST —STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS. 3. PROVIDE BITLITHANE AT LOCATIONS SUCH AS INTERSECTING EXTERIOR CONSTRUCTION SERVICES, SMALLER EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. 4. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. (CBC 1402) 5. PROVIDE METAL FLASHINGS AND COUNTERFLASHING NECESSARY AND CUSTOMARY TO COMPLETE THE WATER AND MOISTURE PROOF ROOFING ASSEMBLY. FLASHINGS SHALL BE A MIN. 26 GAUGE G.I. PAINTED TO MATCH ADJACENT TILE AND/OR WALL COLOR. INSTALL ALL FLASHINGS PER CHAPTER 15, 2001 CBC AND NATIONAL ROOFING CONTRACTOR'S (N.R.C.A.) RECOMMENDATIONS FOR RESIDENTIAL APPLICATIONS. 6. PROVIDE 26 GA. G.I. FLASHING AND COUNTER FLASHING AT ROOF TO WALL CONDITIONS. INSTALL PER ROOF MANUFACTURER'S SPECS. (CBC 1509) 7. ALL ROOFING TILES, FLASHINGS, VENTS AND ROOFING INSTALLATIONS SHALL CONFORM TO 2001 CBC AND LOCAL STANDARDS. 8. PROVIDE FOR A 4" OR 2m CLEARANCE FROM WEEP SCREED TO GRADE OR PAVED SURFACE RESPECTIVELY. 9. PROVIDE SPLASH PANS TO PROTECT ROOFS WHERE CONCENTRATED RUNOFF DESCENDS TO LOWER ROOFS. 10. CONTRACTOR SHALL USE FIELD APPLIED JUDGEMENT IN LOCATING FLASHING, CRICKETS, DIVERTERS, ETC., TO FINISH A COMPLETE AND CORRECT ROOFING INSTALLATION. 11. AT ALL EXTERIOR PLYWOOD SHEAR WALLS, CONTRACTOR SHALL APPLY 2—PLY, GRADE -D- (TOTALING) 60 MIN. BUILDING PAPER OVER PLYWOOD SHEAR WALLS AS NOTED ON FRAMING PLAN. FARPOINTE DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains information proprietary to ForPoints Design Group. and Is furnished In confidence far the lPmited purpose of evaluo#`um, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. I le-171711 Seal: Pr-oject: WALLY r% GUEOft A KKA 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Description Al 8/18 05 BLDG. DEPT, CORRECTIONS Project No: 60033 CAD File Name: DIOSO—A5-0 Drawn By: -%- Checked BY: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18/05 Scale: AS NOTED ;�,heet Title: BUILDING !w F R_ IScale: 3/1 BUILL"I)ING SECTION 1;:ii.. R6nnnR1_;'__F0_-r*113 ale: 3/16'=l' —0. RUILDING SECTION File: 60033—�EE • 4�0,,0 AN, A A D2.0 14' B 7 4 2 D2.0 20' \S/ F_ i 20 D2.0 2x6 R.R. 0 16" O.C. 2x6 R.R. 0 16" O.C. 4 2.0 2 _J S En a- 00 X Ca .4- cr_ ur) 7 D2.0 12 ', 0 \D2 r4o LAI (RB-6) - - — ----------- 3 1/2x11 7/8 PSL M LOCATION FOR WATER HEATER WASHER [_3I1 DRYER 141 3'-0" x 6-8" SOLID CORE DOOR WITH D 16'-0" x 7`-0" GARAGE DOOR F_ 6 DORMER VENTS F-----i 71 ROOF TILES 8 STACKED SHINGLES 1 9: -] EXTERIOR STUCCO FINISH F101 nil PLANT -ON TRIM 5 7-1, 2x WOOD BRACING 1 1121 NEW CONC. FOOTING NEW 4" CONC. SLAB - SEE NOTE 7 71/ Age,, 3 D3.0 SW1 SW1 600 Swi 6x7x4 20 IM. SW16x7x4 (PORTAL) (PORTAL) (PORTAL) D1.0 13 (PORTAL) L 01 Z Wm% AIL M A FKAMINOG N'Scale: 1/4"=1`-0"6 1'0U N DAI 0PLAN IScale: 1/4"=1`IPLA.File: 60033—A—FPTN ,File: 60033—A—FP 3 KEYNOTES 2. FOR ADDITIONAL FLOOR PLAN SPECIFICATIONS — SEE SHEET A2.0 4. FOR ADDITIONAL FOUNDATION PLAN SPECIFICATIONS — SEE SHEET S1.0 5, FOR ADDITIONAL FRAMING PLAN SPECIFICATIONS — SEE SHEET S2.0 7. CONCRETE SLABS SHALL BE MINIMUM 4- THICK, WITH #3 @ 18" O.C., EA. WAY @ MID HEIGHT, 2- SAND, 6" MIL VISQUEEN, 2" SAND BASE. IScale: 1/4=11-0 "I 'Scale: 1/4-=1 ' "I — — W &--% GENE RAL NOTES WEt"S'T ELEVATION k____ 51 SOUTH ELEVATION 0 2 1 ,File: 60033—A—EE, File: 60033—A—EE, 200—Off 5 J, NEW 12" WIDE X 12" DEEP CONC. FOOTING W/( 1 )#4 T. & B. ill 0111111111111 11111;;11111i'll; ill fl!I Ill / P\ NEW SHEAR WALL PER PLAN Z_ NEW SIMPSON STRONGWALL PER PLAN CONIC. PADS Pi 24" SQ.x 12" THK. — W/ 3—#4 EA. WAY W_ W 2 —off 10'-0" 4F1_/!