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HomeMy WebLinkAbout10146405.pdfSITE PLAN SCALE: 3/32"' --r-O" 1 Ir. I ,r'-,1 I --A.PROPERTY L111 4 ;r X m EXTENT OF ROOF NEW COVERED PATIO AREA (10S $0 FT.) - -1 i I I I `ADDITIC I ' ' < GARACsE I t3�g, sa EXTENT OF ROOF -� I I I 41=5" I I� I IS' EXISTING: { GARAGE AREA I I (369 SO. FT.) 0 EXTENT OF ROOF I I I I J EXTENT OF ROOF - - - - - - - I ( d: I I N r I z EXISTING I '� RESIDENCE { I I I----) I I I I { I { I { { I { I I E UT TYPE. L ELECT ILL ERMIT# �� v k- � COS S T R, T I E CLUE EI T I ON - FLOG ZONE r FLOOD ZONE CERTIF, REQ'D YES NO MICROFILM s' ARCHITE(C'MRIMAL C0>a VIF1 kId a s s ' T�ea s a�j saTM+ z 3 e a, O i x t�zs GPlans x� d rum x z e ,r IIg.,.` ,o-qrguonq an same 0i,y of Santa Aria. 13 ,nna acceptance f thts p3an and spy d5 .,` l,'on� HALL I T T 1� held to permit nor ba an aP p} I f t1 �aen3 tlnn f anV provisions of ANY Ci roar State Law. 1 ACCOP118d EB�41 Date CITY OF SA ETA ANA Date Issued PROPERTY LINE C(es100') FACE OF CURS It, FLOWER STREET IT-3" ARCHITECTURAL NOTES 1. OCCUPANCY TYPE R 3 PROJECT SCOPE: GARAGE REMODEL. 2. TH15 PROJECT SHALL COMPLY WITH 2O01 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE 1441 UBC, 2000 UM(,, 2000 UFG AND THE 1444 NEC. 3. ALL CONSTRUCTION SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF APPLICABLE CITY, COUNTY, STATE OR UNIFORM BUILDING CODE. 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENCES REQUIRED FOR PROPER COMPLETION OF THE WORK. THE CONTRACTOR SHALL REQUEST ALL INSPECTION5 REQUIRED BY LOCAL GOVERNMENTAL AISM a AND COORDINATE HI5 AORK ACCORDINGLY. 5. THE CONTRACTOR SHALL MAINTAIN THE PUBLIC RIGHT OF WAYS, SIDEWALKS, CORRIDORS, ETC., EFFECTED BY THE CONSTRUCTION, FREE OF SOIL, DEBRIS, TRASH, ETC., ON A DAILY BASIS. CLEAR EGRESS SHALL $E MAINTAINED AT ALL TIMES FOR ALL BUILDING TENANTS, THEIR EMPLOYEES AND GISTS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 51TE CONDITIONS BEFORE STARTING WORK. THE ARCHITEOVENSINEER SHALL BE NOTIFIED OF ANY 0156REPANGY BEFORE STARTING WORK. (TH15 NOTE AL50 PERTAINS TO ALL SUBCONTRACTORS). ALL WORK SHALL EE COORDINATED A1TH RELATED AND/OR ADJACENT WORK, 1. CONTRACTOR SHALL VERIFY AT THE 51TE OR STRUCTURE, ALL NECESSARY DIMENSIONS AND CONDITIONS PERTAINING TO HIS WORK AND SHALL BE RESPONSIBLE FOR ALL AM UNDER HIS CONTRACT INCLUDING ALL WORK BY APPROVED SUBCONTRACTORS THE CONTRACTOR MAY REQUIRE IN THE PR06RESS OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DELAYS CAUSED BY NEGLECT OF HIMSELF OF THOSE UNDER HIM BY CONTRACT OR OTHERWISE. S, ANY ERRORS, AM13I6UITIES AND OMISSIONS IN THESE DRAAIN65 AND/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT/EN61NEER FOR CLARIFICATION OR CORRECTION BEFORE ANY PART OF THE AORK 15 STARTED, UNLE55 EXPRE55LY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTORS FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES, AND/OR OMI5510N5 MICH SHOULD HAVE BEEN DISCOVERED DURING PREPARATION OF THE BID ESTIMATE AND DIRECTED TO THE ARCHITECT/ENGINEER'S ATTENTION IN A TIMELY MANNER. 1. NO HAZARDOUS MATERIALS, L10JID5, OR CHEMICALS SHALL BE STORED OR USED Y41THIN THE ACT BUILDING AS TO REQUIRE A HAZARDOUS CLAS51FICATION PER THE UNIFORM BUILDING CODE. 10. ALL INTERIOR WALL AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO MICH THEY ARE SUBJECT BUT NOT LESS THAN A FORCE OF 5 POUNDS PER 5WARE FOOT APPLIED PERPENDICULAR TO THE AALL5. 11. LIGHT, VENTILATION AND SANITATION SHALL COMPLY AITH SECTION 1205 OF THE 1441 UNIFORM BUILDING CODE. 12. APPROVED ADDRESSES SHALL BE PLAINLY V151BLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY, UBC SECTION 502. 15. ALL DAMAGED WORK SHALL BE PATCHED OR REPAIRED BY THE CONTRACTOR. ALL REPAIRED SURFACE5. SHALL BE EQUAL TO NEW. 14. ALL YMK SHALL BE DONE IN A QUALITY WORKMANSHIP LIKE MANNER UTILIZING, UNLESS OTHERWISE NOTED, ONLY *A HIGH QUALITY MATERIALS CONSISTENT WITH SPECIFICATIONS AS INDICATED. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AND GOVERNMENT REGULATIONS. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HAN6ER5 OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHING AND ALL OTHER ITEMS REQUIRIN6 THE SAME. I6. SUMTITUTION5 OF ANY ITEM SPECIFIED WITHIN THE CONSTRUCTION DOCUMENTS EXCEPT BUILDING STANDARD ITEMS, WILL REQUIRE ARITTEN APPROVAL BY THE ARCHITECT/ENSINEER PRIOR TO INSTALLATION. 11. THE OANER MAY ORDER EXTRA AORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. It. THE INTENT OF THE DRAA1N65 AND 5PECIFICATICN515 TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 14. ANY ELECTRICAL, MECHANICAL OR PLUMBING WORK MAY REQUIRE A SEPARATE PLAN CHECK AND PERMIT. 20. ALL CONSTRUCTION MATERIALS SHALL BE STORED PROPERLY WITHIN THE DESIGNATED AREAS AS AUTHORIZES? BY THE BUILDING OWNER, TENANT OR ARCHITECT/EN6INEER. THE LOSS OF ALL NEW MATERIALS 15 THE RESPONSIBILITY OF THE CONTRACTOR. 21. THE CONTRACTOR SHALL NOT SCALE THE DRANN65. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. 22. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER %ALE, CEILING HEI6HT DIMEN51ONS ARE FROM FINISH FLOOR TO FIN15H FACE OF CEILING. TYPICAL INTERN DIMENSIONS ARE TO OUTSIDE FACE OF STUD UNLESS OTHERWISE NOTED.. 25. THE CONTRACTOR SHALL SUBMIT SHOP DRAHN65 AND 5AMPLE5 OF NON-STANDARD FINI5HE5 TO THE ARCHITECT/ENGIN R COVERING CABINETRY/MILLYM AND ALL PREFABRICATED ASSEMBLIES PRIOR TO FABRICATION AND INSTALLATION. 24. THE ACT OF STARTING ANY SPECIFIC OPERATION WILL BE DEEMED AS EVIDENCE OF ACCEPTANCE BY THE CONTRACTOR OFr ALL RELATED EX15TIN6 CONDITIONS AS BEING SATISFACTORY FOR $UCH WORK. 25. THE ARCHITECT/EWNEER MAKES NO GUARANTEE FOR PRODUCTS IDENTIFIED BY TRADE NAMES OR MANUFACTURER. 26. PODS, 5PAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPERATE REVIEY6 AND PERMITS.'s 21.115E 2X6 MIN,, STUDS FOR PLUMBING WAILS. 25. CONTROL VALVES FOR SHOVER AND TUB: 514ONER SHOULD BE OF THE PRESSURE OR THERMOSTATIC MIXING VALVE TYPE, SECT 410.1 UPC. 24. MAX. FLCA d RATE STANDARDS SET BY THE GALIFORNIA ENERGY G'OMMISSION: LOA-FLOW TOILETS (1.6 6AL/1-"LUSH), 5FIOY"HEAD5 (2.5 6PM) AND FAUCETS (22 GPM). (CPC 402) 30, ACCESS PANEL (12'xdX) REWIRED FOR TUB TRAP SLIP JOINT OR USE NON-SLIOP (EVIELDED) JOINT. 31. STUCCO LATH AND DRYAALL SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES. 32. WHEN STUCCO 15 APPLIED OVER PLYAOCD, UBG. SEC. 2506.4. 33, SPECIAL INSPECTION REQUIRED FOR EPDXY. 34. EXISTING SEVER LATERAL TO BE CHANGED AND A CLEAN -OUT INSTALLED TO COMPLY WITH CITY STANDARDS IF ANY OF THE FOLLOWING OCCUR. THIS WILL BE DETERMINED BY THE BUILDING INSPECTOR. A. ALTERATIONS TO THE BUILDING SEWER 15 DONE. B. ADDITIONAL PLUMBIN6 FIXTURES REQUIRE INCREASE IN THE BUILDING SIDER LINE. C. WHEN 6 OR MORE FIXTURE UNn ARE ADDED TO AN EXISTING LMM51ZED PLUMBING SYSTEM. D. WHEN IT 15 FOUND THAT THE BUILDING SEWER LINE 15 INSTALLED IN AN ILLEGAL OR UNSANITARY MANNER. E. IF THE AREA OF THE STRUCTURAL REMODEL + ADDITION 15 GREATER THAN 50% OF THE EXISTING AREA. 35. PROVIDE SMOKE DETECTOR5 IN EACH HALLAAY LEADING To SLEEP ROOMS, EACH SLEEPING ROOMS OF NEA AND EXISTING CONSTRUCTION, ON TOP OF STAIRWAY, AND IN EACH STORY. IN NEW CONSTRUCTION DETECTORS TO BE HARD AIRED WITH BATTERY BACK-UP PER UBC 510.4. DETECTORS ARE NOT TO BE LOCATED IN KITCHEN, 6ARA6E OR WITHIN 3 FEET FROM DOOR TO KITCHEN OR BATHROOM OR SUPPLY AIR REGISTERS. ARCHITECTURAL SYMBOL BUILDING 5ECTION A SECTION INDICATOR " A-4 SHEET NICER BUILDIN6 ELEVATION 2 ELEVATION INDICATOR A-3 SHEET NICER DETAIL REFERENCE j ELEVATION INDICATOR ADI SHEET NICER A.B. ANCHOR BOLT ABV. ABOVE BAR RE I NFORGI N6 BAR BD BOARD 5LK6. BLOCKING BLW. BELOW BM BEAM B.N. BOUNDARY NAIL B.W. BOTH WAYS CF CONTINUOUS FOOTING GJ CEILING JOIST CL6. GEILIN6 COL. COLUMN COLA "CITY OF L05 AN6ELE5" CONC. CONCRETE CONT. CONTINUOUS CP CARPET 65M CASEMENT 0 DEPTH DBL DOUBLE OF DOU6LA5 FIR DIA. DIAMETER D5 DOUBLE 5TUD5 (E) EXI5TIN6 E.F. EACH FACE E.W. EACH WAY E.J. EXPAN51ON JOINT E.N. EDGE NAIL EQ. EQUAL FB FLUSH BEAM FIN. FIN15H FJ FLOOR J015T FLR. FLOOR FMG. FRAMIN6 F.N. F1ELO NAILING F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS F.P. FULL PENETRATION FT. FOOT FT& FOOTING 6A. 6AU6EE 6ALV. 6AL.VANIZED &B. GLASS BLOCK 6L5 (SLUE -LAMINATED BEAM 6R. BM. 6RADE BEAM GYP. BD. GYPSUM WALLBOARD H HIGH HDR HEADER H6T. HE16HT HORIZ. HORIZONTAL l,r-. INSIDE: FACE KP KIN6 POST L LENGTH LT.WT. L I &HT WE 16HT MAS. MASONRY M.B. MACHINE BOLT MLB MICRO -LAM BEAM (N) NEW N.G. NATURAL 6RADE O/C ONCENTER O.F. OUTSIDE FACE: P.D. POCKET DOOR PJ POUR JOINT PLT. PLATE PLYWD PLYWOOD P.T. PRESSURE TREATED RB ROOF BEAM REINF. REINFORCIN6 REQ'D RECUIRED RF ROOF RJ ROOF JOIST RR ROOF RAFTER SIM SIMILAR 5IMP. SIMPSON PRODUCT 5L SLIDING 5Q. SQUARE 5 4 P SHELF 9 POLE 55 SOLID STUDS 5TD. STANDARD 5TL STEEL 5W SHEAR WALL THK. THICK T/O TOP OF T5 TUBE STEEL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL A WIDTH W.P. AEAKENED PLANE JOINT W.W.F. WELDED WIRE FABRIC 0 AT O/ OVER W/ WITH �4 OWNER PAUL MILLER 1111 NORTH FLOWER 5TREET 5ANTA ANA, CA. 412106 PARCEL NO: 00201413 TRA: 11005 PROPERTY TYPE: I 51<26: 00201 ARCHITECT/EN6INEER JERRY TUCKER 4 A55OCIATES, INC. 350 EAST IITH 5TREET, SUITE 210 005TA MESA, CA 12621 PH. NO. (4141) 645-2422 PROJECT ANALY515 LOCATION OCCUPANCY GROUP CONSTRUCTION CLA551FICATION 5TORIE5 SHEET INDEX ARCHITECTURAL 5ANTA ANA, CALIFORNIA R-I V-N I A6N ARCHITECTURAL GENERAL NOTES $ 517E PLAN A -I FLOOR AND ROOF PLAN 2 A-2 SECTIONS AND ELEVATION5 ADI ARCHITECTURAL DETAILS 5TRUCTURAL 56N STRUCTURAL GENERAL NOTE5 4 DETAIL5 5-1 FOUNDATION AND ROOF FRAMING PLAN SDI STRUCTURAL DETAILS 502 5TRUCTURAL DETAILS VICINITY MAP APP ` E . PLANN1NG10FV1St0-N,*77 EXISTING LOT = 10,521 50. FT. , STE LD g t EXISTING LIVING AREA - I81q 50. FT.