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MUP 2004-5330 CaN L a: City of La Quinta Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. M(.(P 04 - 53;3 Date ecvd. Z p Fee: 15 Related Apps.: Logged in by: M, l TION FOR MINOR USE PERMIT APPROVAL I COMA600 fl' D2TME�Vtu rm-,•, DFPAR MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT L �t N G S 6 1 Q SO r') (Print) MAILING ADDRESS 5 - �� E P_ -A Phone No. '� L© S 6Lk q 615' CITY, STATE, ZIP: L q Q N (� 0_"A R ZZ S 'S Fax No, PROPERTY OWNER (If different):_ (Print) MAILING ADDRESS: CITY, STATE, ZIP: PROJECT LOCATION: -5 4- 1 y t k C e'_ c e-0 Phone No. Fax No. PROPOSED USE AND/OR CONSTRUCTION (Including operational information): (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): LA 3 (D A 18\Minor Use Permit _■ Sr1BMISSION REOUIREMENTSO ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 8'/z" x 11". ❑ Filing fee for Minor Use Permit. if filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT A f\�C [ -SC� P3 (Please Print) SIGNATURE OF APPLICANT--L,,;,DATE NAME OF PROPERTY OWNER N CIZ 113 S 6 N (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for.applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit 0 4(lLE COPY T -,a* 4p P.O. Box 1504 78-495 CALLS TAMFICO LA QUINTA, CALIFORNIA 92253 October 19, 2004 Mr. Lance Gibson 54-145 Avenida Herrera La Quinta, CA 92253 SUBJECT: Approval of Minor Use Permit 2004-533 Dear Mr. Gibson: (760) 777-7000 FAX (760) 777-7101 Your request for Minor Use Permit 2004-533 to allow a second residential unit to your residence at 54-145 Avenida Herrera is hereby approved as shown on the attached plans, subject to the following conditions: 1 . A building permit is required from the Building and Safety Department. 2. The hobby room/studio shall not be used as a rental unit. Should you have any questions, please call me at (760) 777-7064. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR STAN B. SAWA Principal Planner sbs Attachment C: Building and Safety Department p:\stan\mup to \mup 2004-533 I r app.doc GENERAL NOTES.- 1.) OTES:1.) WARNING, PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONERS OFFICE. 2.) LANDSCAPED AREAS INDICATED SHALL BE PROVIDED WITH FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM WITH APPROVED BACKFLOW DEVICE. 3.) TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRADES UNTIL THE COMPLETION OF THE WORK 4.) ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. 6.) NO UTILITY TRENCHES SHALL BE LOCATED PARALLEL TO A FOOTING AND DEEPER THAN 18" LOCATED WITHIN A DISTANCE OF 4' OF A BUILDING FOOTING. 