-liffil'sigill !!I i; 11:010!I iii ei !III __2 Z, Scale- 1/4 — Scale: 1/4#1=11-0" File: 6003 — FLOOR OPLAN �F—,,e­ — — — PO1 u'ENERALLEGEND 1RU0qkF PLAN —Fp 4 —60033—A—F 0 1 2 11 11 ... ......... is 9 DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains information proprietary to ForPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: Seal: Project: WALLY GUERRA RESIDENCE 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Description 1\ 8Z1 8/05 BLDG. DEPT. CORRECTIONS Project No: 60033 CAD File Name: DIOSO—A6-0 Drawn By: -q_- Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18/05 Scale: AS NOTED Sheet Title: A 'No: v V A■O ' ALL DIMENSIONS ARE SUBJECT TO JOB SITE VERIFICATIONS Eff-AN001 I-014LCIMe . o l 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 6914696 Fax (562) 691-5245 This document contains infonnotion proprietary to FarPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproducerd or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: Seal: Project: /ALL' 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Description t228 18 05 BLDG. DEPT. CORRECTIONS 9 9 05 BLDG. DEPT. CORRECTIONS Project No: 60033 CAD File Name: DIOSO—S1-0 Drawn By: Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18/05 Scale: AS NOTED Sheet Title: cawing No: S1 so /2\ ALL DIMENSIONS ARE SUBJECT TO JOB SITE VERIMATIONS N ROOF LEVEL: 1 REPLACE EXISTING FRAMING WHERE REQ'D. USE 1/2 STRUCTURAL 11, C-D EXP 1 OR C-C PLYWOOD, MIN. PANEL INDEX 1 (24/0) WITH 8d NAIL AT 6 Q.C. SUPPORTED EDGES & BOUNDARIES AT 12" O.C. IN THE FIELD (UNBLOCKED U.N.Q.) 2 REMOVE EXISTING FRAMING WHERE REQ'D. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR LEVEL: USE 5/8" STRUCTURAL 11, C-D EXP 1 OR C-C PLYWOOD, MIN. INDEX J (32/16), TONGUE & GROOVE, WITH 10d NAILS AT V O.C. SUPPORTED EDGES & BOUNDARIES AT 10" O.G. IN THE FIELD (UNBLOCKED U.N.O.) 2 ' { 3 � TO FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR SUPPORTS. T NOTES: * USE DOUBLE FLOOR JOIST BELOW ALL PARALLELS WALLS (U.N.O.) i l ' �'z * USE 2x BLOCKING BELOW ALL PERPENDICULAR TO JOISTS SHEAR WALLS. ((MM AL. LTERNATE TO SOLL4D GPOST WHERE AT FLOOR LEVELS, USE SOLID BLOCKING BELOW TRIMMERS AND NOTED AS MSB POSTS FROM BEARING HEADERS AND BEAMS. BEAM NO.OF STUDS ' * ALL HOL.DOWNS ON THE UPPER LEVEL MUST BE CONNECTED TO A POST 4x 2 2x STUDS BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION. 8x 4 2x STUDS A 1 4x6 1-1 * ALL POSTS ABOVE SHOULD BE ALIGNED WITH POSTS BELOW. 8x 5 2x STUDS 2x J415T 1 SAID PER JOIST i 1 14 15 , D1.0 8 �� 2 D1.0 KEYNOTES D2.D � DID i R�}C}FIFL�}OR SHEATHING NOTES � (FB-6} 6 X 12 4 X 12 I CA., 4x6 1. ALL WOOD, BEARING ON CONCRETE OR MASONRY, SHALL BE PRESSURE TREATED 1 CONNECTION NAILING FIR OR REDWOOD. F.J. 2x12 0 16' Q.C. F.J. 2x12 0 16" O.C. D2.Q DID 2« PLYWOOD FOR FLOOR SHEATHING SHALL BE CDX. USE EXTERIOR TYPE, MINIMUM 1. JOIST 10 SILL OMWCTION OR +mot. TOENAIL (3) sd 16 A 2. mom TO JOIST, MAL EACH DO (2) 8d GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER. + N S 11.5 •-- .a. x 1r C 7 3. PROVIDE 1 x6 LET IN BRACE (0 APPROX. 