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HomeMy WebLinkAbout10149450.pdfI e 49-Y 6-7' 23'-10" 18'-2" PROP. LINE GARDEN 26-3" I 26-3" ( 126_3" Exmn SLAB 66-41P GARAGE 2Y-I 1, � Exislmg SLAB 1 39-5" 77= BBQ 'S 21Y 2a Q 20' -Y 1 waig SLAB IExisting DRIVEWAY 33' 13'-10" Y-6'—f— 1 P-3` 41-5" 4 T- 1 U' Ewig EBEDROOM BEDROOM CL� CL. IDEM70 AREA ( 8,_9n E.S.D, E. D. i 1 HALL (E) ATH 00M T-5" t 30 -3" U 3-3" 30"-3" 30l13" Existing LIVING LDMN ROOM Existing KITCHEN IT-2" DINNING 1160 4' ROOM 2 LaIm­ 2! WALK I3'-7" 6-11" 4I-� r--, 6-7" 9'_8o_ 33' Existing PORCH FxiAWg DRIVEWAY 21'-13" 21'.8" 121'-8" Existoxg GARDEN Exisking GARDEN WALK - — - — - — - — - — 6.7" —33' L 49-Y EXISTING FRONT ELEVATION SCALE: 1/8" = V- 0" SCALE: 1/8" = P- 0" 0 49-31' PROP. LINE GARDEN 1 25'-3" 26-3" Existing GARDEN 5- 15--Y �wl RMIlI 4X4 aW, m PROPOSED AREA: 13 693.37 SQ.F. A E.WWS 1 12a-1" 2 CAR GARAGE 2' I J 7 7 .7 1n 35'-1" i I � 411,11 4— 18141 "8 1 23'-3" ZoN 0I ► 00tr-_ SLAB Q( 2t I 2U ZON FLO 9 3" 1 7 21. �O o`0 r 2'-9- Ek s ng DRIVEWAY 2 6' DRIVEAi IAD104 Y-3 s neEI s lo-NT, 2 z z 2zz:zzz:i, D15 4-- T-1 Ig N- FAMILY BEDROOM ROOM. 12, I � � ( K" 7' ESa.A B IG ON ATH --(oildw If A HALL 00M 4A STER_ ia-_ . ... ... ........ 3U-311 30'-3" EXisting LIVING Fe — ROOM D ISCR, AMID0 11; 9-3" KITCHEN ftidn DINNING 4' ROOM 0 2' 2' xn e"11-n WALK 64" 33' M Existing PORCH T0N`fACT_­_;_, �R!VWJW4 007-27 7 t 41- 6 0,; 'A 21 11 21 �8"� GARDEN to Existing A (WIA, 4A GARDEN EX s ng, WALK x0i c, L-- — - — - — - — -- G-TI 33' 41 91 4!Y-3" Triatefials to luatch Qmisting I Bm ;VKHITECTURAL STRUCTURAL ACCEPTED FOR CONSTRUCT10N 6 rz, I ici, 'AF " WIRF -;I-: MM 10 FOn _rE Pr C4PLAM, I' �LEC,TMCAL. PILMME�iNIG I rgF,AW1CAL S wo souffl, "Opt on the Is uK all fifn �74n­ ch I _(tp, gmj it 9 iten permission frOm 8 ame vvithoul wfi "rations 611 S ;ity of 8mga Ana. c4flc SHIALL NOT 11 -pturve of this, le p ,w,, and sp? =ti0P,3 ation of any R)p0ri nrbean ?,Pt1r0vv,1'0f 1h`34101' )P, hold ama, ,3rovisions Of A inarlcrc or to Lluee &0 AM! 9, p t C 4 'BEd 'rf OF SANTA AINIA ( 0, 9 ncl) rt -merit pumic,-,v C,;radlrig, Parrj'Rt um 'UT e, 'A EXISTING ' DRAM '4 118'-3" 7 PROP. Im it 26-2' O DN O [35.'J oll I I A. Sim 31-IU' DRIVEWAY 1181� -Y 1 1 5 DN 39,1_1 91. 6DN 3" 4' 11 A- 37—w. -33'-2" r1 rr—DIRMEWAY 2'-2" 29-2" PROP. Tl L L - =6-6" 91-7" 49-7 222 OCCIDENTAL, SANTA ANA, CA., 92707 SITE PLAN SCALE: 1/16" = F- 0" NOTLE EXISTING RI. = EXISTING GARAGE = DEMO AREA = PROPOSED ADDITION = TOTAL CONST. = mv�-Welm COVERAGE 32.97% L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBING CODE (CPC) ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE SIDE FOR WALLS, CEILINGS, EXPOSED POSTS AND BEAMS OF GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT. EXISTING SLOPE GRADE MIN. 2% DRAINS COP. u A).- HORIZONTAL LUMBER TO BE DF NO. 2 OR BETTER. B).- VERTICAL LUMBER TO BE STDI OR BETTER. C).- LAND SHOULD BE PRESSURE TREATED. D).