125 AMP MAIN PANEL MECHANICAL EQUIP. SUPPORTED BY THE GROUND SHALL BE ISOLATED FROM THE GROUND BY A LEVEL CONCRETE SLAB EXTENDING NOT LESS THAN 3 INCHES ABOVE THE ADJ. GROUND. Additional notes per Owner's request I I M BUILDING CODES, BASED UPON THE r EDITION co UNIFORM -4 2000 z OF THE i is PLUMBING CODE, 2000 EDITION OF THE UNIFORM MECHANICAL CODE, z L7 OF THE S DRIVEWAY APPROACH REQUIRES SEPERATE O '^ 0 PERMIT AND INSPECTION 0 FROM CITY OF LA QUINTA m z PUBLIC WORKS DEPT. n 1 m I 1, POOL q 1111141,11111 111111111 "�. ----®--®----1 ff I 20'-0" 6' PLASTER WALL 0 1% MIN SLOPE LAWN 15GAL TREE I1 PROPANEF771 F71 _ CONCRETE DRIVE 00- \ I 15 GAL TREE a SLOPE \0000 LAWN 15GAt TREE WN f In __ I In I% min SLOPE _- 1% MIN SLOPE - MIN. 5'HIGH WOOD FENCE 100' AND RETAINING WALL AS REQUIRED CALLE CHILLON SITE ---- CALLE MADRID VICINITY MAP 2001 BUILDING CODES, BASED UPON THE r EDITION OF THE UNIFORM 1 2000 EDITION OF THE i is PLUMBING CODE, 2000 EDITION OF THE UNIFORM MECHANICAL CODE, 1999 1 OF THE NATIONAL DRIVEWAY APPROACH REQUIRES SEPERATE a PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPT. '1 a i a i 1 i a i a a i 1 1 SER CO ECTION PER CITY STANDARDS - — 1 i DRIVEWAY APPROACH a �- i�<Y��� REQUIRES SEPERATE i ° PERMIT AND INSPECTION' FROM CITY OF LA QUINTAi CUU PUBLIC WORKS DEPT. A i a i a i 1 CALLE CHILLON SITE ---- CALLE MADRID VICINITY MAP 2001 BUILDING CODES, BASED UPON THE 1997 EDITION OF THE UNIFORM BUILDING CODE, 2000 EDITION OF THE UNIFORM PLUMBING CODE, 2000 EDITION OF THE UNIFORM MECHANICAL CODE, 1999 EDITION OF THE NATIONAL ELECTRICAL CODE GRADING NOTES: 1.) NO FILL SHALL BE PLACED ON EXISTING GROUND PRIOR TO CLEARING OF DELETERIOUS MATERIAL PER DHSMC 150.004 (B). 2.) PROPERTY CORNERS SHALL BE DELINEATED IN THE FIELD PRIOR TO CONSTRUCTION / GRADING PER DHSMC 150.004 (G) North 1/8'1 = 11 OWNER: Lance Gibson Job Address: 54-145 Avenida Herrera APPROVED BY COMMUNITY DEVELOPMEN•f OEPA T�P+6,di B✓ A 1 �( DATE 1 �I TO EXHIBIT CONTRACTOR: CASE NO. MOP off - s33 Molnar Construction 77-027 California Dr. Palm Desert, CA 92211 (760)345-9564 LEGAL DESCRIPTION: APN: 774-213-018-1 LOT #7 blk 283 of Santa Carmelita at Vale La Quinta unit 26 book 20 page 50 Riverside County SITE LAYOUT BRIAN T. DIEBOLT xl .: : • iii LANCE .O RESIDENTIAL ENERGY REQUIR: 1.) ALL NEW GLAZING WILL BE INSTALLED WITH CERTIFYING LABEL ATTACHED, SHOWING U -VALUE. 