45 deg.) EVERY 25'-O" MAXIMUM STUD & I'x6' (25r= x 152mrn) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL (2) 8d 4. WDER THAN t'x8' (25mm x 152mm) SUIROOR TO EACH JOIST, FACE NAIL (3) 8d 1 X 16 I WALLS NOT SHEATHED. NAIL WITH (2) 8d's PER STUD AND (3) 8d's AT EACH D2.0 D2.0 t Ahx r,' '40 OF PLATE. 12" (51mm) SUBFI.00R TO JOIST OR PR. � AM FACE NAIL (2)16dEND SOLE PLATE TO JOIST OR BLOCXIHG, TYPICAL FACE NAIL. l6d a t6' (406mm) OC:. 16" 6+ Q Tf4x4 <VK CC J 4. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING AD SHALL HAVE SIMPSON C144x6 13 ST6236 V SOLE PLATE TO JOIST OR BL.OGIO K AT BRAtO:D AM PANEL4 (3)16d PER (4O6 m) PS's MINIMUM OR EQUAL, UNLESS NOTED OTHERWISE B DL 7. TOP PLATE TO STUD, END NAIL (2)16d g 7 D2.0 ors x 5. ALL NAILING IS TO BE PER TABLE 23-11_ B-1 OF THE 1997 UNIFORM BUILDING 8 ST1A TO SOLE PUTS (4) 8d, 7OENIAIL OR (2)16d, END NAIL C14X �P�Qa 4. X 12 D2.0 4x4 CODE, UNLESS NOTED OTHERWISE. 9. DOUBLE Sll>DS, FACE NAIL 16d 0 24" (614mm) O.C. _ „ -- �3F-- • -- . -- .. -- .. F.J. 202 0 16 O.C. �a -- . .. I i / r \ 12 �-- � ® b _, ci C3 6 6. TOP PLATES OF ALL STUD WALLS SHALL BE (2) PIECES THE SAME SIZE AS 1& DCI D TO' PLATES, TYPICAL. FACE NAIL 16d 016" (.H0 m) O.C, DOUBLED TOP PLATES, LA' SPLICE (8)16d Qpd, EE > 02.Q A ��� �, � �; 7 fr x co x (RB-2) 4x12 #1 `t (RB-1) 4x12 #1 A ° D2.4 STUDS. SPLICES TO LAP 4'-O" MINIMUM. ® Xo-17 � � 11. MWONG BETWEEN JOISTS OR RAFTERS TO TOP PLATE. TOENAIL (3) D1.4 6 X 12 c� yr (RB-2) 4x12 1 ;� x i-- 7. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. 12 MM JOIST m TOP PLATE, MAL 8d 0 C (152mm) O.C. . T _ - . e . _ . _... 'hfp+FO e _ ty 23 5 S TRUSSES AT ALL ,q�Q©� vFE, -- -- -- �; + t TOP PUTEs, LAPS AND FACE NAE (2)16d 8. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS, RAFTERS, AND OR 15 � - �' 4 .d P R+TS L NG SHALL BE ON PIECE AND FULL DEPTH OF THE JOIST 14. CONWH IOUS HIEADFR TO STUD, MAIL 16d 0 Ile (4O6mn) O.C. ALM EACH EDGE D l «O (FB-5) 2 X 12 0 16" O.C. D2.0 I I (-" I i OMITTED 15. JOISTS TO PLATE, TOENAIL (3) 8d 1& OONTINUOI;s HEADER TO STUD, TOENAIL (4) se SW24x8-RF 1 N D2.0 L 9. 17. CB.ING JOISTS, LAPS O4ER PARTnLONS, FACE NAIL (3)16d �- x ---� ck� `* 18 S 13.75' X to C3 �...I. LL RES ARE TO BE CONSTRUCTED PER CHAFER 23 OF I& COW JOISTS 10 PARALLEL. RAFIM FACT: NAIL (3)16d fit} cX - - _......._ -U ao 019 THE 1997 UNIFORM BUILDING CODE, UNLESS NOTED OTHERWISE. RAFTER TO PLATE, 1OENAI. (3} 8d 1 11 � 3 - -` t.. '- 11• PROVIDE STANDARD JOIST HANGERS AT ALL JOIST TO FLUSH FRAMING, UNLESS 2D, 1' (25mm) BRACE TO EACH STUD AND PUTS FACE NAIL (2) 8d (N) 204 STRING-' 4 ., 21. 1 x8' (25mm x 2O3rmt) MAIM OR LESS TO EACH BEARK FACE NAIL (2) 8d NOTED OTHERWISE. A5.0 11.5' 16 O.C. - - is I c7 C3 -- to 12. ALL FLUSH FRAMED BEAMS TO BE HUNG FROM FLUSH FRAMING WITH SIMPSON 22. WIDER THAN 1"x8" (25rmt x 20m) SHE 1HK TO EACIH BEARING, FACE NAIL (3) 8d 23: BUILT-UP CaER snms 16d o 24" {6lonmt} O C c i v HUTF HANGERS, UNLESS NOTED OTHERWISE. -1 } 3 1 /2 X 11 7/8 PSL - / 6236 C 4x4 4x4 24. OL T-UP COLDER AND BEAMS 2Dd 0 3Y (M3rfm,) O.G AT TOP AND 13. PROVIDE SIMPSON LB OR JB HANGERS AT FLOOR JOISTS TO FLUSH STEEL p`T- 80TTOM AND STAOGM (2) 20d AT ENDS AND AT HACK SLEE BEAMS (TAC-WELD), UNLESS NOTED OTHERWISE. QUO i 14. ALL HARDWARE IS TO BE SIMPSON STRONG TIE QR EQUNALENT. 25. 2" (51rmi) R*A(S (2)16d 0 EACH ffAR61G $ 16 D2.0 � 15. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR 1X T&G SHEATHING. D1.4) 10 02.0 l 26. WOW � PANL1,".i AND PARTXIEBOARD 2 SL RDOR, ROOF AND WALL SFEATIOIG (TO FRAM): (1" 25 ftm) 16. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE „ 5 (FB-4) 2 X 10 0 24 Q.G. t/2" AND LESS 6d 19r3/4' 8+ CR 6d3 1 6d SHEATHING. [CBC 2506.41 D2A 7 1 1/6" - 1 1/4' IOd4OR 8d3 1.2 2.5 COMOIN3 NA � R-UNDIRAWff (TO FRAr�arc) �, d TYP , � # 1 2 - IM'.• W LS 7 (g .y t� 8d C.J. 2 X 10 0 24" O.G. tOd40R 8d� J w V. P (TO �) 6d �16r C4 5/8" m� OR LESS 8d S1 A CONNECTION NAILING 10 28. FN3ER8QARD 5NEATtM+IG � N D2.Q NO. 11 GA S W Q 16G PA 25/32'(„) ND, 11GAIn FRAMING NOTES 16 `c F N 29. IHtERIOR PAlA1JNG % 2001 MODIFIED CALIFORNIA BUILDING CODE SHEAR WALL SCHEDULE ` 17 s ALLOWABLE 4 i_._ D2.0 1. COMMON OR BOX NAILS MAY LE USED EXCEPT WHERE OTHERWISE STATED. 8 4 " G.J. 2 X 10 0 24 O.G. 2. NAILS SPACED AT 6 INCHES (152mm) ON CENTER AT EDGES 12 INCHES (305mm) AT INTERMEDIATE SUPPORTS EXCEPT 6 9 SHEAR WALL NO. APA RATED STRUCT. 1 COMMON NAIL SPACING Ili SHEAR / FT SLIDING ANCHOR SYSTEM INCHES (152mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (122cm) OR MORE. FOR NAILING OF WOOD STRUCTURAL POD PANEL EDGES AND WOOD STUDS 016' O.C. PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 23143. NAILS FOR SHEATHING MAY BE to THICK BOUNDIES, U.N.O. 5/8*0 A.B 16d 1/2'ri LAG COMMON, BOX, OR CASING it FIELD NAILING i SPACING OR EQUIV. COMMON NAIL SCREW 3 _ 5 � 3 COMMON OR DEFORMED SHANK A t2" O.C.3 SPACING SPACING A5.4 C.J. 2 X 1Q � 24" O.C. D1,0 4. COMMON & SHANK V c 11184 V=450 2x SOLE PLATE ONLY 2x SOLE PLATE ONLY 7� Q�Iry DEFORMED 6. CORROSION -RESISTANT SANG OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 2325.1. 3x SILL I 4x6 A ry � 7. FASTENERS SPACED 3 INCHES (76rnm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152mm) ON CENTER AT INTERMEDIATE Va1520 W121 V=121 4.5' } Q5' 4 SUPPORTS. 4 18, CORROSION -RESISTANT ROOFING NAILS WITH 7/1C DIAMETER (11mm) HEAD AND t 1/2' (38rrrm) LENGTH FOR 1/2' (13mm) (MIN. 4' 10 nP. N SHEATHING AND 1 3/4' (44mm) LENGTH FOR 25/32 (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTIONPENETRATION TO MIN. 4 D2,4 Q cs, x 6 2 2325.1. 4, A y0 D2.0 39. CORROSION-RESISANT STAPLES WITH NOMINAL 7/16' (Timm) CROWNI AND 1 1/8" (29mm) LENGTH FOR 11T (13mm) SHEATHING AND 1 1/3' (3&rmr) LENGTH FOR 25/32' (2Dmm) SHEATHING CONFORMING TO THE REQUIREMENTS OTHERWISE MARKED. CASING O.C. 0. C. D.C. QG 48 4 X 12 �4 OR FINISH NAILS SPACED 6' (152mm) ON PANEL EDGES. 12' (305mm) AT INTERMEDIATE SUPPORTS 7/8' STUCCO NO. 11 G.A. 0 60' A35 0 60' O.G 16" 60" s s ( 1 1 �� 1t1 PANEL SUPPORTS AT 16' (4O6mm) (ZO" (50&nm} IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL. UNLESS INTERMEDIATE SUPPORTS. 6' D.C. /� 15/327 8d iD 6' O.G 210/FT. 5,r A32,01! 0 6' 48' X X - it. PANEL SUPPORTS AT 24' (610mm). CASING OR FINISH NAILS SPACED 6' (152mm) ON PANEL EDGES, 12' (305mm- AT t� ^/ l B 1 15/32' 8d 0 4' O.C. 320%� '8 16 0 C. 4" 32' INTERMEDIATE SUPPORTS 2 �^ 1 02.4 ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING 1,2 15/32" 8d O O.C.410/FD: 3' 414w • 24! 02 A5.O A5.4 , N 12" O.O.C.3• MINIMUM NET THICKNESS OF LUMBER PLACED 15%32' 8d 0 2' O.C. 550/FT: 32' $ 5 0 2 1/2' 18' PERPENDICULAR TO SUPPORTS CAGONALI.Y 10 SUPPORTS f U \ SPAN (INCHES) X 25.4 FOR (min) X 25.4 FOR MM E 15/3f 8d A 2" O.C. 650/F7 26' 8" 0. C. SURFACED DRY 3 SURFACED UNSEASONED SURFACED DRY3 SURFACED UNSEASONED FLOORS 1. FRAMING AT FOUNDATION SILL PLATES AND ADJOINING PANEL EDGES SHALL BE IN SINGLE 3-INCH NOMINAL MEMBER AND 1.24 3/4 25/32 3/4 25/32 ALL NAILS SHALL BE STAGGERED. 