- PLUMBING WALLS TO BE 2X6 STUDS. ROOF SHEETING TO BE 1/2" CDX PLYWOOD W/8d @ 6", 6"&12" O.C. (PI)BN. F).- CONCRETE TO BE 2500 PSI F&AT 28 DAYS. EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING SFD. I).- PROVIDE 20'-L UFFR GROUNDING ROD. J).- PROVIDE ATTIC VENTILATION EQUAL TO 11150 OF AREA TO BE VENTED. I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT. SECTION 310.9. 1. HARD -WIRED SMOKE ALARMS EQUIPPED WITH BATTERY BACKUP @ NEW BEDROOM 2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR: SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD CALCULATION FOR ELECTRICAL SYSTEMS. 4: -ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. ROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%, 1%; ELSEWHERE: DRAIN TO STREET. 7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER (2) LAYERS OF 15# FELT APPLIED IN SHINGLE FASHION WHEN INSTALLED. A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12 CLASS A MIN. RATING FOR ROOF PLAN. 8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70" ABOVE DRAIN. BUILDING ADDRESS SHALL BE PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA FROM THE PROPERTY LINE. EAVES SHALL BE T-O" MIN. FROM THE PROPERTY LINES. (UBC 503.2.1 AND 705) iL • CHANGE LOG: 49 0 261-3tv 10, -310 Existing ► GARDEN M, "Wit Z, v PROP. LINE Existing GARDEN 15f-51" 5 I (N) I E 11 ATTIC L41c2s2i 111511 (N) it CL. NEW AFCI AFCI BEDROOM 121-1off A CI AFCI AFCI AFCI OAFCI % AFCI OAFCI 131-71f N TMvT. 4X4 SL.W. elk 2 f �`.....— — — — — — — — — — — — — — R TEMP. 4X4 SL.W. 23v-3'f — — — — — — — — — — — — — — (N) TEW. 4X4 SL.W. — — — — — Existing DRIVEWAY 301-31f 2 1 f-8ft - Existing DRIVEWAY 8 91-11 Existing GARDEN 1 I49t-3 tP ►33' 1 I I I (N) (E) rxlsImg nmstulg V-1 51 5' NEW24"xlT' CRAWL SPACE ACCESS 74 25f-3tf WALK WALK 'If SIC— PROP. LINE- 251-3fl 01 41 01 30'-3 211-811 1181-319 —04 TEMPERATURE AND PRESSURE RELIEF VALVE I" HW S MUST DISCHARGE TO THE OUTSIDE. 3/41' BLOCK SADDLE BETWEEN HEATER & WALL(TYP.) Fy:,R51/2" WIDE MIN. PLUMBERS LUI -,, PLMBERS STRAFING 1/4" dia. X 3" LONG LAG SCREW POSITIVELY ATTACHED TO BLDG FRAME MEMBERS COCK LAG SCREW TO PENETRATE WOOD MEMBERS AT LEAST ONE INCH, TYPICAL HIGH LEGS AT AT 1/3 AND 2/3 HEIGHT OF HEATER WATER HEATER INSTALLATION NTS P iOSED FLOOR PLAN— SCREENED VENTS@ EA. 3rd JOIST SPACE ATTIC =ILATIQN 678 150 = 4.5 SQ.F. REQfD. 2'UPPER' OF ATTIC. @ EAVE LANE. KC Aj*jfjmjLj HARD -WIRED SMOKE ALARMS EQUIPPED WITH - BATTERY BACKUP I VENT CLOTHES DRYER TO THE OUTSIDE. EXHAUST I DUCT SHALL BE 4" min.dia. AND E!� UIPPED WITH A BACK DRAFT DAMPER. EXHAU T DUCT LENGTH IS LIMITED TO 14'-0" WITH 2 ELBOWS. LOW -FLOW TOILETS (1.6mlfflush�, SHOWER BEADS (2.5 gpm )AND FAUCETS .2 gpm. EXHAUST FAN 5 AC/ HR MIN INTERIOR FINISH: "' DRYWALL V.N.O. 2 10. - EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUST113LE MATERIALS IF THEY PROJECT INTO THESETBACK AREA FROM THE PROPERTY LINE. EAVES SHALL BE 2'-0" MIN. FROM THE PROPERTY LINES. (UBC 503.2.1 AND 705) Jl I • POO 00 .4 Cr ;--4 c, C40 ON cq WWI ■ I CHANGE LOG: EXISTING COMP. SHINGLES 12 r EXISTING STUCCO 1 2f-5 vv 12 3 El O NEW STUCCO EXISTING STUCCO ❑ {--- — ® i /-- 12 sf NEW x/lSTUCCO ATTIC VENT Ixi-6 i).