2.) PIPING FOR RECIRCULATING WATER HEATING SYSTEM IS REQUIRED TO INSULATE FOR THE ENTIRE LENGTH REGARDLESS OF LOCATION PER SECTION 150 0)2- 3.) LIGHTING IN KITCHENS SHALL HAVE LAMPS PROVIDING A MIN. OF 40 WATT (NO COMPACT FLUORESCENT). A FIXTURE WHICH IS THE ONLY LIGHTING IN THE KITCHEN WILL BE CONSIDERED GENERAL LIGHTING. GENERAL LIGHTING SHALL BE CONTROLLED BY THE MOST ACCESSABLE SWITCH. 4.) FLUORESCENT FIXTURES SHALL NOT CONTAIN MEDIUM BASE INCANDESCENT LAMP SOCKET AND SHALL BE ON SEPERATE SWITCHES FROM ANY INCANDESCENT LIGHTING. 5.) ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED CEILINGS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (TYPE IC) BY UL OR OTHER APPROVED LABS 6.) ALL SHADING DEVICES MUST BE INSTALLED PRIOR TO FINAL INSPECTION. IN SHOWERS AND TUB -SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES AS&ICIA Eu FLuSnGME-1 ER VALVES SHALL USE NO MORE THAN 1.6 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD Al 12.19.2 GENERAL NOTES: 1.) UPON COMPLETION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER. POST THIS CERTIFICATE IN A CONSPICUOUS PLACE INSIDE THE DWELLING. 2.) FIXTURES HAVING SLIP JOINT CONNECTIONS SHALL BE PROVIDED WITH AN ACCESS PANEL PER UPC SECTION 904(b) 3.) WHERE ANY 2" VENT RUNS HORIZ. IN WALL, THE MINIMUM STUD SIZE FOR THAT WALL IS TO BE 2x6 FOR THAT PLUMBING WALL. 4.) PROVIDE A 1-3/4" THICK SOLID CORE DOOR WITH A SELF CLOSER AT SEPERATION WALL BETWEEN GARAGE AND RESIDENCE. 5.) DRYER DUCT SHALL BE SMOOTH METAL AND SHALL HAVE A BACK DRAFT DAMPER PER UMC. 6.) WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND DRAIN LINE TO EXTEND TO THE OUTSIDE. - ALL CONSTRUCTION SHALL COMPLY WITH THE 1998 CALIFORNIA BUILDING PLUMBING, MECHANICAL, AND ELECTRICAL CODES AND ALL OTHER LOCAL COPES AND ORDINANCES. - ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. - PROVIDE A NON -REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE -BIBS YCJ iv-i-LlrullL.CJ JllliLL Vi. JCVUiCCLT r"A01 cI`1�U ON2LAUC 0 0 ELECTRICAL SYMBOLS DUPLEX OUTLET WALL MTD. @ 12 -ABOVE F.F. GROUND FAULT CIRCUIT INTERRUPTION DUPLEX OUTLET HALF -HOT AS SHOWN SE 220 v. OUTLET ON DEDICATED CIRCUIT 220 v. OUTLET WITH DISCONNECT TELEPHONE OUTLET CABLE TELEVISION OUTLET SINGLE POLE SWITCH TWO POLE SWITCH DIMMER SWITCH DOOR BELL BUTTON PR=MIN20 TERS WALL MOUNTED CHIME ON TRANSFORMER IN S WALL MOUNTED LIGHT FIXTURE @ 80- -¢- CEILING MOUNTED LIGHT FIXTURE PROVIDE METAL BOX TO SUPPORT FAN - RECESSED CANISTER FIXTURE Q 110 v SMOKE DETECTOR WITH BATTERY BACK -IIP E;;{,rwsr 9u1 4' FLUORESCENT FIXTURE 2' FLUORESCENT FIXTURE ELECTRICAL NOTES: 1.) ALUMINUM CONDUCTORS ARE PERMITTEED ONLY IF SIZE 110 OR LARGER, AND ONLY TO FEED MAIN OR SUB -PANELS ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE COPPER. 