2-INCH NOMINAL SILL PLATE MAY BE USED AT UPPER LEVELS. 1/2' EDGE DISTANCE 2.16 5/8 11/16 5/8 11/16 REWRED AT 3x BOUNDARY AND PANEL EDGE MAMBERS OF THESE WALLS ROOFS 2. SIMPSON BP 5/8' BEARING PLATES (LARK 25293), OR EQUAL, SHALL BE USED WITH 5/8' A.B. 5/8' SIMPSON AGE -ALL ANCHORS (LARR 24682) MAY BE USED IN LIEU OF 5/8' A.B. AT EXISTING FOOTING WITH SAME SPACING 3< 24 5/8 11/16 3/4 25/32 PER TABLE ABOVE INSTALLATION DETAILS SHALL CONFORM 10 SECTIONS 2326.1 AND 2326.128 FOR FLOOR AND ROOF SHEATHING W-TEC11yFLY. 3. ALL SILL NAILING SHALT. BE STAGGERED 1/2" MINIMUM. (TYPICAL). FLOOR OR ROOF SHEATHING CONFORMING WITH THIS TAME SHALL BE DEEMED TO MEET THE DESIGN CAA OF SECTION 2322. 4. WHEN A SHEARWALL IS SPECIFIED ON BOTH SIDES OF WALL, ALL SLIDING ANCHOR CONNECTORS SHALL BE ATTACHED MAXIMUM 19 PERCENT M06M CONTENT WITH SPACING FROM THE TABLE ABOVE TO BE REDUCED BY HALF. FRAMING PLAN Scale: 1/4"0033 '-Q" Z ROOF F MI G PLAN F1e1e:1/3"`1`°. '1 NAILING' SCHEDULE SHEAR WALL SCHEDULE Ftle. 60033 A FP 600 3 A FP 0 1A I "kak a 0 11 t 1L vi 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains infatuation proprietary to ForPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction. or review for this site herein. This document or We contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Croup. Consultant: Seal: WALLY GUERRA RESIDENCE 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Description 1 8 18 05 BLDG. DEPT. CORRECTIONS 2 9/9/ 05 BLDG. DEPT. CORRECTIONS Proiect No: 60033 CAD File Name: DIOSO-S2-0 Drawn By: Checked Lay: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18 05 Scale: AS NOTED Sheet Title: FRAMING PLAN TO JOB SITE VINIRCATIONS s r i ASPHALT SHR. WALL DRIVEWAY --- CONIC. SLAB T --- 16d PER SHEAR /�� SHR. WALL PER PLAN { �- 16d PER - PER PLAN �. WALL SCHEDULE `, '�� PER PLAN i S.W. SCHEDULE ----- POST PER PLAN EXTERIOR STUCCO a/ 15# FELT -- - INTERIOR -- PLYWOOD SHEATH'G \ E N " i -- B.N. f 26 GA, G.i, STUCCO FINISH -- N I PER PLAN B.N. WEEP SCREED w f 1 j4" 0 - - - EXTERIOR �` 7..MBED - �, E E.N. FTG A MIN O F HOLES AT 36" O.C. STU ALL D , W 117" i ��I 12" INTO NATURAL QR SIMPSON CBS44 BASE 1� A35's PER SHk. SCHED. COMPACTED FILL I 1 z - I ! A35 s PER SHEAR z ! ___ 1 CLR. TO CQNC, FLR 4 MIN. TO GRADE-----) �� WALL SCHEDULE 2 MIN. TO CONC. cy 1 ; OR 24" O.C. /� °aF.J. l CONIC. FOOTING i '� , `T '` PER PLAN d--5f8 dio. A.B. PER SHR. SCHED. W/ 1-#4 T&B E.N f. 1 --FLR JSTS jj <. 777z z j cv f ® 1! 4l CONCRETE PER PLAN 1 " ( 2 /� / '� T SHR. WALL im (N) CONIC, FTG. W/ �- i � I _ FOOTING _ 2x BLK'G PER PLAN �- 1-#4 T.&B. 0 48" O.C. � -_�- ; SIZE PER PLAN 15 _ EMBED FOOTING A MIN. OF 18" INTO NATURAL SAIL I Scale: N.T.S.20 FLOOR D ETAI T scale: N.T.S. INT. F TI D A Scale: N.T.S. '1 FOOTING PAD DETAIL Sale: N.T.S. STUCCO" SC T T D DETAIL Scale: N.T.S. File: c File:File: File: - EXIST'G NEW SHEAR WALL ------16d PER SHEARWALL SCHEDULE SHEAR WALL T�-------16d PER SHEARWALL SCHEDULE PER PLANS ,: A35 PER SHEARWALL PER PLANS �T� N A35 PER SHEARWALL FLR SHTH G BN �_--� SCHEDULE SCHEDULE ^- - PER PLAN EN EN lk _ (E) FLR JSTS