- ALL EXTERIOR FINISHES T4 MATCH EXISTING SFD. AND WINDOWS SCALE: 114"=1'- 0" ATTIC VENTILATION 678 i Q UPPER' F R @ EAVE LANE. SCALE: 114"=1'- 0" Q A Q Q O O Q t1� VV 11 � r as '} oo N N.� v-v as ti"d Q W o M � N °14001�� No 410,44414 I REVISIONS BY NAILING SCHEDULE: 1. As a minimum and if not specifically detailed or noted elsewhere and otherwise, the various wood components of the structure shall be fastened together as follows: Item Graphic Description & Fastening 1 Joist to mud sill or upper top plate: (3) 8d common or 16d sinker or short, toe nails. 2 Blocking to joist: (3) 8d common or 16d sinker or short, toe nails or (2) 16d sinker or short face nail. 3 Sole (bottom) plate to joist or blocking: 16d common or short face nail at 16" o.c. 4 Lower top plate to stud: (2) 16d sinker or short face nail or (4) 8d common or 16d sinker or short toe nail. 5 Stud to sole bottom plate: (2) 16d sinker or short face nail or (4) 8d common or 16d sinker or short toe nail. 6 Double studs, or Built-up studs typical stitching: 16d sinker or short face nails at 24" o.c. 7 Top plates at intersection, face nail: (4) 16d sinker or short face nail 8 Top plates typical stitching: 16d sinker or short face nails at 16" o.c. 9 Upper top plates at laps: (8) 16d sinker or short face nail each side of butt joint 10 Rim joist to upper top plate or mud sill: 8d common or 16d sinker or short toe nails at 16" o.c. 11 Ceiling joist to plate, toe nail: (3) 8d common or 16d sinker or short toe nails 12 Ceiling joist, lap over walls and partition: (3) 16d sinker or short face nails 13 Ceiling joist, to parallel rafters: (3) 16d sinker or short face nails 14 Rafter to plate, toe nail: (3) 8d common or 16d sinker or short toe nails 15 Built up corner studs: 16d sinker or short face nails at 24" o.c. 16 Three piece built up girder and beam: 16d at 12" o.c. at top and at bottom. (3) 16d at each end 2. Note: With respect to the schedule, common, sinker, or box nails may be used. However, where nails are specifically noted on the plans, they shall be common nails. OWNER OR HIS/HER AGENT HAS PROVIDED ARCHITECTURAL PLANS. THE STRUCTURAL ENGINEER HAS PERFORMED STRUCTURAL DESIGN FOR THE PROJECT. THE STRUCTURAL ENGINEER ACCEPTS NO RESPONSIBILITY FOR ARCHITECTURAL CONCEPTS. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE AND NOTIFY THE ARCHITECT OF ALL DISCREPANCIES. 2. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WINDOWS, NON -BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC, 3. ALL WORKMANSHIP AND MATERIALS SHALL BE GOOD QUALITY. WHERE NOT SHOWN ON THE PLANS THE CONTRACTOR SHALL MEET INDUSTRY STANDARDS AND LOCAL CODES. 