2.) PROVIDE AT LEAST TWO 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO SERVE KITCHEN, BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCIUTS SHALL HAVE NO OTHER OUTLETS. 3.) PROVIDE AT LEAST ONE 20 -AMPERE TO SERVE LAUNDRY APPLIANCES SUCH CIRCIUTS SHALL HAVE NO OTHER OUTLETS. 4.) PROVIDE AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT TO SERVE BATHROOM RECEPTACLES, SUCH CIRCIUTS SHALL HAVE NO OTHER OUTLETS. 6'-3112" I 8'-13/4" SHELF 6 POLE PH BIFO LD cl� LC v n O FLUOR ` 3'-3 1/2" I 3'-3 1/2" 6'-7" 16'-0" 4X10 7'-10 1/4" AFCI BREAKERS It ' AFCI BREAKERS 9'-8 1/2" 6068 SIdr , 4X10 I 16'-0" 6'-3 1/2" 1.) EXTERIOR WALLS TO BE 2x4's @ 16" O.C. 2.) WALL INSULATION TO BE R-13 3.) CEILING INSULATION TO BE R-38 4.) PLATE HGT TO BE 8'-1" ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE -DEVELOPED RATING RATING OF NOT MORE THAN 450 (CBC 2602.3) 45-4- 70'-0" 22'-8 1/2" 9'-13/4" I o ul til ,row ' _ r KITCHEN ; JPEr t r i 3'-7 3/4" 1 25'-0" I PROVIDE T&P VALVE SET TO OPEN AT NOT MORE THAN 150 PSI EXTEND DRAIN PIPE TO OUTSIDE OF BUILDING AND TERMINATE I 140NOTGAL MORE THAN Z NOR LESS THAN 6" ABOVE GROUND AND POINT ' nvA n Hw -I DOWNWARD WITH END UNOBSTRUCTED. J `18" PLATFORM PROVIDE SEISMIC as STRAP AT TOP AND FAU BOTTOM 1/3 OF TANK •--IRON PIPE BARRIER DINING \RM.= R/A — fluorescent GUESTHOUSE LIVING ROOM 725 SF \ \ \ TV PH _ ll' -2 1/2" '6068 Sldr 4X10 I 22'-5" 70'-0" 11'-2 --------------- N 13/4"THICK SOLID CORE DOOR W/ SELF 2868 CLOSING HINGES a 1 - PROVIDE 5/8" TYPE "X" GYP BOARD d a ON GARAGE TO GARAGE LL 0 HOUSE WALL r v TV r V s DRY r r !D i AS m fluorescent PROVIDE RC 1 TURING 4'-3 1/2" � 5 r N7 6068 BYPASS Fff\ O HOBBY\ RM / STUDIO CD CHANNELS (1 16" O.C. PERP TO TRUSSES AND APPLY 5/8" TYPE "X" GYRBOARD TO CEILING. 134' THICK SOLID 6'411/2" CORE DOOR W/ SELF CLOSING HINGES 6FT WORKSHOP STUDIO 474 5F 6016 4X10 I 13'-8" on 'tY \ r 2468 BATH 8'-7" 4X10 6016 I i� w � N N 0 0 <7- 1199 SF LIVING AREA 521 SF GARAGE 11 OWNER CHANGES ) N 0 V N !D m O 0 0 0 <7- 1199 SF LIVING AREA 521 SF GARAGE 11 OWNER CHANGES ) GENERAL CONCRETE NOTE: 1.) ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. 2.) ANCHOR BOLTS TO BE MIN 5/8" x 10" WITH MIN. 7" EMBEDMENT INTO CONCRETE, PROVIDE 2" x 2" PLATE WASHERS AT ALL ANCHOR BOLTS. 3.) CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI @ 28 DAYS. 4.) CONCRETE SHALL BE KEPT WET DURING CURING PROCESS TO REDUCE CRACKING DURING CURING PROCESS. 