PER PLAN, --- :...._�_ - BEAM `u PER PLAN PER PLAN \ B N , (N) 2x FLR JSTS PER PLAN ; ! F ��' { — LOQR SHEATHING i �- - -�--- FLOOR SHEATHING �T PER PLAN T PER PLAN -• 2x FLOOR JOISTS -�� -"---- -- (E) FLOOR JOISTS --SIMPSQN A35 EA, / SIDE OF BEAM PER PLAN ~ r PER PLAN EN i EN - (N) 2x LEDGER W/ rr of " f 8 DIA. A.B. 0 4 -O O.C. & 12 —_ �s /8 DIA. A.B. PER SHR WALL 3-16d f� 16" Wj ? ROM EA. END W/ 7" EMB. (U.N.O.) z SCHED. &EPDXY Wj SIMPSON `x� z g LUS HANGER & SIMPSON BP-5 8 PL / ! ET-22, W MIN. 4 Y4" EMB. % 00 r «� 0 i & SIMP. BP-5/8. ICBO 4945 --- SIMPSON HANGER Co �� Lk 1 L 1 \ PER PLAN - -� CONIC. FOOTING W/ 1 #4 T.&B. - (E) CONC. FOOTING (E) CONC. FOOTING-_____-___ 2 BOLT # 1 TOP ----- BEAM PER PLAN - ,77 POST _ oo PER PLAN , EMB. FTG MIN. 18" j - r , , INTO NATURAL SOIL all 111111 DETAIL Scale: N.T.S. T EA DETAIL. Scale: N.T.S. , F TI DETAIL Gale: N.T.S. ,1,1 FO TI G DETAIL N.T.S. 7 FO TI N G DETAIL Scale: N.T.S. File: sca File: File: File: ---- - SHEAR WALL - -- ---- _______ 16d PER SHEARWALL SCHEDULE 4x POST ABOVE - -_----- PER PLANS V "� A35 PER SHEARWALL SIMPSON A35 EA. SIDE �, N SCHEDULE EN ' 16d PER SHEAR --_ SHR. WALL PER PLAN I_._�..___.... _ DBL. 2x BLK'G - ' r- FLR. JST. WALL SCHEDULE ' -- 1 FLOOR SHEATHING :, / PER PLAN -----POST PER PLAN 2x JSTS FLOOR SHEATHING - 1, i PER PLAN --- PER PLAN PER PLAN �- PLYWOOD SHEATH G B. N. ! �� / BN PER PLAN / i` DOWEL 2-#4 0 EA.-- , E.N. -r - - 2x FLOOR JOISTS ;f. SIDE OF PAD. EMB. PER PLAN MIN. 4" & GROUT Wj --- SIMPSON CB EN EMBECO 636 f T A35's PER SHEAR _-- { __- 5/8" DIA. ANCHOR BOLT 0 PIERS w/ - - E FOOTING () WALL SCHEDULE a r SHRWL w MIN. 7" EMBED. 0 12" j REBAR PER PLAN --1 \ OR 24" O.C. 3 FROM EA. END PROVIDE SIMPSON -- -- li �I i 00 BP-5/8-2 1 � =A �--} E.N. 1 ` CONC. FOOTING W/ 1-#4 T.&B. 1 r- - --- SIMPSON LUS FLR JSTS '' _ 2 BOLT # 1 TOP - --- ---- -- - z # ® ! # BEAM HANGER PER PLAN - - - PER PLAN /1 ' SHR. WALL- ! ! ry i ��- UJ PER PLAN - --- - v _ _ e _ _..._ _. r� SIZE PER PLAN EMB. FTG MIN. 18 --- - INTO NATURAL SAIL---- ���� -----; �T - SIZE PER PLAN --- FLOOR BEAM DETAIL 1e: N.T.S. ,,IB FTOOR DETAIL Scale: N.T.S. ,I� FOOTING DETAIL N.T.S. FOOTING PAD DETAIL le: N.T.S. 8 FOOTING PAD DETAIL Scale: N.T.S. 2 ���1e: ; NOTE: ALL EPDXY EMBEDS TO BE INSPECTED HOLD DOWN ANCHOR DIA STUD BOLTS EDGE DISTANCE Ed EMBEDMENT HOLD DOWN ANCHOR DIA. STUD BOLTS EDGE DISTANCE Ed EMBEDMENT PHD2/HD2A 5/8° 2- 5/8' 1 3/4" 12" PHD2/HD2A 5/8" 2- 5/8" 1 3/4' lo' EXIST'G FTG. NEW FTG. PHD5/HD5A 5/8' 2- 3/4' 1 3/4" 16" PHD5/HD5A 5/8" 2- 3/4" 1 3/4" 1o' T ----4x POST HD6A 7/8' 2- 7/8' 1 3/4' 24" PHD6/HD6A 7/8" 2- 7/8" 1 3/0 15'--- _ HD8A 7/8' 3- 7/8' 1 3/4" 24" PHD8/HD8A 7/8" 3- 7/8' 1 3/4' 215" HTT16 5/8' 18-16d 1 3/4" 12' FLR. JSTS r---FLR SHTH'G - ----SHEAR WALL HTT22 5/8' 32-16d 1 3/4" 24' i PER PLAN - __-____ I PER PLAN B.N. PER PLANS SHEAR WALL - 4x POST SHEAR WALL ~` . - 4x POST PER PLAN - T -------INTERIOR FINISH PER PLAN r %'J INTERIOR FINISH i ' SIMPSON HDA --2x4 PRESSURE TREATED DOUGLAS FIR SIMPSON HDA � -2x4 PRESSURE TREATED DOUGLAS FIR ( PER PLAN-----� _. o � i PER PLAN------_____ , MST STRAP ------- % I `' --SIMPSON SSTB ANCHOR BOLT PER PER PLANS ALL -THREAD i" TABLE W/ SIMPSON CNW COUPLER ANCHOR _ _- 2 BM PER --- --- I PLAN „ PROVIDE 8d 0 4 Q.C.