*° .,. .., EXISTING GARAGE AREA = 36150. FT. t EXI5TIN6 FOOTPRINT = 2188 50. FT. (21% OF LOT DATE: : ADDITIONAL 6ARA6E AREA = 35q 50. FT. p-47 A ADDITIONAL PATIO AREA IDS 50, FT. 1"LA NI-N,.. F"1`1,4 L R:EQlAWE ..- VE1,111 NEW TOTAL 6ARA6E AREA = 128 50. FT. CONTACT PHONE (71 7S. CONDITIONS_d 35.. NEW TOTAL FOOTPRINT = 2656 50. FT. (25% OF LOT) E.. lo NEW OPEN SPACE = 1865 50. FT. (15% OF LOT) flINC RCHiTECTS & STRUCTURAL ENGINEERS 350 EAST 17TH STREET. SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NO. DATE: REVISION 1 11-12-04 PLAN CHECK 2 1-1-05 RESUBMITTAL 9 I 1. ALL NEA Ir/ 5 TO BE DUAL GLAZED. / BE TEMPERED SAFETY GLASS. 5. FOR ADDITIONAL IWO SEE DETAILS Il TYR SAVE 9 L I ONTINUOUS RIDGE FORT EXISTING 8 AFTERS, SEE N6 PLAN SCALE: 1/4"= i `-O" POOR 5GHFDULE OPENING SIZE MATERIAL FINISH FRAME - DESCRIPTION NOTES W H TH MATERIAL FINISH I FAIR V-8" 15/4" FIBER6LA56 CLAD Y400D PAINT FRENCH 3,4 NOTES: 1. DOOR HARDWARE TO MATCH EXISTING 2. PROVIDE DEAD BOLT LOCK 3. PROVIDE THROW BOLT AT HEAD 3 SILL 4. GLASS TO BE DUAL d TEMPERED 5. FOR ADDITIONAL INFO SEE DETAILS I WALL LEGEND EXISTING HALLS TO REMAIN EXISTING WALLS TO BE REMOVED NEW WALL. 2x4 AT 16" 0/6 TYP. IS'-2" q'-I" �Q 1 PATIO I NEW A --- - ----------------------------------------- 0 1 I 2-CAR. GARAGE y EXISTING IT-b" CLEAR (EXISTINS) I E- Al in - - A - - - - 1 I zel 16010 METAL SECTIONAL 6ARAGE DOOR B 1 A-2 A-2 I6-2" (EXI5TIN6) bx WALL TO AC 0MODATE bx POST. EXTEND WALL TO END OF EAVE SCALE: 1 /4"= l'-O" �rr� DIMEN510N NOTE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES H K. 1 E WOR BEFORE PROCEEDING WITH T HARDWARE NOTE THE SUBCONTRACTOR SHALL PROVIDE A DETAILED LIST OF ALL HARDWARE, MATERIALS, MANUFACTURER AND CATALOG NUMBERS. SUPPLIER SHALL SE RESPONSIBLE FOR A COMPLETE JOB WHETHER OR NOT LISTED, TYPICAL EXTERIOR MATERIALS STUCCO TRIM: TO MATCH EXISTING WOOD TRIM: ROU6H-5AWN 2x TO MATCH EXISTING STUCf.O: 1/8" THICK 3-COAT SYSTEM TO MATCH EXISTING ROOFING: COMPOSITION OVER 300 FELT PAPER TO MATCH EXISTING PAINTING NOTES APPLICATION: 1. APPLICATION OF PAINT, STAIN OR OTHER COATING MALL BE IN STRICT ACCORDANCE WITH THE PAINTING AND DEGORATIN6 CONTRACTORS OF AMERICA (POCA) "PAINTIN65 SPECIFICATION MANUAL" AND PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. READY -MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUCTION5. 2. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE A PAINTED FINISH EXCEPT If COORDINATED FACTORY FINISH SURFACES. 3. ALL SURFACES TO BE FINISHED SHALL BE GLEAN AND FREE OF FOREIGN MATERIALS (DIRT, 6REASE, ASPHALT, RUST ETC.) 4. APPLICATION SHALL BE IN A WORKMAN LIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE PER THE MANUFACTURERS PRINTED INSTRUCTIONS. APPLICATION MAY BE BRUSH OR ROLLER OR BY SPRAY IF PAINT 15 FORMULATED FOR SPRAY APPLICATION. MATERIALS: I. EXTERIOR WOOD: TWO COATS STAIN, PER (PDCA) AND THE MANUFACTURERS PRINTED INSTRUCTIONS. 5, EXTERIOR METAL: ONE COAT 5EMI-6LO55 ENAMEL OVER ONE COAT METAL PRIMER PER "CA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. 3. INTERIOR FINISHES: REFER TO FINISH SCHEDULE ON DRAAIN65. BUILDING PAPER NOTE5 (15 LB FELT MIN): FEDERAL SPECIFICATION UU-B-140. INSTALL UNDER EXTERIOR SIDING AND TRIM AND If APPLY SO AS TO FORM A WATERTI61-IT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PA55A6E OF WATER BEHIND THE FRAME. INSTALL q" M015TOP FLASHING PAPER AT EXTERIOR DOOR AND WINDOW FRAMES PER AINDOA AND DOOR MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. ROOF NOTES I. PROVIDE 6.1. VALLEY FLASHING WHERE ROOF PITCHES CHANGE. 2, PROVIDE 6.1. FLASHING AT ALL ROOF TO WALL INTER5ECTION5. 3. CONTRACTOR SHALL PROVIDE ADEQUATE ATTIC VENTILATION IN ACCORDANCE AITH THE ATTIC CALCULATIONS HEREIN AND PER. THE lggl UBC. 4.6UTTER5 AND DIVERTER5 ARE TO BE PROVIDED BY CONTRACTOR, A9 REQUIRED. ATTIC VENT CALGULATION5 PROVIDE 150. FT. OF VENTILATION PER 500 50. FT. OF ATTIC SPACE PROVIDED BY VENTILATORS LOCATED IN THE UPPER 1/3 OF THE ROOF AITH THE BALANCE BEING PROVIDED IN THE LOYCR I/3 OF THE ROOF, PER U.B.C. SECTION 1505.3. NOTE: TYPICAL TYPES OF H16H AND/OR LOW VENTILATION ALLOPED: I, GABLE END VENTS (14"Ab") = 0.80 50. FT. (14"x24") = 1.16 50, FT. 2. RAFTER/TRUS5 EAVE BLOCKS A/ (4)-2" DIA. HOLE/VENTS (AREA: 0.0blO 50. FTJBLOCK): PROVIDE AT A RATE OF I IN EVERY 3 BAYS. 3. SCREENED VENTS (AREA: O36 S.FJVENT, VERIFY YV/ MANUFJ PROVIDE AT A RATE OF NO MORE THAN I VENT IN 3 SAYS. 4. ROOF DORMER VENTS TO BE LOW SILHOUETTE 6ALV. 5TL. COMPOSITION 5HINGLE (CLA55 C MIN, ROOFING SHINGLES SHALCBE INSTALLED MR NRCA AND THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS OVER FELT UNDERLAYMENT OVER PLYAOOD SHEATHING, 1. NAILS: NONCORROSIVE (PREFERABLY COPPER) 11 GAUGE, 3/8" DIAMETER HEADED, LENGTH TO 61VE PROPER PENETRATION. 2. FELT UM+DERLAYMENT: ONE LAYER 15 LB FELT APPLIED AND LAPPED PER THE MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS, 3. LINE VALLEYS AITH 36" WIDE ROLL ROOFING 50# OR HEAVIER UNDER 5HIN6LE5 AT ALL VALLEYS. 4. AT VERTICAL SURFACE, EXTEND BASE FLASHING AT LEAST 6 INCHES U' AALL, 6 INCHES UNDER SHINGLE, COUNTER FLASH AS REQUIRED FOR AALL FINISH MATERIAL. 5. VERIFY INSTALLATION WITH NRCA "ROOFIN6 AND AATERPROOFIN6' MANUAL AND MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. CAULKING AND SEALANT NOTE5 CODES AND STANDARDS: A, SEALANT AND AATERPROOFERS INSTITUTE (SWI). B, NATIONAL ROOFING CONTRACTOR5 ASSOCIATION WA) "ROOFIN6 AND AATERPROOFIN6 MANUAL:' INSTALLATION: INSTALL PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. SEALANT LOCATIONS: 1, NON-POROU5 5URFACE5 SUCH AS 6LA55, METAL, CERAMIC TILE AND PLA6TIC, 2. POROUS SURFACES SUCH AS BLOCK AND CONCRETE. 3. LOCATIONS 5UCH AS CERAMIC TILE, PLUMBING FIXTURES, AND OTHERS V*ERE MILDEW RE51STANT SEALANT 15 REQUIRED. 4, LOCATION Y*IERE H16H DEGREE OF MOVEMENT 15 ANTICIPATED. 5. JOINTS AND CRACKS AROUND WINDOAS, THRESHOLDS, DOOR FRAMES, WALL PENETRATIONS, CONNECTIONS AND OTHER JOINTS NECESSARY TO SEAL OFF BUILDING FROM OUT51DE AIR AND MOISTURE. 6. ALL JOINTS NECESSARY TO MAKE THE BUILDING WATERTIGHT AND TO PREVENT THE PASSAGE OF DIRT, DUST, AND, AIR OR RATER. Ur-j-� INC ARCH/TECT5 & 57RUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 FAX (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NO. DATE. REVISION I 11 =1 t A541KW4ffi@WN5 2 1-1-05 REESUE3MITTAL PROJECT TITLE M I LLf=R 6ARAC7E 'r�Z M0 Df=L 1711 N. FLOAER 5TREET SANTA ANA, 0A. 412106 PROJECT NO. 04-1211 SHEET TITLE: FLOOR FLAN R00F FLAN STAMP S °AR * C-2681� 6-30- .� N RENE OAT Q� DRAWN BY T.G.L. CHECKED BY' J.T. SCALE AS NOTED PRINT DATE'. 1--i-OS SHEET NO. A-1 r.o.c. — SCALE: 1/4"= I'-O" 12 4 I— 6 • TYP. ADI . TYP: �AD '� STUCCO FINISH � COLOR TO MAT0H.EXI5TIN6 -- COMPOSITION SHINGLES TO — MATCH EXISTIN6 oiUl '70-T l AT DOOR 10 .ADI �I TYP: ADI AT DOOR ADI A :, NEW EXISTIN6 "EL E'VATION 2 (NORTH) SCALE: 1/4"= I'-O" COW051TION GAJIi1Gl =e r^ ELEVATION 4 (SOUTH) 5CALE'.: 1/4"= I'-O" 4r' _ T.O.C. — T.O.P. SECTION A SCALE:: 1 /4"= I'-O" ELEVATION I (WEST) SCALE: 1/4"=1'-0 12 4 F--- DIMENSION NOTE VERIFY ALL DIMENVONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDIN6 WITH THE WORK. 4 .l _ T.O.P — T.O.C. T.Q.P. _ T. G.. T.O.P -- 5TUCCO FINISH 8 COLOR TO MATCH EXISTIN6 --� T.O.C. F"L EVATION 5 ("AST) SCALE: 1 /4" = I'-O" TYPICAL. EXTERIOR MATERIALS 5TUGG0 TRIM: TO MATCH EXISTING AO00 TRIM: ROU61-1-5AWN 2x TO MATCH EXISTING STUCCO: 1/8" THICK 3-COAT SYSTEM TO MATCH EXISTING ROOFING: COMPOSITION OVER 30# FELT PAPER TO MATCH EXISTIN6 PAINTING NOTES APPLICATION: 1. APPLICATION OF PAINT, STAIN OR OTHER COATING SHALL BE IN STRICT ACCORDANCE AITH THE PAINTING AND DECORATIN6 CONTRACTORS OF AMERICA (PDCA) "PAINTIN68 SPECIFICATION MANUAL' AND PER THE MANUFACTURER-5 PRINTED INSTRUCTIONS. READY -MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUCTIONS. 2. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE A PAINTED FINISH EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES. 3. ALL SURFACES TO BE FINISHED SHALL BE If AND FREE OF FOREI6N MATERIALS (DIRT, 6REA5E, ASPHALT, RUST ETC) 4. APPLICATION SHALL BE IN A WORKMAN LIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE PER THE MANUFACTURERS PRINTED INSTRUCTIONS. APPLICATION MAY BE BRUSH OR ROLLER OR BY SPRAY IF PAINT 15 FORMULATED FOR SPRAY APPLICATION. MATERIALS: I. EXTERIOR WOOD: TWO COAT5 STAIN, PER (POGA) AND THE MANUFA( TURER'S PRINTED INSTRUCTIONS. B. EXTERIOR METAL: ONE COAT 5EMI-6LO55 ENAMEL OVER ONE COAT METAL PRIMER PER (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. 