5.) CONTACTOR SHALL MAKE SURE WELDED WIRE MESH IS PULLED UP INTO CENTER OF SLAB DURING CONCRETE POUR. 6.) WHERE 3x SILL PLATE IS USED, CONTRACTOR TO VERIFY BOLTS ARE PLACED HIGH ENOUGH FOR WASHER AND NUT + 1/4" THREAD AT TOP. (APPROX 4" FROM SURFACE OF CONCRETE) 7.) PROVIDE 26 GAUGE GALVANIZED WEEP SCREED AT ALL FOUNDATION PLATE LINE. 1" STUCCO --- WEEP SCREED v 0 o 111 110 ito Scale: 3/4"=1' 518" GYP. BD.— STEP DOWN o 12" 0 4'-0" 70'-0" 22'-3 1/2" 22'-8 1/2" 25'-0" 18'-3 1/2" 4'-0" I —f ----- ------------------ ----- ------ ----- ---------- - L1 PROVIDE ANCHOR BOLTS AT INTERIOR FOOTING WALLS nl 5/8" x 10" ANCHOR BOLTS WITH 2" x 2" x 3/16" PLATE WASHERS E) 10 1 I , I I I I I I , I °, - -��-- - -- -- -- ----- - - ---- - - - -- - 4'-0" M I I I STHD10's --- ----------------- ----------------- 3 _ N 6 ' [ , ; 5THDIO's ®IRON PIPE BARRIER 1 I /D 24-8 1/2" L 2500 PSI CONCRETE +' i ni'CK v'/I'7r16x6 10/1011 f r- CENTERED IN SLAB PROVIDE 10 MIL VISQUEEN VAPOR BARRIER i 2 o 1 SLOPE N ' 1% MIN "' 1 mmmam I , ' I 1 1 5'-3 1h" 8'-0" 6'10" 4'-0" I 3'-6" 4' 0" I 6'10" 8'-21/2" N ' 2 45'-0" THIS PROJECT IS PROPOSED i0 MEET THE PRESCRIPTIVE PROVISIONS OF CBC 2320 FOR LIGHT FRAME CONSTRUCTION. r w i' r Is e� �9 ON aI i 2X's @ 16" O.C. 2x TREATED PLATE 5/8"x10" ANCHOR BOLT 1/2" DRYWALL 6x6 10/10 Yoffid- L2" SAND FILL 2 #4 REBAR 2X's @ 16" O.0 1"STUCCO -E? SOREE S- 6" STEM WALL 2X's @ 16"O.C. 2X TREATED PLATE 5/8"x10" ANCHOR BOLT @ 48" O.C. (24" O.C. @ SHEAR PANELS) 1 6X6 10/10 WWM I VARIES P, v I e o Scale: 3/4"=1' WOOD PLATES SHALL BE BOLTED TO THE FOUNDATION WITH A MINIMUM OF TWO BOLTS PER PIECE, WITH ONE BOLT NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM THE END OF EACH PIECE. 2X TREATED PLATE ,/,5/8"x10" ANCHOR BOLT @ 48" O.C. (24" O.C. @ SHEAR PANELS) VARIES v o e 0- 12" FOOTING DETAIL Scale: 3/4"=1' 1" STUCCO — WEEP SCREED SLOPE 1/4":1'-0" 0 2 #4 REBAR 2X's @ 16" O.C. 2x TREATED PLATE 5/8"x10" ANCHOR BOLT 1/2" DRYWALL 6x610/10 VWVM � Scale: 3/4"=1' 2" SAND FILL 2 #4 REBAR 1/2" GYP. BD. e o� 2X's @ 16" O.C. 2X TREATED PLATE 5/8"x10" ANCHOR BOLT @ 48" O.C. (24" O.C. @ SHEAR PANELS) ` VARIES v a 2 #4 REBAR FOOTING DETAI Scale: 3/4"=1' 3" IRON PIPE— C:) (FILLED WITH cr) CONCRETE) I I CD , 1 1 T ' ' L I �r -- 1 1-011 Scale: 3/4"=1' SET INTO CONCRETE FOOTING � I tp `r 14'-31/ 3'-0" 17'-81/2" o I N 3 0 b �- ---- ------ ------- --------- - - -T--'i 1 % 1 PROVIDE ANCHOR BOLTS AT INTERIOR FOOTING WALLS L0 5/8" x 10" ANCHOR BOLTS WITH 2" x 2" x 3/16" PLATE WASHERS ' I I N ' � 1 .p ' M 1 ' 1 2500 PSI CONCRETE ; ' 4" THICK WITH 6x6 10/10 WWM 1 CENTERED IN SLAB ; STHD10 OVIDE 10 MIL VISQUEEN VAPOR BARRIER I I ' STHDIO O - 1 v- 1 I I I � 2'-8" STHWO's 5THDIO's 25'-0" MAX. HGT FOR ALTERNATE BRACED WALL PANELS IS 10'-0" 4'_� EXTERIOR BRACED WALL PANEL: (4' MIN WIDTH) APPLY 3/8"CDX OR EQUAL WITH 8d NAILING. 