----_- «•- POST ' '` , r SHEAR NAILING FULL HEIGHT OF 4x POST SIMPSON SET ADHESIVE------ ANCHOR PER HD SCHED.ICBO 5REQ'D. :. , . ;:. ,° _ " DOWEL 1-#4 TOP & BOTT. x 24 LONG ` SPECIAL NEW TO EXIST'G FTG. MIN. 6" EMB. & EPDXY W/ SIMPSON ET-22. ICBO #4945; LARR 25185 FLOOR DETAILFile: Scale: N.T.S. 17 L STRAP Scale: N.T.S. 13 A L Scale: N.T.S. L �� Scale: N.T.S. FOOTING D T 1 Al L Scale: N.T.S. File: File: File: File: DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 691-4696 Fax (562) 691-5245 This document contains information proprietary to Farpanta Design Group, and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: r'r IS T �, SQ a� 0CF1 civ�L 4�\� `�r�rfio 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 No Date Issue/Description / 1 \ 8 18 05 BLDG. DEPT. CORRECTIONS Proiect No: 60033 CAD File Name: DIOSO-D1-0 Drawn By: "i " Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18/05 Scale: NOTED Sheet Title: DETAILS ("��D 1 m 0 L ALL DNENSIONS ARE SUBJECT TO JOB SITE vERIFlCATIr J. 71 BM PER BM PER PLAN PLAN SHR. WALL 1_1 WALL SHEAR BEAM PER PLAN 16d PER PER PLANS _iA PER PLAN 16d PER SHEAR S.W. SCHEDULE (E) FLR SHTH'G —SIMPSON PC COLUMN CAP B.N. LSTA30 @ 48" O.C. - WALL SCHEDULE 0 32 o.c. PLYWD SHTH'G PER PLAN E. N. RAFTERS WALL STUDS LUL --*---------KING POST PER PLAN B.N. FLR SHTH G PER PLAN PER PLAN ` _2x STUD FA. SIDE X PER PLAN OF POST W/ 6-16d r, -_ — E.N. It 11 A I POST PER NAILS TO POST A35's PER SH. SCHED. PLAN (E) FLR JSTS.-- SIMPSON PC 5/8" DIA. A.B. W/ SIMPSON —COLUMN CAP ET-22 EPDXY, W/ MIN. 4 EMB. (N) 2x LEDGER W/---/ SPC'D AS REQUIRED 3-16d 7775� -7 LSIMPSON LUS HANGER BM PER ---(E) FOOTING PLAN t0%j%"')T—rBEAM DETAILFile: Scale: N.T.S. zu FuuTINuloft DElm AILFile: Scale: N.T.S.1 KIN%G` POST DETAILFile: Scale: N.T.S. A 0%12 FLUO"U'R DETAILFile: Scale* N.T.S. rill, RIDU#"%E DETAILFile: Scale: N.T.S. 41 SHR. WALL 2X BLK*G 2x BLKsG SHR WALL 2X BLK G * PER PLAN _W 16d 0 6" 0 48" O.C. PERPLAN f-W/ 16d 0 6" A35's PER SHEAR 2 1/4" RAFTERS FINISH NAIL--\ SHR. WALL PER PLAN B.N r WALL SCHEDULE ROOF SHETH'G RAFTERS PER PLAN PER PLAN B.N. PER PLAN 1" TREAD 16d PER PLYWD SHTH'G PLYWD SHTH'G V 6CC SINKER S.W. SCHEDULE PER PLAN FLR SHTH'G B.N. J PER PLAN ;AN PER PLAN A35's PER SHEAR 7 B.N A35's PER SHEAR E.N. WALL SCHEDULE 16d WALL SCHEDULE 16d PER PLAN (E) FLR JSTS. B.N. n 3-16d @16" O.C. > 16d 0 6"---\ WALL SCHED. PER PLAN 16d 0 B.N. WALL SCHED. 2X LEDGER R — 2X LEDGER W/ 3-16d 0 GLUE W/ 3-16d 0 BLOCK A35's PER S4. SCHED. 16" & LUS (N) 2x FLR JSTS. E.N. I 16" & LUS B.N. HANGER. E.N. gir B.N, HANGER E.N. B.N. 3/4- RISER 5/8- DIA, A.B. W/ SIMPSON SET RAFTERS EPDXY, ICBO #4627, MIN. 5- EMB. PER PLAN (N) 2x1 2 LEDGER W/ SHR WALL WEDGE LUS HANGER E.N.i 7 PER PLAN E.N.1- 6CC SINKER SHR. WALL JOISTS ZBEAM SHR. WALL JOISTS ZBEAM PER PLAN (E) FOOTING PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN W/ LUS HANGERS Z2 W/ LUS HANGERS TREAD/ RShER DET IL Scale: N.T.S. AM& j"% il 011111k FL(J%JKuETAIL Scale: N.T.S. 15 FLUOR D"ETAILFil.: Scale: N.T.S. KWUF DETAIL Scale -N.T.S. 0q&,f% Wft noq, 7 FUJUK DETAIL Scale: N.T.S. File: File: File: File: DBL TOP PL W/ 4 --� EDGE NAILING SEE DETAILS 191 y JOISTS ST6236 STRAP (BOTH SIDES) IF BEAM BROKEN RF SHTH'G 0 POST BM PER PLANS 2x14 STRINGER A35's PER SHEAR PER PLAN @ 16" 0. C. 2x4 STUDS @ 16" WALL SCHEDULE ROOF SHETH'G W/ FIELD NAIL'G­__ PER PLAN RAFTERS 9" MIN. 4x POST PER PLAN 10 EDGE NAIL B. B.N. �--7 7—,-7 TREAD 3x 0 ALL PANEL X W < Uj EDNG S W/ EDGE— FLR SHTH'G -- E.N. G AIL� PER PLAN U) cr- PLYWOOD SHEAR 00 PANEL PER SCHED. 