3. INTERIOR FINISHES: REFER TO FINISH SCHEDULE ON ORAAIfi+l65. BUILDING PAPER NOTES (15 LB FELT MIN): FEDERAL SPECIFICATION UU-B-1010. INSTALL TINDER EXTERIOR SIDING AND TRIM AND CAREFULLY APPLY 50 AS TO FORM A WATERT16HT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PA55ME OF YVATER BEHIND THE FRAME. INSTALL 4" M015TOP FLA5HIN6 PAPER AT EXTERIOR DOOR AND AINDOA FRAMES PER AINDON AND DOOR MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. UINC ARCHITECTS & STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA, PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NO. DATE REVISION i Ifs=�2� �11�71�'�TIIQ� 2 1-1-05 RE'.SUE3MITTAL PROJECT TITLE MILLER &ARA6E 2R'.EM00;=L. 1-71q N. FLOWER, STREET SANTA ANA, CA. 412106 PROJECT NO. SHEET TITLE SECTIONS ELEVATIONS STAMP p AR" f� * -26810 6- 0- Q. S� R DATA DRAAN BY T.C.L. CHECKED SY J.T. SCALE AS NOTED PRINT DATE: 1-1-05 SHEET NO. A'1111111111112 SCALE: SCALE: SCALE: SCALE. FLASHING PAPER OVER NAILING FIN - TOP OF WINDOWS TYP. SEALANT UNDER. FLASHING PAPER TO NAILING FIN AT TOP 4 JAMB OF WINDOWS TYP. ( I FLASHING PAPER UNDER NAILING FIN ON BOTTOM 4 JAMB OF WINDOWS I TYR NO SEALANT UNDER NAILING FIN AINDOA AT BOTTOM OF AINDOAS TYP. 2 I FRAME I I I. Q = INDICATES 5EQUENGE FOR INSTALLATION OF FLAMING PAPER 2, q" FLASHING PAPER TYP. _ _ 3. THE ACTUAL NUMBER OF FLASHING d PIECES REQUIRED 15 DETERMINED BY THE EXACT OPENING AND THE 51ZE OF THE FLASHING. (q" AIDE FLASHING MIN) ,FLASHING AT WINDOWS -- If %SCALE: NONE NONE r—= _— �---�—^�I I_1 I { 1 1 C>i 1 1 i� l { { I { I I I I _ I DOOR OPENING I I AITH JAMB — + INSTALLED I { { I I I 1 I I { { I (D i (D TOP PLATES Q 2" MIN. TAB TYP. BUILDING PAPER (2 LAYERS OF GRADE "0" BUILDING PAPER V44ERE SHEAR PANEL OVUR5) REFER TO U.B.G. SECTIO INTERIOR FINISH 5TUCC0 OVER METAL LATH MOISTOP (RUN BUILDING PAPER DOAN OVER MOISTOP FLUSH TO WOOD STUCCO STOP) STUCCO: 1/6" THICK 3-C SYSTEM ON METAL LATI' ROOD STUCCO STOP OVER BUILDING PAPER (EACH FACE) CONTINUOUS BEAD OF SEALANT WOOD DOOR JAMB WOOD DOOR STOP AOOD DOOR MOULDING SOLID GORE OR METAL EXTERIOR 2x AOOD STUD5 AT 16" DOOR, VERIFY DOOR MATERIAL AITH LOCAL BUILDING DEPARTMENT FOR FLASHING INSTALLATION SEE 14 `.\....RIOR SWINGS DOOR HEAD 1-HOUR FIRE RESISTANT WALL 13 SCALE: 3"-P-O" SCALE: 3",I'-O" BUILDING PAPER I. Q -- INDICATES SEQUENCE FOR INSTALLATION OF FLASHING 4 BUILDING PAPER 2. q" FLASHING PAPER TYP. 5, THE ACTUAL NUMBER OF FLASHING PIECES REQUIRED 15 DETERMINED BY THE EXACT OPENING AND THE SIZE OF THE FLASHII&. M" WIDE FLASHING MIN) 4. EXTERIOR DOOR OPENING AITH JAMBED INSTALLED. STUCCO MOLDING OR TRIM INSTALLED AFTER FLASHING PAPER. BUILDING PAPER 14 i�L\ i Wi li\ SCALE: 3". i'—fd" Ir••- BUILDING PAPER (2 LAYERS OF GRADE IV" BUILDING PAPER AHERE SHEAR PANEL OCCURS) INTERIOR FINISH STUCCO OVER METAL LATH M015TOP (RUN BUILDING PAPER DOAN OVER MOISTOP FLUSH TO ROOD STUCCO STOP) STUD HALL -SEE FRAMING PLAN ••r • •_ CONTINUOUS BEAD OF SEALANT ROOD DOOR JAMB ROOD DOOR STOP ROOD DOOR MOULDING SOLID CORE OR METAL EXTERIOR DOOR, VERIFY DOOR MATERIAL AITH LOCAL BUILDING DEPARTMENT FOR FLASHING INSTALLATION SEE 14 R SWING DOOR JAMB WINDOW HEAD 10 SCALE: 3"=i'-O" DOOR SHOE ALUMINUM THRESHOLD -PROVIDE BITUMINUOUS COATIN6 TO ISOLATEIPROTECT PER SECTION 2306.4, CURRENT U.B.G. 2lit 5/4" MAX. v ° ° d STEP PER d a , PLANS d. d d da 4 a v . d d a " CONC. SLAB, SEE PLAN . 4 G a d ° a d v. SLAB 4 FOOTING (SEE FOUNDATION PLAN) XTERIOR SWING DOOR THRESHOLD L.S �� )Z,!�_E"3"■I'-m" INTERIOR FIN15H BUILDING PAPER (2 LAYERS OF GRADE "D" BUILDING PAPER WHERE SHEAR PANEL OCCURS) INTERIOR FIN15H BUILDING PAPER (2 LAYERS OF GRADE 'ID' BUILDIN6 PAPER *ERE SHEAR PANEL OCCURS) SHEAR PLYWOOD AHERE OCCURS STUCCO OVER METAL LATH HEADER —SEE FRAMING PLAN M015TOP (WN BUILDING PAPER DOM OVER M015TOP FLUSH TO AINDOA FRAME) CONTINIZU5 BEAD OF SEALANT CORNER BEAD AINDOA A55EMBLY FOR FLASHING INSTALLATION SEE 15 t---- EXTERIOR STUCCO \ OVER METAL LATH \ SHEAR PLYWOOD AHERE OCCURS BUILDING PAPER (2 LAYERS Or - GRADE "D" BUILDIN6 PAPER NWERE SHEAR PANEL OCCUR5) FOR FLASHING INSTALLATION SEE 13 ,. WINDOW JAMB 11 SCALE: 3""Y-O" SHEAR PLYWOOD WHERE OCCURS - STUCCO OVER METAL LATH ANCHOR BOLT, SEE FOUNDATION PLAN ,�-- 2x P.T D.F. SILL PLATE (U.N.0) - y — — T _ — s _ _ f— 26 6A CORROSION RESISTANT IMP SCREED A/ 5 1/2" VERT. ATTACHMENT FLANGE PER SECTION 25063, CURRENT I T EDITION U.B.G. v i iL EXTERIOR STUCCO I OVER METAL LATH a 4 I I 4" MIN. AT © i 2' MIN. AT 6pMINNAT PAVING FINISH GRADE SHEAR PLYWOOD AHERE OCCURS SLOPE 6' MIN. AT FINISH 6RADE BUILDING PAPER (2 LAYERS OF 2� MIN. ° 4 d Y} FINISH GRADE GRADE "D" BUILDING PAPER WIRE SEAR PANEL OCCURS) v I I FOR FLAMING INSTALLATION SEE 13 16 ALL BASE SCREED 12 WINDOW JAMB SCALE. 3 I O SCALE 3OPJ INTERIOR FIN15H If BEAD 2x JAMB AINDOA A55EMBLY CONTINUOUS BEAD OF SEALANT MOISTOP (RUN BUILDING PAPER DOAN OVER MOISTOP FLUSH TO AINDOA FRAME] INTERIOR FIN15H CORNER BEAD 2x JAMB AINDOA ASSEMBLY CONTINUOUS BEAD OF SEALANT MOISTOP " BUILDING PAPER DOAN OVER MOISTOP FLUSH TO Y41WOK FRAME) ROOF SHEATHING PER 571PJUCTUAL PLANS 30# ASPHALT -SATURATED ROOFING UNDERLAYMENT FRAMING MEMBERS - (5EE FRAMING PLANS) BRIDGE -- SCALE: Its"= I'-0" COW051TION ROOFING SHINGLES INSTALLED PER NRGA AND MANUFACTURER'S SPECIFICATIONS ROOF SHEATHING PER STRUCTURAL PLANS --• 0) LAYER 30# FELT OVER ROOF � \ SHEATHING (LAP OVER DRIP FLA5HIN6) \ 26 GA. 6.1 DRIP FLASHING 6116ALV. MTL. GUTTER Zx RESAM FASCIA 6.5. SCREENED SAVE VENT, SEE ATTIC VENT GALGULATION5 SPLIT SHEET FLASHING BUILDING PAPER (2 LAYERS OF 6RADE 'D' BUILDING PAPER WHERE SHEAR PANEL 0GCUR5 NEAR PANEL AS OCCURS 5TUGC0 OVER METAL LATH FLUSH EAVE © SCALE: Pal'-O" COMPOSITION ROOFING SHINGLES INSTALLED PER NRGA AND MANUFACTURERS SPECIFICATIONS ROOF 5HEATHIN6 PER STRUCTURAL PLANS ---� (1) LAYER 50# FELT OVER ROOF SHEATHING (LAP OVER DRIP FLASHING) Ix SOLID SHEATHING AT OVERHANGS, (STARTER BOARD) 26 6A. G.1 DRIP FLASHING 6" 6ALV.....� 1 MTL. GUTTER 1 2x RE5AAN FASCIA 6.5. SCREENED EAVE SEE ROOF VENT, SEE ATTIC VENT PLAN CALCULATIONS SPLIT SHEET FLASHING BUILDING PAPER (2 LAYERS OF GRADE 'O' BUILDING PAPER A 4ERE SHEAR PANEL OCCURS SHEAR PANEL AS OCCURS STUCCO OVER METAL LATH11 J �EAVE SCALE: I"= i'-ID" REFER TO U.B.G. SECTION 302.4 STUCCO: 1/6" THICK 5-COAT SYSTEM ON METAL LATH OVER BUILDING PAPER (EXTERIOR FACE) 2x AOOD STUDS AT 16" 0/6,1 SCALE: 3"• P-O" RIDGE GAP COMPOSITION ROOFING SHINGLES INSTALLED PER NRGA AND MANUFA( TURER`5 SPECIFIGATION5 2x RAFTERS (SEE FRAMING PLAN5) BLOCK LAID FLAT AT EAVE VENT LOCATIONS TAPER INSULATION 50 AS TO NOT 055TRZT EAVE VENT OPENINGS AND YET COMPLETELY LAP PLATE OR INSTALL CORRUGATED BOARD "GUARD -A -VENT" BY LEIGH, OR APPROVED EQUAL t L 2x RAFTERS (SEE FRAMING PLANS) BLOCK LAID FLAT AT SAVE VENT LOCATIONS TAPER INSULATION 50 AS TO NOT OBSTRUCT EAVE VENT MNIN65 AND YET COMPLETELY LAP PLATE OR INSTALL CORRUGATED BOARD I'6UARD-A-VENT" BY LEIGH, OR APPROVED EQUAL 3 ONE LAYER 5/6" TYPE 'X` - GYPSUM AALLSOARD AT (INTERIOR FACE) !!I O ARCNIT£CTS &STRUCTURAL £NGIN££RS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES. INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NO. DATE REVISION I 11-12-04 PLAN CHECK 2 1-1-05 RESUBMITTAL PROJECT TITLE M I LL=R &ARA&E R"MODEmL 1'71q N. FLOAER STREET SANTAt ANA, CA. a2106 PROJECT NO. 04-12di SHEET TITLE ARGHIMAL DETAIL5 STAMP ARC w4 -26810 6-30- e RI Nt ? DAT �4 F�F ti DRAAN BY T.G.L. CHE-OKED BY J.T. SCALE. AS NOTED PRINT DATE 1-1-05 SHEET NO. Z API 48" MIN, Id 48" MIN. TO ADJACENT SPLICE TO ADJACENT SPLICE 0 I� 1*+++++++++++ I +++++++++++*1 5 MIN. SPACING "A" SPAC. "B" SPAC. Ibd NAIL 2" 1 3/4" 1/2" DIA. M$. 4" 3" CONNECTION EACH SIDE OF SPLICE TYP. (12)-I(od A lib)-ibd B l20)-lbd C l25)-Ibd STEM WALL 10'-& MINI BACKFILL PER SOILS 60 MAX. SLID WIDTH 13C 1'-6" MIN I. BORING OF MORE THAN TWO SUCCESSIVE OCCURS) FINISH GRADE ( REPORT MAX. AT 2x4 STUDS, 311411p DOUBLE STUDS 16 NOT PERMITTED. MAX AT 2xb STUDS 2. NOTCHING AND BORING 18 NOT TO OCCUR IN SLEEVE THE SAME STUD SECTION. _ = _ 3. T44i6 DETAIL iS NOT TO BE USED AT SHEAR PIPE WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER 4" MIN .. ` .. ' DOUE3LEi STUDS 60% MAX STUD WIDTH SORE WIDTH OF STUD MAX �1 BLDG. 2" 11 MAX. AT 2x4 STUDS, 311411¢ TYP. ALL STUDS FTG. o MAX AT 2xb STUDS qriL e 1 SLEEVE 2 5/8" MIN. EDGE DISTANCE 40% MAX NOTCH 1318" MAX AT TYP. ALL STUDS 2X4 STUDS 2 1/8" MAX. AT 2X6 PIPE STUDS a NON-McAR1NCs STUDS 'Ic - BOTTOM OF TRENCH 40% MAX STUD WIDTH BORE I 6, EXCAVATION SHALL NOT EXTEND BEYOND THIS LINE 318114 MAX. At 2x4 STUDS AT 2 WIDTH OF STUD MAX. . 