6" O.G. EDGES mmommummousm 8d @ 12" O.C. FIELD. USE MIN. 2 ANCHOR BOLTS PER PANEL. 2' 8" WHERE EXTERIOR WALL PANEL IS LESS THAN N BUT MORE THAN 2'-8": -1 MIN. W/ 5TRAP5 USE 3/8" MIN CDX OR EQUAL NAILED WITH 8d @ 6" EDGES r-571 AND 8d @ 12" O.C. FIELD OVER STUDS @ 16" O.C. BLOCK ALL EDGES USE 2 AIJCHOR BOLTS AT QUARTER POINTS AND STHD10 HOLDOWN AT EACH END OF PANEL 4'4" TWO SIDES I INTERIOR BRACED WALL PANEL: PROVIDE GYP. BOARD 1/2" THICK SHEATHING NAILED WITH D„ 8d COMMON AND BLOCKED BY 4' WIDE BOTH SIDES OR 8' ONE SIDE ON STUDS SPACED AT 16" O.C. AND NAILED @ 7" O.C. WITH ONE SIDE MIN. #11 GUAGE NAILS 1-3/4" LONG, 7116" HEAD, DIAMOND POINT GALVANIZED. THIS PROJECT IS PROPOSED TO MEET THE REQUIREMENTS OF CBC 2320 FOR CONVENTIONAL LIGHT FRAME CONSTRUCTION Y OWNER CHANGES I C) 1 C) CV CONT. SHEAR TO ROOF SHTG. 3 R-38 INSULATION I 2x4's @ 16" O.C. - R-13 INSULATION 1/2" DRYWALL I 2468 5/8" X 10" ANCHOR BOLTS TREATED PLATE it O2468 OCL 4--1 n II „0 141 3- , 24" OVERHANG 1" STUCCO WEEP SCREED FG 451-®11 MAX. OVERHANG TO BE 1'-6" AT S SIDEYARD SETBACK r CONT. SHEAR TO ROOF 5HTG. 4X ROOF TILE ATTACHMENT TO BE: 11 GA. ELECTRO GALV. NAIL WITH 5/16" HEAD AND MIN 3/4" PENETRATION INTO ROOF SHTG. ROOF SHTG. (TYP) 15/32" O.S.B. STIR 1 P.I.I. 24/16 W/ 10d @ 6" EDGES BOUNDRY & SUPPORTED ENDS, 12" O.C. FIELD. PREMANUFACTURED TRUSSES TILE ROOF OVER 30# FELT 2x BLOCKING 40 1 Sldr iII4X10 N PROVIDE MIN 28 GAUGE VALLEY FLASHING TILE ROOF ICBG # 2656P ROOF ASSEMBLY TO HAVE A CLASS "A" RATING 451_11 2x6 FASCIA SEE FOUNDATION PLAN TYPICAL BUILDING SECTIOIN SCALE: 3/8" = 1'-0" 2 �x 1 0 x x Ir - BRNG WALL CONT. SHEAR TO ROOF 5:12 pitch andar ;truss 4X8 6016 4X10 CALIF. 4X10 6016 251_11 d MAX. HGT FOR ALTERNATE BRACED WALL PANELS IS 10'4" 2 4--011._I EXTERIOR BRACED WALL PANEL: (4' MIN WIDTH) APPLY 3!8" CDX OR EQUAL WITH 8d NAILING . 6" O.C. EDGES 8d @ 12" O.C. FIELD. USE MIN. 2 ANCHOR BOLTS PER PANEL. Z 8" WHERE EXTERIOR WALL PANEL IS LESS THAN 4' BUT MORE THAN 2'-8" —� MIN. W/ STRAPS USE 3/8" MIN CDX OR EQUAL NAILED WITH 8d @ 6" EDGES AND 8d @ 12" O.C. FIELD OVER STUDS @ 16" O.C. BLOCK ALL EDGES STHD10 USE 2 ANCHOR BOLTS AT QUARTER POINTS AND STHD10 HOLDOWN AT EACH END OF PANEL 4 2 ' INTERIOR BRACED WALL PANE) PROVIDE GYP. BOARD 'I/2" THICK SHEATHING NAILED WITH 81-01, 8d COMMON AND BLOCKED BY N WIDE BOTH SIDES OR 8' ONE ONE SIDE SIDE ON STUDS SPACED AT 16" O.C. AND NAILED @ 7" O.C. WITH MIN. #11 GUAGE NAILS 1-3/4" LONG, 7/16" HEAD, DIAMOND POINT GALVANIZED. THIS PROJECT IS PROPOSED TO MEET THE REQUIREMENTS OF CBC 2320 FOR CONVENTIONAL LIGHT FRAME CONSTRUCTION STRUCTURALNOTES: 1. 