4 L E.N. SIMPSON CC SIMPSON EPC E.N. COLUMN CAP COLUMN CAP HOLDOWN PER PLA�l __CLG JSTS PER PLAN RAFTERS PER PLAN WHERE OCCURS L L L \--A35's PER SHEAR POST POST SHR WALL PER PLAN WALL SCHEDULE PER PLANS PER PLANS 2x 3 BLK'G @ L FLR JOISTS PA2. EDqES W/ SHEAR WALL 1> -4_ PER PLAN 548" dia. A.B. PER EDGE NAIL G PER PLAN SHEAR WALL SCHED. SEE SHEAR WALL SCHED. FOR NAIL -A SPACING. STAIR SLTRING%ER DET ILFile: Scale: N.T.S. 18 SHEAR WALL DETAILFile: Scale: N.T.S. JV% 14 ROOF DETAILFile: Scale: N.T.S. I U R%00F DETAILFile: Scale: N.T.S. POST —BEAM DETAILFile: Scale: N.T.S. PLYWD SHTH'G 4-16d PURLIN SAME ROOF RAFTERS S H R WALL SIZE AS ROOF SHEAR WALL RAFTER PER PLAN PER PLANS PER PLAN 16d PER SHEAR - WALL SCHEDULE SHR. WALL PER PLAN 16d PER SHEAR F PLYWOOD SHTH'G PER PLAN WALL SCHEDULE PLYWOOD SHEATH'G B.N. PER PLAN B.N. DRAG STRAPS AT BREAKS. — -i E.N. USE ST6236 STRAPS U.N.O. PER PLAN. B.N. FLR SHTH'G 7 7 —77 7 7 Z 7 Z 7 7 7 7 STRAPS TO BE SIMPSON OR EQUAL PER PLAN 2x4 KICKERS I E.N .1 @ 4'-0" O.C. T3Y EA. SIDE — — — — — — — OF KICKER F_ 16d @ 6 A35's PER SHEAR WALL SCHEDULE OR 16" O.C. T - — — — — — — — — 2X CLG. JOISTS RAFTERSE.N. PER PLAN FLR JSTS \---(N) PER PLAN PER PLAN BM PER SIMPSON LUS 2x LEDGER SHR. WALL BEARING WALL PLAN HANGER PER PLAN W/2-16d 0 16" PER PLAN J J� RID00%E DETAIL Scale* N.T.S.Scale: 17 DRAG STRUT DETAIL N.T.S. 13 FLU%JR DETAIL",,,' Scale: N.T.S. 9 #W% ROOF DETAIFile:5 Scale: N.T.S. FL R DETAIL Scale: N.T.S. File: e. File: DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel. (562) 69IA696 Fax (562) 691-5245 This document contains information proprietary to ForPointe Design Group. and is fumished in confidence for the limited purpose of evoluation, bidding, construction, or review for this site herein. This document or it's contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: M; WALLY G"WERRA RESIDENCE 1035 W. WALNUT ST.. SANTA ANA, CA. 92703 — o Da --------- - -- I ---------- Nte Issue/Description 1 8/18t DG. DEPT. CORRECTIONS 9L9L05 BLDG. DEPT. CORRECTIONS Project No: 60033 CAD File Name: DIOSO-D2-0 Drawn Py: 47 Checked By: KIM KOCH Phase: BLDG. DEPT. SUBMITTAL Initial Issue Date: 7/18/05 Scale: NOTED Sheet Title: DETAII UO3 Drawing No: v V y y ULNU ALL DIMENSIONS ARE SUBJECT TO JOB SITE VERInCAT �a In C1 C1 Q 911;'111-ill ;1 ........... LL I DESIGN GROUP 1039 W. Whittier Blvd. La Habra, Ca. 90631 Tel, (562) 691 A696 Fax (562) 691-5245 This document contains information proprietary to ForPointe Design Group. and is furnished in confidence for the limited purpose of evaluation, bidding, construction, or review for this site herein. this document or It's contents may not be used for any other "'Toee and may not be reproduced or disclosed to others without the prior written consent of ForPointe Design Group. Consultant: Seal: Project: WALLY GUERFN^DA R Pro S I D E N(%; Em 1035 W. WALNUT ST.. SANTA ANA, CA, 92703 No Date issue/Description 0/10/05 BLDG. DEPT. CORRECTIONS 2 9L9105 BLDG. DEPT. CORREMNS :Irol2et No: 60033 ,AD File Name: DlOSO—D3—O )town L.- ZL- 3hecked By: KIM KOCH 'hose: BLDG. DEPT. SUBMITTAL nitial Issue Date: 7/18LO5 Scale: NOTED Sheet Title: DETAILS D3.0 A2 IL MMONS ME SUBJECT