1/8"WIDT ; MAX AT 2x6 STUDS 2 1/8"4 ---- DT ALL STUDS MAX AT 2Xb STUDS CONCRETE FILL, SAME WIDTH AS FOOTING, PLACE BEFORE FOOTING IS POURED r. ALL STUDS 25% NOTE: ' " TY MIN. EDGE DISTANCE MAX NOTCH '1/8" MAX AT 2X4 PIPED MOM T3 HAN -0 TYP. BELOW BOTTOM OF FOOTING mil ; �. TRENCH MAY BE BACKFILLED WITH COMPACTED FILL PER • SPLICE CONNECTION TO BE INSTALLED WEN StUD$13f8" MAX AT 1Xb STUDS SPECIFICATIONS. DO NOT TIENCH BENEATH FOOTING AFTER 2 i DENSITY EITHER TOP OR BOTTOM MEMBER 16 DISCONTINUOUS 050 EXTERIOR AND BEARRN[s STUDS T30 IT HAS BEEN POURED. R T1OO TOE' PLATE SPL I CE ONEE. 9 STIED NOTCHING. NONEE 5 � I f-'Em TRENCH ,SIT FOOT IN SCA �,f � 3x JOIST DEPTH TO 12" MIN. 3x JOIST DEPTH TO IW SAWCUT OR PRE -MOLDED QUICK SUPPORT MAX SUPPORT MAX JOINT, MIN:1/5 SLAB DEPTH, LOCATE NOTCH U6 JOIST SLAB THICKNESS 4 PER FOUNDATION PLAN OR SOILS DEPTH (MAX) DEPTH OF REIN. PER PLAN REPORT R Eca- NDATIONS. JOIST MAY, `�� 16GAUGE STRAP W1 DRILL STARTER ROLES SAME 1: �i (2)=8d EACH END TYP. DIAMETER AS NOTCH DEPTH l I I ll i I i ( I I iL NO OTHER NOTCHES IN JOIST ARE ALLOItED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WEAKENED PLANE JOINT CW.E.� JOIST NOTC.i-i (ELEVATION / DRILL HOLE AT L,(U!)__ L 11" MIN. U CENTER LINE �� PO,►R FIRST POUR FORMED KEY JOINT SLAB THICKNESS 4 REINFORCING PER PLAN T I/8" THICK x3"x4 TIMES "W" W114)-*d EACH END :. . MOTE: 1. NO HOLES OR NOTCHES IN PLATES LAMER THAN U2 "W" OR JOISTS IN THE MIDDLE 1J3 OF SPAN ALLOWED WITHOUT THE PRIOR APPROVAL OF THE�- STRUCTURAL ENGINEER 2. THIS DETAIL I$ NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER FOUPLATE NOTCH (PLAN VIEW( T32' JOiNT CF'.J.� TI10 NOUNEE. 10 PLATE AND JOIST NOTCH NONE � SLA5 JOINTS NONEE Z 1x4 LET -IN BRACE V (2)-Sd NAILS TO EACH (2)-2x TOP PLATES V MIN STUD (3)-Sd AT EACH END (ALTERNATE. NAIL - LAP PLATES 4'-0" 4d (2 1/2" MIN.) USE SIMPSO N W5 WALL BRACE) NAIL W1(R2)-ibd NAILS EA ed d 450 SIDE OF SPLICE SIMPSON "MR" HANsER 2x $TUC$ AT 160 O/C, TYP. D D Iwo (BEND AS REQUIRED WHEN 11d ADJACENT A WINDOW P WINDOW DTCULAR WALL � TRIMMER STUD W/ Ibd AT HAS [' -12" O/C, STA,sGEMD, TYP. r •;`r •• r r 90° d 1350 D=&d FOR *2 THRU 01 HEADER PER PLAN D D D=Sd FOR 08 THRU Oil bd D=10d FOR 014 AND 18 l3)-i6d TOE NAiL, TYP. (81/2" MIN) 6 D=2d FOR SHORT ANDS X4 COPCiVER POST OR 4" LAP U.N.O. 4 4X STUDS, R OR TIES AND TIM (2'-0" MINIMUM) 2x FIRE BLK'G TO BE L I AT 10'-0" 01C MAX OPENINGS OVER b'-0" 62 dl dl d2 USE DBL KING STUD UD i � UX0. PROVIDE D5L. p, OFFSETS AND SPLICE5 j A a ' I FOR OPENING KING ST SIZES 4 LOCATION SEE TRIMMER STUDS AT ALL `TIC ARCH'L AND MECHANICAL DUGS. HEADERS LARGER THAN 414 OR 6x14 T20 T120old SCALE: 11 STUD WALL FORA INn SCALE: 1 TYPICAL EBA* 2 5END S NONE 3 NONE NONE REINFORCING SIZES PER LAP LAP PLANS AND DETAILS NOTES: L SEE FRAMING NOTES ON THE FRAMING PLANS AND ON THIS BEET FOR PLYWOOD THICKNESS, TYPE AND NAILING. 2. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 3. BOUNDARY NAiL PERIMETER OF BUILDING, RIDGES, VALLEYS, SHEAR WALLS, DRAG, BEAMS, AND ALL CONTINUOUS PANEL EDGES WHERE BLOCKING IS INDICATED ON PLAN. CONTINUOUS PANEL EDGd EDGE NAILING SEE SCHEDULE li I! fl !1 li it I I SUPPORT MEMBERS i I SEE PLAN FIELD NAILING SEE (i SCHEDULE II II II II II II II li ll LAP INTERSECTION COWER BARS SAME SiZE AND SPACING AS CORNER HORIZ. WNFORCING g(NGLE LAYER RRERNFORGiNCs LAP - V-0" MIN, OR 40 BAR nIAMOTOD I , A - SEE Gu ALT. CORNER I Ain • - s �0 ♦ ..' LAYOUT '�' f .. . ALE YOUT �' GENERAL REINFORCING STEEL WOOD 1, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE 1, REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING 1. ALL WOOD CONSTRUCTION PER CALIFORNIA BUILDING CODE, CHAPTER 23 INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS TO ASTM A (o15 A) •4 BARS AND SMALLER. GR40 5) 05 BARS AND 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, UNLESS NOTED ELSEWHERE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON DRAWINGS LARGER- GR60 OTHERWISE, AND CONFORM TO THE GRADING RULES OF THE WESTERN WOOD TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-165 (EXCEPT AT PRODUCTS ASSOCIATION. 2. ALL WOR]CMANSHiP AND MATERIALS SHALL CONFORM TO THE SLABS ON GRADE WHICH MAY BE GR40). A) 2X LUMBER__ _ GRADE #2 (815 PSI REQUIREMENTS OF THE GOVERNING BUILDING CODE. 3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, B) 4X LUMBER -----GRADE 02 (815 PSI 3. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WiNDOWS, NON -BEARING, GREASE, OR OTHER MATERIALS WHICH MiGHT AFFECT OR IMPAIR BOND. C) 6X BEAMS, LEDGERS 4 PO5TS . GRADE 1 (1300 Psi) INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, 4. ALL BENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON T+11S SHEET D) STUDS AT 1611 O/C (UN.O. ON PLANS) DRAINS, DEPRESSIONS, RAILINGS, WATERPROCIPM, FINISHES, ETC. FOR PROPER BAR BENDS. EXTERIOR BEARING STUDS: 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE FROM 0 FT, TO 9 FT____________2x4 STD GRADE SiTE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL FROM 9FT. TO 11 FT 9X4 GRADE $2 ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FROM 11 FT, TO 15 FT 2X6 GRADE 02 OF ALL WORK AND MATERIALS INCLUDING THOSE FURNiSHED BY EXTERIOR AND INTERIOR NON -BEARING STUDS: SUB -CONTRACTORS. FROM 0 FT. TO 14 FT __._- w..w __ 2X4 STUD GRADE 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED FROM 9 FT, TO 11 FT-_----- STUD GRADE OTHERWISE. INTERIOR BEARING STUDS: 6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE SHEAR WALL FROM 0 FT. TO 11 FT._...___ - . ._...-..-...W_.2X4 STD GRADE WORKING DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERRE 1. WALL SHEATHING SHALL 15E 3/8" THICK, APA RATED SHEATHING (OR 15/32" FROM Ii FT. TO 12 FT 9X4 CONST. GRADE APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT THICK, APA STRUCTURAL I RATED SHEATHING), 24/0 SPAN RATING, EXPOSURE FROM 12 FT. TO 20 FT IXb STUD GRADE AND/OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE 1, SIZE AND NAILING PER SHEAR WALL SCHEDULE. E) SiLL PLATES (P1UDF 1 r"ONST / STD WORK INVOLVED. 2. FIELD NAIL INTERIOR OF WOOD SHEATHED SHEAR WALLS WITH 8d (10d AT F) TOP 4 BOTTOM PLATESCONST / STD 1. ALL CONCRETE iS DESIGNED BY ULTIMATE STRENGTH DESIGN. 1/2" SHEATHING) AT 12" OIC) Gi BLOCKING. _.._____..._ _ ..._ _._ ..ww..wSTq OR BETTER 8. REFER TO THE ARCHITECTURAL SPECIFICATIONS (WHERE APPLICABLE), FOR 3. ALL SHEATHING SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL SPACING NO GREATER THAN lb" 0/C. REQUIREMENTS. DRAWINGS. 4. ALL GYPSUM WALL 50ARD SHEAR WALLS SHALL HAVE NAILING PER 3. INTERIOR NON-BEARiNG WALL HEADER SCHEDULE: S. CONTINOUS lOR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE SCHEDULE PROVIDED AT TOP AND BOTTOM PLATES, ALL STUDS AND (UN.O.ON PLANS) CONTINUOUSLY BY A RREGiSTERED DEPUTY INSPECTOR CURRENTLY LICENSED BLOCKING. LESS THAN 4'-0" M-2X4 CONST /STD BY THE CITY. B. ALL GYPSUM WALL BOARD NAILS SHALL BE CONFORM TO UPC STANDARD TO 5'-0" 04 OR (2)-2X4 CONST / STD 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND CHAPTER 23 DIVISION iII TABLE 23-1-6. AT 1/2" GYPSUM WALL BOARD, 1 5/8" TO 02 THE J05 SiTE AND/OR ADJACENT PROPERTiES. LONG DRYWALL SCREWS MAY BE USED IN LIEU OF NAILS. AT 5/8" GYPSUM TO 10'-0"------- w. _________4X812 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING, AND SHORING, WALL BOARD,11/8" LONG DRYWALL SCREWS MAY BE USED IN LIEU OF NAILS. TO 13'-0" _.,__.___ _w_.._4XI0 02 ALL EXCAVATIONS, TEMPORARY AND EXISTING, STRUCTURES, AND PARTIALLY DRYWALL SCREW SPACING SHALL BE THE SAME AS INDICATED FOR NAILS, TO V-0" 4XI2 "2 COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY OF ALL (SEE SHEAR WALL SCHEDULE ON SHEET SOU 4. ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD WORK AND MATERIALS INCLUDING THOSE PERSON COMING IN CONTACT WITH 6. BLOCK ALL EDGES OF WOOD SHEATHED SHEAR WALLS. ASSOCIATION (APA) AND SHALL CONNFOW TO THE L.S. PRODUCT STANDARD THE WORK 1. PROVIDE 3X (4X) MEMBERS AT ALL ADJOINING SHEATHING EDGES FOR (PS 1) WITH EXTERIOR GLUE. COMPOSITE OR NON-vENEERED PANELS: 12. 05SERVATION VISITS TO THE SiTE BY THE ENGINEER'S FIELD SHEAR WALL "5 AND SHEAR WALL #b CONDITIONS AND AT ALL ADJOINING COMPLY WITH NATIONAL RESEARCH 50ARD REPORT NER-108, SUP -FLOOR REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR SHEAR WALL EDGES AT LOCATIONS W/ SHEATHING, ON 50TH SIDES. ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND APPROVAL OF CONSTRUCTION. S. SHEAR WALLS SHALL RUN TO UNDERSIDE OF ROOF OR FLOOR SHEATHING NON -VENEERED PANELS PER APA CONSTRUCTION GUIDE, LATEST EDITION. 13. DURING AND AFTER CONSTRUCTION+(, BUILDER AND/OR OWNER SHALL KEEP W/ APPROVED BLOCKING, AS REQUIRED. SEE STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE OF FLOOR AND LOADS ON THE STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 9. PLATES AND STUDS IN SHEAR WALLS SHALL NOT HAVE HOLES LARGER ROOF SHEATHING. SEE SHEAR WALL NOTES FOR SIZE AND TYPE OF WALL 14. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM 10�' PLANS, THAN P DIA., OR ANY NOTCHES WITHOUT THE APPROVAL OF THE STRUCTURAL SHEATHING SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. ENGINEER 5. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE 15_ PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE 10, REFER TO TYPICAL SHEAR PANEL FRAMING DETAIL ON THIS SHEET. INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRiOR TO OF ALL BASEMENT WALLS, (DESIGNED BY OTHERS) COVERING. 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, b. ALL NAILS USED iN TIMBER-TO-TiM5ER CONNECTIONS SHALL BE COMMON ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WiTH AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODE. ALL SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING NAILS CONNECTING PRE -MANUFACTURED METAL ITEMS (CONNECTORS, DAYS) HANGERS, STRAPS, ETC.) TO TIMBER SHALL CONFORM TO THE 11. FOR PROPER FIELD OBSERVATION BY THE STRUCTURAL ENGINEER, THE MANUFACTURER'S CATALOGUE AND APPLICABLE I.C.B.O. REPORTS. STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION 1. ALL STUD WALLS 54ALL HAVE FIRE BLOCKING, AT 10-0" O/C MAXIMUM. PHASES. (MINIMUM 48 HOURS.) & WHERE WOOD 16 ]N CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE 2001 EDITION OF THE CALIFORNIA RK 16. ALL WOSHALL CONFORM TO THES SPECIAL INSPECTION NOTES TREATED DOUGLAS FIR -LARCH OR SHEET METAL CONNECTORS. BUILDING CODE. SPECIAL INSPECTION SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION EC EC 9. UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WiTH 1101 THE UNIFORI BUILDING CODE ICBC). THE REQUIRE AGENCY CONCRETE MASONRY SHALL BE BOLTED TO THE CONCRETE PROVIDING SPECIAL INSPECTIONS SHALL BE SPECIFIED BY THE ARCHITECT). H 112 DIA. BOLTS AT b 0 NU O1C. PROPERLY SIZED NUT 4 MASONRY WITH CONTRACTOR REQUIREMENTS: WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT TO THE PLATE PER A. THE CONTRACTOR I$ RESPONSIBLE FCNR NOTIFYING THE SPECIAL 80b-6 C$C. INSPECTION AGENCY REGARDING MIViQUAL INSPECTIONS FOR ITEMS LISTED TE, NOTE: NO ON THE ATTACHED SCHEDULE AND AS NOTED ON THE BUILDING DEPARTMENT A) ALL BOLTS SHALL EXTEND A MINIMUM OF 1 INTO FOOTING, WITH 5 MIN. FOUNDATION APPROVED PLANS. ADEQUATE NOTICE SHALL BE PROVIDED SD THAT THE INTO THE FIRST POUR OF CONCRETE. 1. FOUNDATION DESIGNS ARE BASED ON A NET ALLOWABLE PRESSURE OF SPECIAL INSPECTOR HAS TiME TO BECOME FAMILIAR WITH THE PROJECT. 5) PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE OF BILL PLATE l000 PSF FOR FOOTINGS PER THE PROVISIONS IN TABLE lb -I -A OF THE 2001 B. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE SPECIAL WITH ONE ANCHOR BOLT LOCATED WITHIN 12" OF THE END. CALIFORNIA BUILDING CODE (CSC) INSPECTOR ACCESS TO THE APPROVED PLANS AT THE JOBSITE. C) AT INTERIOR NON -BEARING 4 NON-SHEARWALLS, ANCHOR BOLTS MAY BE 2. CONTINUOUS AND PAD FOOTINGS SHALL BEAR AT OR BELOW MINIMUM C. THE CONTRACTOR IS ALSO RESPONSIBLE FOR RETAINING AT THE JOBSiTE SUBSTITUTED WITH 0.15" DIA. POWDER DRIVEN PINS AT 36" O/C UNLESS NOTED BEARING DEPTH. MINIMUM BEARING DEPTH 15 12" BELOW ROUGH PAD GRADE ALL SPECIAL INSPECTION RECORDS SUBMITTED BY THE SPECIAL INSPECTOR OTHERWISE. (RAMSET'2330 INSTALLED PER I.C.5.0. REPORT M639, WILT] OR ADJACENT FINISH GRADE, WHICHEVER 15 GREATER AND PROVIDING THESE RECORDS FOR REVIEW BY THE BUILDING "SDM12" INSTALLED PER I.C.B.O. REPORT 02388, OR EQJ SHOT PiNS SHALL NOT 3. ALL FOOTINGS AND FOOTING REINFORCING SHALL BE INSPECTED BY THE DEPARTMENT'S INSPECTOR UPON REQUEST. BE INSTALLED UNTIL CONCRETE IS CURED FOR 1 DAYS MINIMUM. AT BUiLDIN1G DEPARTMENT PRIOR TO POURING CONCRRETE. BY THE BUILDING D. iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE BUILDING TWO -POUR FOUNDATIONS, 2nd POUR SHALL HAVE 4 3/4" MIN. THICKNESS AT DEPARTMENT PRIOR TO POURING CONCRETE. DEPARTMENT'S APPROVED PLANS FOR ADDITIONAL INSPECTIONS OR TESTING SHOT PIN LOCATIONS. 4. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR REQUIREMENTS THAT MAY BE NOTED, E. ONLY THE SPECIAL INSPECTION 10, ALL BOLT HEADS AND NUT$, WHICH BEAR AGAINST THE FACE OF WOOD TO POURING CONCRETE. AGENCY OR MATERIALS ENGINEERING LABORATORY SHALL BE PERMITTED MEMBERS, SHALL BE PROVIDED WiTH WASHERS. TO TAKE LABORATORY SAMPLES AND TRANSPORT THEM TO THE FACILITY. 11, PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF 2. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTION AGENCY AND MISCELLANEOUS BEAMS OR GIRDER TRUSSES WHERE POSTS ARE NOT SHOWN. SPECIAL INSPECTOR: 12. HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL A. THE TESTING AGENCY'S INDIVIDUAL SPECIAL INSPECTORS MUST HAVE COMPLY WITH THE BUILDING CODE AND THE TYPICAL DETAILS ON THIS SHEET. CURRENT I.C.5.0. SPECIAL INSPECTION CERTIFICATION IN THE DISCIPLINE iN 13. PROVIDE DOUBLE FLOOR J015TS UNDER PARALLEL PARTITIONS WHERE WHICH HE/SHE W15HES TO INSPECT. THE LENGTH OF THE WALL ABOVE EXCEEDS 25% OF THE SPAN OF THE FLOOR CONCRETE B. THE SPECIAL INSPECTOR SHALL 056,ERVE THE WORK FOR CONFORMANCE JOISTS. I. THE DESIGN OF THE CONCRETE STRUCTURE (S BASED ON ACI 318-95. E WiTH THE BUILDING DEPARTMENT APPROVED DESIGN DRAWINGS AND 14. 50LiD BLOCK AT BEARING WALLS, UNDER PERPENDICULAR PARTITIONS SECURELY HELD IN PLACE WHILE PLACING 2. ALL REINFORCEMENT SHALL HE BE SECNAL SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVIVON5 OF THE CSC. AND ELSEWHERE AS REQUIRED PER G.B.C. 230b.1 AND 2326b3. CONCRETE. (F REQUIRED, ALL CONCRETE.BARS STIRRUPS SHALL BE ARCHiTECT/ENOINEER REVIEWED SHOP DRAWINGS AND/OR PLACING 15. MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS BY THE CONTRACTOR TO I;UBNiSH FOR ALL BARS. O F PROV3. BONE DRAWINGS MAY BE USED ONLY AS AN AID TO INSPECTION. UNLESS OTHERWISE SPECIFIED: (12)-Ibd COMMON EACH SiDE OF SPLICE WITH CONCRETE COVER FOR ROTOR STEEL SHALL INCH FOR C. SPECIAL INSPECTIONS ARE TO BE PERFORMED ON A CONTINUOUS BASiS, NO ADJACENT SPLICE WITHIN 4'-0". WE H SLABS AND WALLS. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE MEANING, THAT THE SPECIAL INSPECTOR 15 ON 51TE IN THE SPECIFIC AREA 1b. FACE NAiL TWO PIECE BUILT-UP SEAMS WITH Ibd COMMON AT 12" O/C AT CONCRETE COVER OF TWO INCHES FOR BARS LARGER THAN I Ill" FOR xa ET WHERE WORK 18 BEING PERFORMED THAT REQUIRES SPECIAL INSPECTION, TOP AND BOTTOM. FACE NAIL MEMBERS OF THREE-PIECE BUILT-UP BEAMS CONACI-CRETE SMALLER AND 3 INCH FOR ALL CONCRETE PLACED AGAINST CARS R S OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. WITH ibd COMMON AT 12" O/C AT TOP AND 50TTOM TO ALTERNATE SIDES OF EARTH, TOLERANCES SHALL BE AS PER D. THE SPECIAL INSPECTOR SHALL BRING NON -CONFORMING ITEMS TO THE BEAM, PROVIDE ADDITIONAL ROW OF NAILING AT ALL SEAMS GREATER N 4. PIPES OR CONDUITS PLACED IN FOUNDATION AND SLABS SHALL NOT BE IMMEDIATE ATTENTION OF THE CONTRACTOR AND NOTE ALL SUCH ITEMS IN THAN 121' DEEP. BOLT BUILT-UP BEAMS OF FOUR OR MORE MEMBERS. (SEE SPACED CLOSER THAN 3 DIAMETERS CENTER PIPES AND CONDUITS THE DAILY REPORT. iF ANY ITEM 15 NOT RESOLVED IN A TIMELY MANNER OR TYPICAL DETAIL ON THiS SHEET) PLACED IN SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER LARGER THAN 113 iS ABOUT TO BE INCORPORATED IN THE WORK, THE SPECIAL INSPECTOR 11. BALLOON FRAME ALL STUD WALLS AT SLOPING CEILINGS. OF SLAB THICKNESS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN SHALL IMMEDIATELY NOTIFY THE BUILDING OFFICIAL BY TELEPHONE OR iN 16, PREDRILL ALL HOLES FOR 20d AND LARGER NAILS, SPIKES AND LAG CONCRETE. PERSON, NOTIFY THE ENGINEER OR ARCHITECT, AND POST A DISCREPANCY BOLTS. LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: 5. PROVIDE CORNER BARS IN ALL WALLS AND AT WALL INTERSECTIONS TO NOTICE. A) SHANK PORTION -SAME DIAMETER AND LENGTH A5 SHANK MATCH SIZE AND SPACING OF HORIZONTAL BARS ON THOSE WALLS. N M. E. THE SPECIAL INSPECTOR OR INSPECTION AGENCY SHALL FURNISH WEEKLY 5) THREADED PORTION - 60% TO 15% OF THE DIAMETER FOR THREAD AND ALL LOCATION SLOTTED INSERTS, WELD PLATES AND ALL OTHER ITEMS TO (o. PORTS OF TESTS AND INSPECTIONS DIRECTLY TO THE BUILDING OFFICIAL, SAME LENGTH AS THREAD. EMBEDDED IN CONCRETE SHALL BE COORDINATED ANDD WITARCHITECTURAL PROJECT ENGINEER OR ARCHITECT, AND OTHERS AS DESIGNATED BY THE 19. LAMINATED VENEER LUMBER (LA-) MEMBER SHALL BE CONSTRUCTED, AND MECHANICAL DRAWINGS. A REINFORCING BARS SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED 1. OWNER F. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SiGNED REPORT STATING INSTALLED AND MANUFACTURED PER MANUFACTURERS SPECIFICATIONS AND IC.5.0. REPORT. THE PROPERTIES OF LAMINATED VENEER LUMBER (LVL) ON THE DRAWING AS BEING, WELDED. WELDED REINFORCING SHALL CONFORM WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF MEMBERS SHALL BE: TO ASTM A106. THE INSPECTONNS KNOWLEDGE, iN CONFORMANCE WITH THE APPROVED PLANS E = 1,80 OM PSI, Fia = 2,600 PSI, FV = 265 PS1, Fc = 500 PSI. a. CONFORM ALL CONCRETE WORK SHALL CONFORM t0 THE LATEST AGI CODE. AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF 20. TIMBERSTRAND (LSL) MEMBER SHALL BE CONSTRUCTED, INSTALLED AND 9. CONTRACTORS SHALL VERIFY DIMENSAND LOCATIONS OF ALL THE C.B.C. MANUFACTURED PER MANUFACTURER'S SPECIFICATIONS AND I.C.5)0, REPORT. OPENINGS, PIPE SLEEVE CURBS, ETC., AS REQUIRED BY OTHER TRADES 3. SPECIAL INSPECTION SCHEDULEt THE FOLLOWING WORK REQUIRES SPECIAL THE PROPERTIES OF TIMBERSTRAND LSL MEMBERS SHALL BE: E = 1,300,000 BEFORE CONCRETE IS PLACED. INSPECTION: Psi,100 = 1,100 PSI, Fv = 285 1`151, Fc = b50 P81 10, DIMENSIONS ARE NOT FURNISHED TO SiMPSON"HDA" OR "HPA" TYPE A. CONCRETE CONSTRUCTION 21. PARALLEL STRAND LUMBER IPSO MEMBER SHALL BE CONSTRUCTED, HOLDOIUNS. iT 15 THE RESPONSIBILITY OF THE CONTRACTOR'S 1. DURING THE TAKING OF TEST SPECIMENS AND THE PLACING OF REINFORCED INSTALLED AND MANUFACTURED PER MANUFACTURERS SPECIFICATIONS AND SUPERINTENDENT, THE FRAMING CONTRACTOR, AND THE CONCRETE CONCRETE, ICB.O. REPORT ER 4919 THE PROPERTIES OF PARALLEL STRAND LUMBER CONTRACTOR TO LOCATE THE EXACT LOCATION. REFER TO THE DETAILS 2. PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS. IPSL) MEMBERS SHALL BE A MINIMUM OF E = 2,000000 PSI, Fla = 2,900 PSi, AND MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLATION. 