4x AND 6x BEAMS SHALL BE DF #1 2. 2x FRAMING SHALL BE DF 92 3 2x STUDS SHALL BE DF #2. 4. TOP PLATE SPLICE: USE (10) 16d NAILS EACH SIDE OF SPLICE. 5. ALL NAIL HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS, EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER. 6. USE COMMON NAILS. 7 SHEAR PANEL NAIL SPACING TO HOLDOWN POSTS TO BE EDGE NAILING. 8. AT HEADER, NAIL 2x TRIMMER STUD TO 2x KING STUD WITH 16d's @ 8" O.C.. AT HEADER BEAMS WITH 2 2x4 TRIMMERS, NAIL TRIMMERS TOGETHER WITH 16d's @ 8" O.C. 9. GLU-LAM BEAMS SHALL BE DF 22F -V3, STD CAMBER, UNLESS NOTED OTHERWISE. CAMBER RADIUS TO BE 2000 FEET. 10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING AND DRESSING RULES (#16) OF THE WEST COAST LUMBERMAN'S ASSOCIATION. 11. HOLDOWN ANCHOR BOLTS AND HOLDOWN STRAPS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. HOLDOWN ANCHOR BOLTS SHALL B ETIED IN PLACE. 12. FOOTING CONSTRUCTION SHALL BE SINGLE POUR. 1. ALL TIMBER FABRICATION SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTININGS" 2, PROVIDE FOLLOWING MINIMUM PROPERTIES FOR WOOD STRUCTURAL MEMBERS: GRADE SPECIES BENDING MODULUS OF STRESS ELASTICITY BEAMS & COLUMNS 1 D.F. 1000 PSI 1600 KSI 2x STUDS/RAFTERS 2 D.F. 875 PSI 1700 KSI 3. ALL BOLTS SHALL BE ASTM A-307. ALL BOLT HOLES 1116" LARGER THAN BOLT. 4. ALL TIMBER CONNECTORS INCLUDING NAILS, BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. OVERHANG DIST. PER FRAMING & ELEVATION PLAN 12 5 ROOFSHrG. SEE NOTES SHAPED BLOCK 'J' MOLD 2x6 FASCIA 2x4's @ 24' O.C. 2x4 CONT SHEAR TRANSFER 2x FASCIA BOUNDRY EDGE NAIL DBL. IOP P 3)w SHEAR BLOCK ED( S@24.00 15's @ 24.O.C. P PLATE YWALL IDS @ 16.0.C. ;EE NOTES) SHEAR TRANSFER (CD RAKE FRAMING PLAN z Q W 1 OWNER CHANGES I d BRIAN T. DIEBOLT CHECKED 08/20/04 1/4"� 1'-0" "NUMBER GIBSON R-38 INSULATION 2x4's @ 16" O.C. R-13 INSULATION 1/2" DRYWALL 5/8" X 10" ANCHOR BOLTS TREATED PLATE SEE FOUNDATION PLAN TYPICAL BUILDING SECTIOIN SCALE: 3/8" = 1'-0" 2 �x 1 0 x x Ir - BRNG WALL CONT. SHEAR TO ROOF 5:12 pitch andar ;truss 4X8 6016 4X10 CALIF. 4X10 6016 251_11 d MAX. HGT FOR ALTERNATE BRACED WALL PANELS IS 10'4" 2 4--011._I EXTERIOR BRACED WALL PANEL: (4' MIN WIDTH) APPLY 3!8" CDX OR EQUAL WITH 8d NAILING . 