3, DURING THE PLACING OF REINFORCING STEEL. THE SPECIAL INSPECTOR Fv = 290 PSi, Fc=650 PSI 11. COARSE AGGREGATE OR CONCRETE SHALL NOT CONTAIN LIGNITE, STEEL, NEED NOT BE PRESENT CONTINUOUSLY DURING THE PLACING OF REINFORCING 22 PROVIDE 2X3 CROSS -BRIDGING OR 2X SOLID BLOCKING AT A MINIMUM OF OR OTHER MATERIALS THAT MAY BE DETRIMENTAL TO THE CONCRETE. STEEL PROVIDED THE SPECIAL INSPECTOR HAS INSPECTED FOR V -0" O/C FOR JOISTS (CONTACT METAL BRIDGING OR EQUAL MAY BE USED) 12. FLYASH MAY BE SUBSTITUTED FOR A PORTION OF THE CEMENT. A MAXIMUM CONFORMANCE WITH THE APPROVED PLANS PRIOR TD THE GLO>51NG OF WHERE SHEATHING OR GYP. 51). IS NOT APPLIED TO TOP 4 50TTOM OF JOISTS OF 20°ia OF THE CEMENT MAY BE REPLACED BY FLYA5H. WHEN FORMS OR THE DELIVERY OF CONCRETE TO THE JOB SiTE, FOR ENTIRE LENGTH OF JOIST. REPLACEMENT 15 USED, THE REPLACED CEMENT SHALL BE SUBSTITUTED WiTH 4. SOME INSPECTIONS MAY BE MADE ON A PERIODIC BAS16 AND SATISFY THE 23. ALL PREMANUFACTURED METAL ITEM (CONNECTORS, HANGERS, STRAPS, ONE AND ONE HALF TIMES WITH FLYASH. WATER CEMENT RATIOS SHALL BE REQUIREMENTS OF CONTINUOUS INSPECTION, PROVIDED THiS PERIODIC ETC.) SHALL BE BY SiMPSON STRONG TiE COMPANY, INC. OR EQUIVALENT (SEE BASED ON THE WATER/CEMENT « FLYASH RATIO. SCHEDULED INSPECTION 15 PERFORMED AS APPROVED BY THE BUILDING NOTE (o ABOVE CONCERNING NAILING). 13. CONCRETE MIX AND STRENGTH f'c, AT 28 DAYS, SHALL CONFORM TO THE OFFICIAL. 24. A MAXIMUM OF 10% OF LUMBER USED FOR CONSTRUCTION MAY CONTAIN FOLLOWING TABLE: " " H M MBE 5 W1tH "WANE" SHALL ONLY BE USED IN UNIT MIN. MAX. AiR MAX. LOCATION WEIGHTf c CEMENT W/C# ENTRAINING SLUMP SLAB ON 145 pcf 45W psi 410 ib/yd a45 _ 4" FOOTINGS 145 pcf 4500 psi 410 lb/yd 045 _ 411 *I. REFERENCE UPC TABLE 19-A-3 WHEN SOIL CONTAINS MORE THAN 0.1 PERCENT SULFATE CONCENTRATION AS STATED IN THE GEOTECHNICAL REPORT 2. IF STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, THE MAXIMUM W/C RATIO SHALL BE AS SPECIFIED IN CBC TABLE 19-A-1. 14. CONCRETE SHALL HAVE A MINIMUM ALLOWABLE SLUMP OF TWO INCHES. NAILING, NEDULE rGOMf1ON OR E3C3X): CONNECTION HALING 15. CEMENT SHALL CONFORMTO ASTM C150. TYPE v CEMENT MiX DESIGN TO JOIST SILL ORG , TOENAIL l3)-8d BE IN ACCORDANCE WITH CBC SECTION 19043. TO JOIST, BRIDGING TOENAIL EA. END N (2)-8d 16, MIX DE51GN SHALL NOT CONTAIN LE55 THAN A WATER/ CEMENT RATIO OF 1 xb SUBFLOOR OR LESS TO EA J018T, FACE NAiL (2)-8d 02HARD THAN 1"xb" "-FLOOR TO EA. JOIST, FACE NAIL (3)-86 ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAX"WIDER 2 TO JOIST OR GIRDER, BLIND t FACE NAIL LLAATE l2J-Ibd SiZE SHALL BE 1 1/2 INCHES FOR FOOTINGS, CAISSONS AND GRADE BEAMS TEOOR SOLLEE PLATE TO STUD, END MAIL Ibd AT 24 0/C AND ONE INCH FOR ALL OTHER WORK. TOP PLATE 70 STUD, END NAIL l2 I& LIGHT WEIGHT AGGREGATES (CONFORM TO ASTM C33) SHALL BE STUD TO SOLE PLATE (41-8d TOE NAIL OOR APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2 INCH. l2)-Ibd END NAIL IS. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS DOUBLE STUDS, FACE NAIL ibd AT 24"= SHALL BE SECURED iN POSITION PRIOR TO POURING CONCRETE. DOUBLED TOP PLATES, FACE ibd AT I6"O/C 20. ALL REINFORCING SHALL BE SUPPORTED IN CONFORMANCE WiTH THE PIECNAILES, CONTINUOUS HEADER, TWO PIECES. Ibd AT 1b MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE ALONG, EA. EDGE DGE CONSTRUCTION. CEILING JOISTS TO PLATE, TOENAIL (3)-8d 21. CONTINCNIS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF CONTINUOUS HEADER TO STUD, TOENAIL 14J-8d 2500ps9, CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL (3)-Ibd 22. ANCHOR BOLTS SHALL A301 GRADE AND SHALL BE EMBEDDED INTO CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL (3)-Ibd CONCRETE PER C.B.G. TABLE 19-E, UNLESS NOTED OTHERWISE. RAFTER TO PLATE, TOENAIL (3)-8d i" BRACE TO EA. STUD 4 PLATE, FACE NAIL (2)-8d 1"x8" SHEATHING OR LESS TO EA. BEARING, FACE NAIL (2)-Sd WIDER THAN INN SHEATHING TO EA. BEARING, FACE NAIL (3)-8d 5UILT-UP CORNER STUDS ibd AT 24"OlC 2" PLANKS (2)-I6d AT EA. BEARING POINT WANE . T OSE E R NON-STRUCTURAL APPLICATIONS. 25. BOLT HOLES AT HOLDOWNS SHALL NOT BE MORE THAN 1116" OVERSIZED AT THE HOLDOWN TO POST CONNECTION. INSPECTOR TO VERIFY. (PER BUILDING DEPARTMENT) 26. ALL HOLDOWN CONNECTIONS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. SPECIAL INSPECTION WILL BE REQUIRED FOR THE FOLLOWNG: 1. USE CF EPDXY AN 1014(o 015 SEISMIC DESGGN LOADS SOiL TYPE 5D ZONE 4 Ca 0.44 Cv 0."14 SEISMIC SOURCE: TYPE E3 DISTANCE TO SEISMIC SOURCE 10 KM R 4S O IN ARCHITECTS & STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAL. ENGINEER 2187 NO. DATE REVISION 1 11-12-04 PLAN CHECK 2 1-1-05 RE5UHMITTAL PROJECT TITLE MILLr-R V A rA&E"o rr%!) I' -O"M 0 D EL 1711 N. ('LOWER STREET 5ANTA ANA, CA. Q2706 PROJECT NO. 0,4 _ 121 SHEET TITLE GENERAL NOTE.5 AND TYPICAL 5TRUGTURAL ?ETA I L5 STAMP 4t'`C}FES-Z lN0.2187 m 0 CAi FQ¢ VALID ONLY IF SIGNED IN RED DRAWN SY T.C.L. CHECKED 5Y J.T. SCALE A5 NOTED PRINT DATE I -1-05 SHEET NO. 56N 4x4 A/ HPAH022 44 YV HPMD22 i SCALE: 1/4"= I'-O" FOUNI`..'�AT OR FLAN i VIA UPON COMPLETION OF PROJECT, OMER SHALL POST 516N STATING THAT LOADING IN 6ARA6E SHALL NOT EXCEED 36 PSF. FOUNDATION NOTE5 1. SEE SHEET 56N FOR GENERAL NOTES AND TYPICAL DETAILS. 2. DIMENSIONS ARE TO CENTER -LINE OR FACE OF FOOTIN65, SEE OTHER PLANS FOR LOCATIONS OF POST5, WALL5 AND ETC. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AITH THE OY'INER AND ARCHITECT PRIOR TO CONSTRUCTION. S. DIMENSIONS ARE NOT FURNISHED TO 51MP50N "HDA" OR "HPAHD" TYPE HOLDOWN5. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMIN6 CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHOR5 IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATIONS. 4. TYPICAL CONCRETE 5LAB: USE 4' THICK SLAB WITH #3 AT It, 0/C BOTH WAY5, OVER 2" OF SAND. AT LIVING SPACE AND OTHER MOISTURE SENSITIVE AREAS, PROVIDE A 6-MIL VISCLEEN VAPOR BARRIER OVER 2" OF ADDITIONAL SAND. REFER TO SOILS REPORT FOR ANY SPECIAL REQUIREMENTS. 5. ALL CONTINUOUS FOOTIN65 SHALL EXTEND A DISTANCE EQUAL TO THE FOOTING DEPTH BEYOND THE END OF THE STUD WALL, UNLESS NOTED OTHERWISE. NO EXTEN51ON 15 REQUIRED WHERE CONTINUOUS FOOTIN65 CHAN6E DIRECTION, UNLE55 NOTED OTHERWISE. 6. aDENOTES SHEAR WALL AND LEN6TH OF SHEAR WALL, FOR SCHEDULE SEE DETAIL 1/501. ALL PLYW000 SHEAR WALL5 SHALL USE COMMON NAILS. - . <>DENOTES STRON6 WAIL. FOR SCHEDULE, ANCHORAGE, E FASTENERS SEE DETAIL 2601. FOUNDATION LE6 0 +► SHEAR WALL NUMBER « 514EAR WALL LENGTH - — — — - FOR SCHEDULE SEE DETAIL 1/5DI. CONTINUOUS FOOTING Ot— DENOTES STRONG WALL. FOR SCHEDULE, LENGTH, ANCHORAGE, d FASTENERS SEE DETAIL 2/501. HD HOLD" AT ..... �.. EXTERIOR WALL '! ..1..40 HD HOLDOWN AT -» -- INTERIOR WALL ,..:..,:, .�. s.. CROSS HATCHING INDICATES THE EXTENT OF SPECIAL FOOTING REINFORCIN6 FRAMIN6 NOTE5 1. SEE SHEET 56N FOR 6ENERAL NOTES AND TYPICAL DETAILS. 2. SLOPED ROOF SHEATHING: 15/32" THICK, APA RATED SHEATHING, 52/I6 SPAN RATIN6, EXPOSURE 1. NAIL E06E5 AND PERIMETER WITH Sd AT 6" 0/6 AND bd AT 12" O/C AT FIELD. ALL E06M UNBLOCKED UNLE55 OTHERWISE SPECIFIED. 5HEATHIN6 AT EXP05W EAVES SHALL BE EXTERIOR GRADE. LAYOUT PER DETAIL 6/56N. 5. PROVIDE 5TRIPPIN6 WHERE REQUIRED TO PROVIDE A UNIFORM SURFACE WHERE FLUSH JOISTS AND BEAMS ARE A DIFFERENT DEPTH. 4. PROVIDE MULTIPLE STUDS AT ALL BEAMS FOR FULL BEARIN6 UNLESS NOTED OTHERWISE ON PLANS. 5. USE SIMPSON 'LU", 'LUS" OR 'HU' HANISER5 AT FLUSH JOISTS AND BEAM5 LNLE55 NOTED OTHERWI5E. MANUFACTURER TO DE516N HANGERS FOR ROOF TRUSSES AS OCCUR. 6. DENOTES SHEAR WALL AND LENGTH OF SHEAR WALL, FOR 5614EVULE SEE DETAIL 1/501. ALL PLYW000 SHEAR HALLS SHALL USE COMMON NAILS. -7. <>DENOTES 5TRON6 WALL, FOR SCHEDULE, ANCHORAGE, 4 FASTENERS SEE DETAIL 2/501. 1. PROVIDE Sx (OR 4x) MEMBERS AT ALL ADJOINING PLYWOOD ED6ES FOR SHEAR HALLS #5, #4, #5, 3 #b, AND DOUBLE SIDED SHEAR WALL CONDITIONS. &. MEMBERS MARKED A5 'DRAG' OR 'SHEAR' SHALL HAVE CONTINUOUS BOUNDARY NAILING. 4. ALL POSTS WITH HOLDOWNS OR STRAPS SHALL BE CONTINUOUSLY ED6E-NAILED. 