6" O.C. EDGES 8d @ 12" O.C. FIELD. USE MIN. 2 ANCHOR BOLTS PER PANEL. Z 8" WHERE EXTERIOR WALL PANEL IS LESS THAN 4' BUT MORE THAN 2'-8" —� MIN. W/ STRAPS USE 3/8" MIN CDX OR EQUAL NAILED WITH 8d @ 6" EDGES AND 8d @ 12" O.C. FIELD OVER STUDS @ 16" O.C. BLOCK ALL EDGES STHD10 USE 2 ANCHOR BOLTS AT QUARTER POINTS AND STHD10 HOLDOWN AT EACH END OF PANEL 4 2 ' INTERIOR BRACED WALL PANE) PROVIDE GYP. BOARD 'I/2" THICK SHEATHING NAILED WITH 81-01, 8d COMMON AND BLOCKED BY N WIDE BOTH SIDES OR 8' ONE ONE SIDE SIDE ON STUDS SPACED AT 16" O.C. AND NAILED @ 7" O.C. WITH MIN. #11 GUAGE NAILS 1-3/4" LONG, 7/16" HEAD, DIAMOND POINT GALVANIZED. THIS PROJECT IS PROPOSED TO MEET THE REQUIREMENTS OF CBC 2320 FOR CONVENTIONAL LIGHT FRAME CONSTRUCTION STRUCTURALNOTES: 1. 4x AND 6x BEAMS SHALL BE DF #1 2. 2x FRAMING SHALL BE DF 92 3 2x STUDS SHALL BE DF #2. 4. TOP PLATE SPLICE: USE (10) 16d NAILS EACH SIDE OF SPLICE. 5. ALL NAIL HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS, EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER. 6. USE COMMON NAILS. 7 SHEAR PANEL NAIL SPACING TO HOLDOWN POSTS TO BE EDGE NAILING. 8. AT HEADER, NAIL 2x TRIMMER STUD TO 2x KING STUD WITH 16d's @ 8" O.C.. AT HEADER BEAMS WITH 2 2x4 TRIMMERS, NAIL TRIMMERS TOGETHER WITH 16d's @ 8" O.C. 9. GLU-LAM BEAMS SHALL BE DF 22F -V3, STD CAMBER, UNLESS NOTED OTHERWISE. CAMBER RADIUS TO BE 2000 FEET. 10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING AND DRESSING RULES (#16) OF THE WEST COAST LUMBERMAN'S ASSOCIATION. 11. HOLDOWN ANCHOR BOLTS AND HOLDOWN STRAPS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. HOLDOWN ANCHOR BOLTS SHALL B ETIED IN PLACE. 12. FOOTING CONSTRUCTION SHALL BE SINGLE POUR. 1. ALL TIMBER FABRICATION SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTININGS" 2, PROVIDE FOLLOWING MINIMUM PROPERTIES FOR WOOD STRUCTURAL MEMBERS: GRADE SPECIES BENDING MODULUS OF STRESS ELASTICITY BEAMS & COLUMNS 1 D.F. 1000 PSI 1600 KSI 2x STUDS/RAFTERS 2 D.F. 875 PSI 1700 KSI 3. ALL BOLTS SHALL BE ASTM A-307. ALL BOLT HOLES 1116" LARGER THAN BOLT. 4. ALL TIMBER CONNECTORS INCLUDING NAILS, BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. OVERHANG DIST. PER FRAMING & ELEVATION PLAN 12 5 ROOFSHrG. SEE NOTES SHAPED BLOCK 'J' MOLD 2x6 FASCIA 2x4's @ 24' O.C. 2x4 CONT SHEAR TRANSFER 2x FASCIA BOUNDRY EDGE NAIL DBL. IOP P 3)w SHEAR BLOCK ED( S@24.00 15's @ 24.O.C. P PLATE YWALL IDS @ 16.0.C. ;EE NOTES) SHEAR TRANSFER (CD RAKE FRAMING PLAN z Q W 1 OWNER CHANGES I d BRIAN T. DIEBOLT CHECKED 08/20/04 1/4"� 1'-0" "NUMBER GIBSON