10, ROOF DES16N LOAD: DEFLECTION: DEAD LOAD 11.5 P5F TOTAL LOAD L/240 LIVE LOAD I6D PSF LIVE LOAD Ll36O RA7FTER RK MEMBER SIZE RI6 2xb D.F. #2 AT I6" 0/C EILIN6 J015T 5GHEDULE RK MEMBER 51ZE 06I6 2xI0 D.F. #2 AT 16' 0/6 FRAMIN6 LE6END was amm- INDICATES MEMBER SPAN AND DIRECTION CANTILEVERED MEMBERS ; INDICATES EXISTING MEMBER SPAN AND DIRECTION HANGER POST OR COLUMN =� POST N HD HOLDOWN DENOTES STRON6 WALL. FOR SCHEDULE, LEN6TH, ANCHORAGE d FASTENERS SEE DETAILS 2/5DI. EXTENT OF SHEAR WALL DENOTE5 SHEAR WALL AND LENGTH OF 514EAR WALL, FOR SCHEDULE SEE DETAIL 1/5DI. O ARCHITECTS & STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210. COSTA MESA, CA. PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES. INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REMEW, THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF JERRY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED, ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NO. DATE REVISION I lj�-_Wtp A51WIW�@p@MN5 2 1-1-05 RESUE3MITTAL PROJECT TITLE: M I LLER 67ARA6f REOMODEL 11101 N. FLOWER. 5TREET 5ANTA ANA, CA. 112-106 PROJECT NO. O 4 _ (2 C.l SHEET TITLE ROOF FRAMING PLAN FOUNDATION PLAN STAMP ��p'�ESS/ph 9 8 No.2187 � d * r Ofi CA1 VAUD ONLY IF SIGNED IN RED d 2005 DRAWN BY T.G.L. GHECK,ED BY J.T. SCALE A5 NOTED PRINT DATE: SHEET NO. MARKLOAD SiLL NAILING FDN ANCHORAGE (E)-GARAGE DOOR In SHEATHING AS REQ'D _ SEE PANS 1 116" THICK STUCCO WITH PORTLAND 180 PLF i6d AT 8" O/C 5/8" A.B. AT 46" O/C 4 04 DOWELS SET 04 DOWELS T 4 B 51V# x 10" AB. AT 6'-0- CEMENT PLASTER WITH 1.40 PER SQUARE EMBED O/C UN.O. ON PLANS YARD 11 GA. GALV. WIRE LATH 4 16 GA. DEPRESS AT DOOR AS INTO SIMPSON 24" STAPLES (W/ 1/8" LEGS) AT b" O/C. REQUIRED SET EPDXY TIE If ADHESIVE SYSTEM P.T,DP. SILL PLATE 2 31S" THICK WALL SHEATHING, EXP. 1 260 PLF lbd AT to" O/C 5/8" A.B. AT 24" O/C 0-SLAB 4 RERN. PER ER 05219 VARIES SEE WITH Sd NAILS AT 6" O/C AT EDGES. _ .Q d EN.� ARCH'L, 3 3/6" THICK WALL SHEATHING, EXP. i 34S PLF 16d AT 4" O/C 5/6" A.B. AT 16" O/C m SLAB 4 REIN. PER WITH Sid NAILS AT 4" O/C. AT EDGES. 4r ' d • ° a 6" d PLAN 4 3/6" THICK WALL SHEATHING, EXP. 1 4W PLF 16d AT 3" O/C 2 ROWS 516" A.B. AT 12" O/G r r 4 d d .16. a MIN -- WiTH 8d NAILS AT 3" O1C AT EDGES. 16d AT 3" O/G v7ACsGERED � 314" AB. AT lro" O/C - p I -III -III —1 d d d F.G. ___ _ 9 5 3/S" THICK WALL SHEATHING, EXP. 1 585 PLF 2 ROWS 16d AT 5" O/C STAGGERED 5/S" A.B. AT 12" 0/G 4 1 1 1-1`i`i—I i I —I I a c (—� —� —) F(s. WITH 8d NAILS AT 2" O/C AT EDGES. 3/4" AB. AT 16" O/C a SAWGUT FOR NEW TO w of a ° �� 6"' AT 1 STORY 8' AT 2 STORIES i I -1 i i—t 1 1 6 15/32" THICK WALL SI-IEATHING STRUCT 1, 870 PLF SIMPSON SDSirax6" AT 3" 0/C 3/4" A.B. At 24" O/C EXP. 1, WITH 10d NAILS AT 2" O/C AT 3/4" A.B, AT 12" 01C d d EXISTING FTC SEE 4 a d . O (U-'4 Tt13 CONT. a DTL. 6/SD2 _____ SEE FDN PLAN NOTES ui LFOR SLAB EDGES. (3x SILL PLATE REOUiRED) NOTES: UNA. ON PLANS ,= d• Q N (3)-% T4B CONT. UA0. a UNDERLAYMENT I. )KINDICATES SiLL PLATE NAILING OR ANCHOR BOLTING FOR TWO SIDED APPLICATION. c° d • "4 CONT. T 4 B ON PLANS Q 2. CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. a 3" CLR "41 3. HOLDOUN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16", (INSPECTION REQUIREO), HOLDOWNS .. EXISTING FOOTING NEW FOOTING PER PLAN It * a• SHALL BE TIGHTENEED JUST PRIOR TO COVRING THE SHEAR WALL. ALL POSTS WITH HOLDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAiL. 3" CLR 4. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 2"4"x3/lb" SQUARE WASHER PLATES, 5. 4x MEMBER TO BE PROVIDED UNDER THE FLOOR SHEATHING TO RECEIVE SILL NAILING AT SHEAR WALLS 45, % AND TWO SIDED APPLICATION OF SHEAR WALL *4, 6. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED AT SHEAR WALLS *4, S 4 *b. 12" AT I STORY * SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1101.1 1; WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAiL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL OF THE CODE MUST BE PROVIDED DURING INSTALLATION. 12" AT 1 STORY BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. SILL 15' AT 2 STORIES V Fb01 5" AT 2 STORIES F5® PLATES SHALL BE 3-INCH NOMINAL AND NAILS SHALL BE STAGGERED. 8. ALL WOOD STRUCTURAL PANEL SHEATHIWs SHALL Be C-D, C-C AND OTHER GRADES COVERED IN THE U.B.C. STANDARDS 23-2 OR 23-3. FOOTING�1�®'114INEUJ To �xISTI 1G FOOTINn sGI�-mt 10 E�:�C�1�lo� ��� �c�o��>�� �T,Ams ro SHEAR' WALL SCHEDULE FEE 2001 G�� 1 GARAGE (E)-GARAGE DOOR IEt-SLAB t REiNF, F11IIIIIIIIIIII„ F, 1—I 11 a EXISTING Of FOUNDATION 4 S- REINFORCING M * FOR ALT, SEE pTL.14/SDl 12" (VERIFY) I rel ♦ - 4)0 (E , FOR ALI, SEE DTL.IVSD1 12" (VERIFY) NEW SLAB EXISTING FOOTING DRILL 14 HOLE (MAY BE SLOPED) 24" 4- INSTALL 64 RESAR AT IS" OIC 4 FILL W/ 11111*0 C' a o .� d d v . ' 4 d d I � a SHEAR WALL WNERF- OCCURS RT,DF. SILL PLATE W/ ALL THREAD BOLT SET INTO SiMPSON SET EPDXY TiE ADHESIVE SYSTEM PER ER®� IS21S EN, EMBEDMENT LENGTH u 'cet (U-S T t B CONT. / 3- CLR 14 d dl 7i ALL 'THREAD SPAGING/EME3EDMENT S.W. TYPE SIZE SPACING EMBEDMENT 1 ar " m 32" O/C 5" 2 $fa"4 24" OIC 5" 3 '�$"4 16" O/G 5" 4 3k,"4 12" O/G 5" 5 %no 12" O/C 5" 6rc"d+ 16" 0/C I b3r4 EXISTING SLAB t i EINFORCINCs EXISTING FOUNDATION 4 k: REINFORCING W_ DRILL 1"4 HOLE (MAY BE SLOPED) INSTALL "4 DOWELS 4) b" 12" (VERIFY) AT" O1C 4 FILL W/ "POROK" NOTES: • SPECIAL INSPECTION IN ACCORDANCE WiTH SECTION i10Li 1, FOR HARDY PANEL TO EXISTING FOOTING CONDITION SEE DETAIL 4/SDI. OF THE CODE MUST BE PROVIDED DURING INSTALLATION. 2. FOR HARDY PANEL AT OPENING SEE DETAIL 3/601. W IFblO FFA HFS FASTENERS ALLOWABLE (OR EQUAL) AT TYPE OF MARK MOI?EL NO. SHEAR #)FT TOP OF WALL HOLOOWN BOLTS (NOTE #4) PF HFNI214 1461 (5)-Ii456" 1,6110 P2F HF9xl9 1,8, 1421 (1)-ii ux3' 144 P3F HFSAS ills 2243 (W-1r4"x3" 11/6-0 P4F HFW4 14 1501 (10)-14"4" 1'6114 P5F HFW411Vi 2491 (11)-14"x3" 11r$114 NOTES: 1. ALL CONSTRUCTION AND INSTALLATION SHALL BE PER IC50 PFC-5342 AND RECOMMENDATIONS OF SIMPLIFIED STRUCTURAI. SYSTEMS. 2. ALL HOLDOiN BOLTS TO NAVE 1/2" x 3' x 3" PLATE WASHER 3. USE 21" (MIN) EMBEDMENT FOR 1/8" 4 14OLDOUN BOLT AND 36" )MIN.) FOR 11'1 414OLDOWN BOLT, 4. WHEN INSTALLING A 2-BY FILLER (WOOD WiTH SPECIFIC GRAVITY OF 0.5 OR GREATER) AT T1 E TOP OF CONNETiON, THE MINIMUM SCREW LENGTH IS 41f2 INCHES. ADJACENI WITH HFS e (OR EQUA RECOMMEi BUT NOT F TREATED BOTTOM F s4 "4 x 10' AS. WA WASHER 4 NUT 6 PANEL (ONLY) SrALE: 1v NEW ►L1 3 i v �XI* i .., rwwT I SCALE: 11 EXTERIOR CONT. FOOT) SGIA�k >�,I� 1 ',SIN L C l�l.. t' OIIN ,r-�1TiC�N 'c? = ') 1"=('-0" i SLAB 4 :CMG 's FOUNDATION 4 dCING 1 111101 1; zo_ 10i I rL m_ = (E)-WALL 50# x 10' A.B. AT 6'4' O/C UNa ON PLANS P.T.DR SILL PLATE VARIES SEE EN. ARCH'L. ——_----- d - (E)-SLAB 4 REINF. b" MIN F.G. Fr. 6' AT I STORY v -1 t t -1Ti—r i s 8" AT 2 STORKS ,7 . SAWCUT FOR NEW TO 4° a EXISTING FTG- SEE (1)•04 T4B CONT. UN.O. DTL. 6/SD2 ON PLANS a d 3" CLR 12" AT i STORY IV AT 2 STORIES ,.k. O ... .r ,, SIMPSON HPAHD22 W/ (21)-I6d TO POST AT SINGLE -POUR USE HPAW022-2P W/ (23)-16d TO POST AT DOUBLE -POUR SIMPSON "CB" MODIFIED - POST BASE SEE PLAN WI 3/8"x3" STRAPS W/ (2)-344 M$.12" BTW BOLTS 6 1/4" 0 SHEAR WALL WHERE OCCURS P.TD.F. SILL PLATE W/ ALL —POST PER PLAN THREAD BOLT SET INTO 2y2" SIMPSON SET EPDXY TI 01 ALL THREAD SPACINWEMBEDMENT S.W. TYPE SIZE SPACING EMBEDMENT i 5%"4 32" O/C 5" 2 5/a" 0 24" O/C 5" 3 5r$1l4 16" O/c b" 4 %-0 12" O/G 5" 5 blatto 12" O/C 511 b 3r,400 Ito" O1G b34c" HARDY FRAME PANEL 3/4" 4 THREADED ROD NUT 4 WASHER AT WHERE OCCURS W1 INSIDE BOTTOM OF SIMPSON SET EPDXY AT PANEL, TIGHTEN DOWN 24" PANEL (ONLY) TO ADJUSTING NUT SLAB t FiNF. PER ISTI S ADHESIVE SYSTEM PER ER 152113, CURB HEIGHT VARIES SEE TREATED BOTTOM PLAN ARCHL 3 ?4" T.O. BOLT PLATE _ POUR JOINT EN. EXISTING SLAB it TO T.O. CONC. 1 RECOMMENDED i L4FUEN OCCURS REII+FORGING E � TOP OF ROUND WASHER a ; d MTEHNT FLUSH W/ TOP OF FBII ! I BOTTOM PLATE i�iJ I i IL 11—I 1 1 1 I- 1—4" MIN. CURB WIDTH VA%E$ 1 III I I 4° - FG• I I SEE ARCH' a IT I I--i i i—I i 1 ADJUSTING NUT t 1 t t I i - ' BELOW TOP SURFACE� � DRILL 1"4 HOLE (MAY BE OF BOTTOM PLATE SLOPED) INSTALL 14 DOWELS q( AT iS' O/C t FILL WI "POROK" t� ° EXISTING �► 10+ ALL THREADED BOLT V SIMPSON SET ADHESIVE, FOUNDATION (U-S T 4 B CONT. EXISTING FOUNDATION 4 REiNFORCiNG CAPACITY k 11200' 3' CLR ICBO'ER-5219 6" Mk (VERIFY) �L ` NOTES: F130 • SPECIAL INSPECTION N ACCORDANCE WITH SECTION 110IJ FIFE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1101.1 OF THE CODE MUST FF25 OF THE CODE MUST BE PROVIDED DURING INSTALLATION. BE PROVIDED DURING INSTALLATION, SCALE:„112 XT ? I OR G1,I )NCB SCALE! HAf y R M A� C - 'Ct c:70'C , ,`' ., > POST PER PLAN SWEAT14 NG AS REO'D SEE PLANS 5!$-4 x 10" A.B. AT b'-0" 01C UNO. CN PLANS P.T,D,F. SILL PLATE VARIES SEE An i EN ARCH'L NG o SLAB 4 REIN. PER PLAN r EX L REINFORCING r r (oild MIRK. FG. ' SLAB t REINF. PER PLAN d. r ---r r , r rr r b„ AT i STORY I I-1 i 1—I i i EXISTING FOUNDATION t 8" AT 2 STORIES e d v. c d REINFORCING G FDN. PLAN NOTES `n 12" d d SEE FOR PLAN NOTES 41) d FOR SLAB OG �. * FOR SLAB 3" CLR a UNDERLAYMENT n 3M-04 CLR � DRILL 1"4 MOLE (MAYBE T46 CONT. UN.O. � P-� a UNDERLAYMENT c i ._ TYP. +n PAD REINF. PER M-+5 T 4 B CONT. PLAN TYR SEE PLAN FOR PAD SIZE Z. '� i► 1 ., b" 1. 12" (VERIFY) SLOPED). INSTALL 04 REBAR AT 19" O/C 4 FILL W 11PI R k F40 SCALE: S EX i ERI HARDY FRAME PANEL 2x FILLER i ADJACENT FRAMING WITH 4 HFS SCREWS (OR EQUAL) RECOMMENDED, BUT NOT REQUIRED 14 '10 x 10" AS. ( I W1 CUT WASHER 4 NUT s 24" t # PALL (ONLY) 1 } 11KNE DBL 2x CONT TOP PLATE 2'k FILLER ABOVE PANEL 114"4 x 412" HFS SCREWS (OR EQUAL) MOISTURE BARRIER RECOMMENDED (USE MOiSTOP,150 FELT OR EQUIVALENT) 4B. PER PLANS 23{" TA. BOLT TO T.O. CONCRETE RECOMMENDED "I "4 OR ALL THREAD HOLD DOWN BOLT (PER SCHEDULE) WITH 11/2NY SQUARE PLATE WASHER WIDOUBLE NUTS, OR TACK WELDED TO BOTTOM OF ROD EMBEMENT DEPTH PER NOTES 1I/AN41/2" WS SCREWSS(OR EQUAL)FROM PANEL TO TOP PLATES PER SCHED. LTP4 r-- PB Y4 OR Vvs "4 AL -THREADED HOLD DOWN BC LT (PER SCHEDULE) Wl 1 " x 3" SG2,IARE PLATE WASHER WDOUBLE NUTS, OR TACK ELDED TO BOTTOM OF ROD EMBEDMENT DEPTH PER Na ES v°. e a � "a a p - 4 3- CLR 10 12" AT 1 STORY 15" AT 1 STORIES F50 O Ct� FOOTING , 1'°- HARDY FRAME AT 10�M N�SLE: "' � O IN ARCHITECTS & STRUCTURAL ENGINEERS 350 EAST 17TH STREET, SUITE 210, COSTA MESA, CA. PHONE: (949) 645-2422 FAX: (949) 645-0526 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO JERRY TUCKER & ASSOCIATES, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT QF JERRY TUCKER & ASSQCIATES, INC. ALL RIGHTS RESERVED. ARCHITECT C26810 STRUCTURAI. ENGINEER 2187 NO, DATE REV151ON 1 11-12-04 PLAN CHECK 2 1-1-05 RESUBMITTAL PROJECT TITLE M I LLER V ARAV L R1Ew: M, 00*EwL I-11a N. FLOWER STREET SANTA ANA, GA. c12-106 PROJECT NO. SHEET TITLE 51n6 1 VRAL DETA I L5 STAMP �oQ�p1=ES�tON f 0 No.218 m ��rfiOPCA Q VAUD ONLY IF SIGNED IN RED 20 DRAAN BY T.C.L. CHECKED BY J.T. 50ALE A5 NOTED PRINT DATE }-`l-05 SHEET NO. WALL DAWN Ei ENGINEERS BEAM PER PLAN INC A35 OR L50 AT 24" O/C ARCHITECTS L ROOF SHEATHING 350 EAST 17TH STREET, SUITE 210, COSTA MESA. CA. STRAP PER PLAN PER PLAN CONT. ENTIRE LENGTH PHONE. (949) 645-2422 FAX: (949) 645-0526 ST-22 STRAP Or- TOP PLATES TYP. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AT 46"O/C JERKY TUCKER & ASSOCIATES. INC. AND IS FURNISHED IN ROOF RAFTERS CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, DOUBLE TOP KATE$ OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE ROOF SHEATHING PER PLAN USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT RAFTERS PER PLANS B.N. OF JERKY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. PER PLAN 2x BLOCKING ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NEAR WALL PER PLAN NO. DATE RZV1510N EN. EN. L CEILING JOIST WHERE 1 11-12-04 PLAN CHECK OCCURS PER PLAN 2 1-1-05 REI5,L15MITTAL APPROVED RIDGE BEAM SIMPSON PER PLAN SHEAR WALL WHERE HANGERS OCCURS PER PLAN D 0201 R13-1 RIO 20 SCALE. SCALE- SCALE- SCALE*. SCALE: III w 41111111111 12 STRAP TO PLATES 4 EAVP A35 OR 1_50 AT 24" O/C ROOF SHEATHING (N)-ROOF SHEATHING CONT. ENTIRE LENGTH PER PLAN RAFTERS PER PLANS (E)_ROOF OF TOP PLATES TYP. B.N. 2x SOLID B.N. BLOCKING 2x BLOCKING PROJECT TITLE ROOF RAFTERS EN. MILLFR PER PLAN EN. (TYP.) L CEILING JOIST WHERE &ARA&E BEAM PER PLAN OCCURS PER PLAN EMOD F L I(od AT &I' O/C OR L50'S (E)- 1'7101 N. FLOAER STREET AT 24" O/C Ll SANTA ANA, CA. -:12106 RIO SCALE: XCALE: E A \/J= SCALE: =m 2 A L E: SCALE: S INT"IOR *w%# 2 -OR PROJECT NO. 04-12ci SHEET TITLE RIDGE BEAM PER PLAN WI SADDLE I U SLOPED DOWN SKEWED OFFSET DEOrAIL5 EXISTIWz 81A13 NEW FOOTING PER PLAN (N) OR (E)-HIP 0 PER PLAN DRILL I" WOLE (MAYBE SLOPED) 4" 2411 INSTALL *4 REBAR MIN. MIlt AT 18" OX 4 FILL W/ 11FIORNII 7 'a EQ 4x KING POST 10 SCALE: ( E. SCALE: SCALE.- SCALE. BEAM PER PLAN 11' -011 IIIII-011 lie 14 10 NEOW TO EXISTING... FOOTIN f ESSS ROOF SHEATHING PER PLANS— 8, I&d AT Sit O/C A3,5 AT 24" O/C IIN7 SN. 111-11110 W/ op SADDLE CASE C� VALID ONLY IF SIGNED SLOPED IN RED SKEWE D OFFSET JAN 0 7 2005 RIDGE BEAM (N) OR (E)-HIP PER PLAN PER PLAN 2x SOLID BLOCKING EN. AT 48" OIC E.N. DRAWN 5Y 2x CONT (2xI2 MAX.) x SILL NAIL-\ SILL NAIL CHECKED BY J.T. BEAM PER (N) OR (E)-HIR SCALE AS NOTED PLAN PER PLAN EN. BEAM PER PLAN PRINT DATE 1-1-05 (A) (5) FLAN VIE SHEET Na. 0`2 SCALE: SCALE: SCALE- SCALE: SCALE -E" INTERIOR PARALLEL SHEAR WALL ENGINEERS BEAM PER PLAN INC A35 OR L50 AT 24" O/C ARCHITECTS L ROOF SHEATHING 350 EAST 17TH STREET, SUITE 210, COSTA MESA. CA. STRAP PER PLAN PER PLAN CONT. ENTIRE LENGTH PHONE. (949) 645-2422 FAX: (949) 645-0526 ST-22 STRAP Or- TOP PLATES TYP. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AT 46"O/C JERKY TUCKER & ASSOCIATES. INC. AND IS FURNISHED IN ROOF RAFTERS CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, DOUBLE TOP KATE$ OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE ROOF SHEATHING PER PLAN USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT RAFTERS PER PLANS B.N. OF JERKY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. PER PLAN 2x BLOCKING ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NEAR WALL PER PLAN NO. DATE RZV1510N EN. EN. L CEILING JOIST WHERE 1 11-12-04 PLAN CHECK OCCURS PER PLAN 2 1-1-05 REI5,L15MITTAL APPROVED RIDGE BEAM SIMPSON PER PLAN SHEAR WALL WHERE HANGERS OCCURS PER PLAN D 0201 R13-1 RIO 20 SCALE. SCALE- SCALE- SCALE*. SCALE: III w 41111111111 12 STRAP TO PLATES 4 EAVP A35 OR 1_50 AT 24" O/C ROOF SHEATHING (N)-ROOF SHEATHING CONT. ENTIRE LENGTH PER PLAN RAFTERS PER PLANS (E)_ROOF OF TOP PLATES TYP. B.N. 2x SOLID B.N. BLOCKING 2x BLOCKING PROJECT TITLE ROOF RAFTERS EN. MILLFR PER PLAN EN. (TYP.) L CEILING JOIST WHERE &ARA&E BEAM PER PLAN OCCURS PER PLAN EMOD F L I(od AT &I' O/C OR L50'S (E)- 1'7101 N. FLOAER STREET AT 24" O/C Ll SANTA ANA, CA. -:12106 RIO SCALE: XCALE: E A \/J= SCALE: =m 2 A L E: SCALE: S INT"IOR *w%# 2 -OR PROJECT NO. 04-12ci SHEET TITLE RIDGE BEAM PER PLAN WI SADDLE I U SLOPED DOWN SKEWED OFFSET DEOrAIL5 EXISTIWz 81A13 NEW FOOTING PER PLAN (N) OR (E)-HIP 0 PER PLAN DRILL I" WOLE (MAYBE SLOPED) 4" 2411 INSTALL *4 REBAR MIN. MIlt AT 18" OX 4 FILL W/ 11FIORNII 7 'a EQ 4x KING POST 10 SCALE: ( E. SCALE: SCALE.- SCALE. BEAM PER PLAN 11' -011 IIIII-011 lie 14 10 NEOW TO EXISTING... FOOTIN f ESSS ROOF SHEATHING PER PLANS— 8, I&d AT Sit O/C A3,5 AT 24" O/C IIN7 SN. 111-11110 W/ op SADDLE CASE C� VALID ONLY IF SIGNED SLOPED IN RED SKEWE D OFFSET JAN 0 7 2005 RIDGE BEAM (N) OR (E)-HIP PER PLAN PER PLAN 2x SOLID BLOCKING EN. AT 48" OIC E.N. DRAWN 5Y 2x CONT (2xI2 MAX.) x SILL NAIL-\ SILL NAIL CHECKED BY J.T. BEAM PER (N) OR (E)-HIR SCALE AS NOTED PLAN PER PLAN EN. BEAM PER PLAN PRINT DATE 1-1-05 (A) (5) FLAN VIE SHEET Na. 0`2 SCALE: SCALE: SCALE- SCALE: SCALE -E" INTERIOR PARALLEL SHEAR WALL BEAM PER PLAN INC A35 OR L50 AT 24" O/C ARCHITECTS L ROOF SHEATHING 350 EAST 17TH STREET, SUITE 210, COSTA MESA. CA. STRAP PER PLAN PER PLAN CONT. ENTIRE LENGTH PHONE. (949) 645-2422 FAX: (949) 645-0526 ST-22 STRAP Or- TOP PLATES TYP. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO AT 46"O/C JERKY TUCKER & ASSOCIATES. INC. AND IS FURNISHED IN ROOF RAFTERS CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING, DOUBLE TOP KATE$ OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE ROOF SHEATHING PER PLAN USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT RAFTERS PER PLANS B.N. OF JERKY TUCKER & ASSOCIATES, INC. ALL RIGHTS RESERVED. PER PLAN 2x BLOCKING ARCHITECT C26810 STRUCTURAL ENGINEER 2187 NEAR WALL PER PLAN NO. DATE RZV1510N EN. EN. L CEILING JOIST WHERE 1 11-12-04 PLAN CHECK OCCURS PER PLAN 2 1-1-05 REI5,L15MITTAL APPROVED RIDGE BEAM SIMPSON PER PLAN SHEAR WALL WHERE HANGERS OCCURS PER PLAN D 0201 R13-1 RIO 20 SCALE. SCALE- SCALE- SCALE*. SCALE: III w 41111111111 12 STRAP TO PLATES 4 EAVP A35 OR 1_50 AT 24" O/C ROOF SHEATHING (N)-ROOF SHEATHING CONT. ENTIRE LENGTH PER PLAN RAFTERS PER PLANS (E)_ROOF OF TOP PLATES TYP. B.N. 2x SOLID B.N. BLOCKING 2x BLOCKING PROJECT TITLE ROOF RAFTERS EN. MILLFR PER PLAN EN. (TYP.) L CEILING JOIST WHERE &ARA&E BEAM PER PLAN OCCURS PER PLAN EMOD F L I(od AT &I' O/C OR L50'S (E)- 1'7101 N. FLOAER STREET AT 24" O/C Ll SANTA ANA, CA. -:12106 RIO SCALE: XCALE: E A \/J= SCALE: =m 2 A L E: SCALE: S INT"IOR *w%# 2 -OR PROJECT NO. 04-12ci SHEET TITLE RIDGE BEAM PER PLAN WI SADDLE I U SLOPED DOWN SKEWED OFFSET DEOrAIL5 EXISTIWz 81A13 NEW FOOTING PER PLAN (N) OR (E)-HIP 0 PER PLAN DRILL I" WOLE (MAYBE SLOPED) 4" 2411 INSTALL *4 REBAR MIN. MIlt AT 18" OX 4 FILL W/ 11FIORNII 7 'a EQ 4x KING POST 10 SCALE: ( E. SCALE: SCALE.- SCALE. BEAM PER PLAN 11' -011 IIIII-011 lie 14 10 NEOW TO EXISTING... FOOTIN f ESSS ROOF SHEATHING PER PLANS— 8, I&d AT Sit O/C A3,5 AT 24" O/C IIN7 SN. 111-11110 W/ op SADDLE CASE C� VALID ONLY IF SIGNED SLOPED IN RED SKEWE D OFFSET JAN 0 7 2005 RIDGE BEAM (N) OR (E)-HIP PER PLAN PER PLAN 2x SOLID BLOCKING EN. AT 48" OIC E.N. DRAWN 5Y 2x CONT (2xI2 MAX.) x SILL NAIL-\ SILL NAIL CHECKED BY J.T. BEAM PER (N) OR (E)-HIR SCALE AS NOTED PLAN PER PLAN EN. BEAM PER PLAN PRINT DATE 1-1-05 (A) (5) FLAN VIE SHEET Na. 0`2 SCALE: SCALE: SCALE- SCALE: SCALE -E" INTERIOR PARALLEL SHEAR WALL