4. THE NOTES ON THIS SHEET SHALL BE USED WHENEVER APPLICABLE UNLESS OTHERWISE NOTED ON THE DRAWINGS; NOTES & DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES & TYPICAL DETAILS, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY & PROTECTION IN AND AROUND JOB SITE & OR ADJACENT PROPERTIES. 6. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. CONCRETE7. ALL ! REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE GOOD QUALITY STANDARD PRACTICE. CONCRETE ! MANSCRY SHALL BE ADEQUATELY CURED BEFORE REMOVING #i FOUNDATIONS 1-SOILS REPORT: ASSUME 1000 PSF MIN. 2-ALL BACK -FILL SHALL BE COMPACTED TO A MINIMUM OF 907 OF MAXIMUM RELATIVE DENSITY. FRAMING 1. ALL LUMBER SHALL BE DOUGLAS FIR GRADED PER GRADING RULE 16, W.C.L.I.B., SIZES AS DEFINED IN P.S. 20-70. UNLESS OTHERWISE NOTED ON PLANS, THEFOLLOWING MINIMUM SHALL APPLY: a. CATEGORY GRADE LIGHT FRAMING STANDARD STRUCTURAL LIGHT FRAMING #2 FOR 2x MEMBERS #1 FOR 3x AND 4x MEMBERS. b. ALL PLYWOOD SHALL CONFORM TO P.S.1-88 AND SHALL BE GRADE, INDEX NUMBER, AND THICKNESS CALLED ON PLANS. ALL PLYWOOD SHALL BE BONDED WITH EXTERIOR GLUE. ALL PLYWOOD DIRECTLY EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE PLYWOOD. METHODS:2. UNLESS OTHERWISE NOTED ON PLANS ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND MAIN CROSS WALLS SHALL BE BRACED BY ONE OF THE FOLLOWING WHEREa. • #w WALL COVERING 1/2"GYPSUM BOARD, • COOLER NAILS AT 7" O.C. AT ALL STUDS AND AT TOP AND BOTTOM PLATES. NO EDGEBLOCKING REQUIRED. b. 1 x6 CONTINOUS DIAGONAL BRACE LET INTO STUDS AT SUCH AN ANGLE SO AS TO CROSS A MINIMUM OF 4 STUD SPACES. NAIL AT STUDS & PLATES PER NAILING SCHEDULE. c. MINIMUM 5/16" PLYWOOD NAILED AT STUDS AND PLATES WITH 6d NAILS AT 6" O.C. PANEL SHALL BE MINIMUM 4' WIDE AND @ 25' MAXIMUM INTERVALS. 3. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 5. ALL NAILS SHOULD BE COMMON NAILS AND NAIL SPACING SHOULD BE PER LOCAL BUILDING CODE SCHEDULE UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. 4. DOUGLASS-FIR (GROUP 11 LUMBER) PRESSURE TREATED SILL PLATES WILL BE USED ENGINEER TO BE NOTIFIED FOR REDESIGN IF OTHER SPECIES SILLS 4. BLOCK MASONRY: ARE DELIVERED TO THE SITE (OR ARE PART OF THE EXISTING BUILDING). a. UNITS SHALL BE MEDIUM WEIGHT CONCRETE BLOCK, GRADE N, 5. THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN CONFORMING ASTM C90 WITH AN ULTIMATE COMPRESSIVE LOAD GREATER THAN 300 PLF.: STRENGTH F'M= 1,500 PSI. a. PROVIDE 3x SILL PLATES FOR SILLS THAT REST ON CONCRETE OR b. GROUT SHALL BE OF FLUID CONSISTENCY. GROUT MIX SHALL BE ONE PART CEMENT, THREE PARTS SAND AND MAY CONTAIN AN MASOORY. ADDITIONAL TWO PARTS PEA GRAVEL OF ,GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. F'C-2,000 AT 28 DAYS. b. PROVIDE 3x STUDS BETWEEN ADJACENT PANELS. IF ITS NECESSARY TO MINIMUM SLUMP SHALL BE 8" TO 1 1 ". USE 2-2x MEMBERS BETWEEN PANELS, SPECIFY 16d NAILS WITH STAGGERED NAILING, AND SPACING NO GREATER THAN THE REQUIRED C. MORTAR SHALL CONFORM TO ASTM C270. MORTAR SHALL BE ONE PART CEMENT, THEREE PARTS SANDS, 1 /4 PART LIME PUTTY PLYWOOD EDGE NAILING. OR HYDRATED LIME, F'C-2,000 PSI AT 28 DAYS. TYPE "S". c. PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING. d. ALL CELLS CONTAINING GROUT SHALL BE CONSOLIDATED BY PUDDLING OR VIBRATING DURING PLACING AND RE- d. PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS. CONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED BUT BEFORE PLASTICITY IS LOST. 5/8" BOLT-2.5x2.5 x 1 /4 7/8" BOLT-3x3x3/$ 3/4" BOLT-2.75x2.75 x5/16 e. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BARS DIAMETERS OR 2'- 0" WHICHEVER IS LARGER, e, STRUCTURAL OBSERVATIOPN IS REQUIRED FOR PLYWOOD SHEAR WALLS WITH DESIGN LOAD OF OVER 300 PLF, f. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID AND POURS SHALL BE STOPPED 1 1/2" BELLOW THE TOP OF A COURSE TO FORM A KEY AT POUR JOINTS. THE FOLLOWING PROCEDURES SHALL APPLY: g• ALL BLOCK WALLS TO BE RUNNING BOND UNLESS NOTED 1. A PRE -CONSTRUCTION MEETING INCLUDING THE ENGINEER OR ARCHITECT OTHERWISE. RESPONSIBLE FOR THE STRUCTURAL OBSERVATION, THE CONTRACTOR, AND AN APPROPRIATE SUBCONTRACTOR SHALL BE HELD TO REVIEW THE DETAILS 5. REINFORCING STEEL: OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED. a. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A 615 AS FOLLOWS UNLESS OTHERWISE 2. DURING THE COURSE OF CONSTRUCTION, THE ENGINEER OR ARCHITECT SHALL SHOWN: VISUALLY REVIEW THE STRUCCTURAL SYSTEM FOR GENERAL CONFORMANCE WITH THE APPROVED PLANS. ANY OBSERVED DEFICIENCIES SHALL BE 1. #5 AND SMALLER GRADE 40 OR 60 REPORTED IN WRITTING TO THE OWNER'S REPRESENTATIVE, TO THE CONTRACTOR, AND TO THE DEPARTMENT, 2. #6 AND LARGER GRADE 60 b. ALL BARS SHALL BE FREE OF LOOSE FLAKY RUST AND SCALE, 3. UPON COMPLETION OF THE APPLICABLE SHEAR WALLS AND/OR THE GREASE, OR OTHER MATERIAL MIGHT AFFECT OR IMPAIR BOND. ANCHORAGE SYSTEM AND PRIOR TO COVERING THE SHEAR WALLS/ANCHORAGE, THE ENGINEER/ARCHITECT PERFORMING THE c. WELDING OF REINFORCING STEEL: FIELD WELDING REINFORCING STRUCTURAL OBSERVATION SHALL SUBMITT A LETTER TO THE DEPARTMENT STEEL SHALL BE PREFORMED BY WELDERS SPECIFICALLY CERTIFIED "CARBON FOR REINFORCING STEEL. PRIOR TO WELDING, THE WITH HIS/HER WET STAMP AND SIGNATURE ATTESTING TO(1) THE DATE ON EQUIVALENT (CE) OF STEEL SHALL BE DETERMINED. REINFORCING WHICH THE PRE-CONSTRUCTON MEETING WAS HELD AND (2) THE DATES ON STEEL WHOSE "CE" CANNOT BE IDENTIFIED OR WHOSE "CE" WHICH THE VISUAL REVIEWS WERE CONDUCTED. THE LETTER SHALL ALSO EXCEEDS 0.75 %SHALL NOT BE WELDED. IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. EXCEPT FOR REINFORCING STEEL CONFORMING TO ASTM A-706 REINFORCING 4. PRIOR TO COVERING THE WORK, THE SHEAR WALLS AND/OR ANCHORAGE STEEL SHALL NOT BE PREHEATED AS SHOWN IN TABLE 1, SYSTEM SHALL BE INSPECTED AND APPROVED BY THE DEPARTMENT RGA 3-77. IN ADDITION, STEEL WITH "CE" BETWEEN 0.66 INSPECTION STAFF ASSIGNED TO THE PROJECT . SUCH APPROVAL BY THE DEPARTMENT IS REQUIRED PRIOR TO COVERING. THE ENGINEER/ARCHITECT PERFORMING THE STRUCTURAL OBSERVATION IS NOT AUTHORIZED TO PRIOR QUALIFICATIONS TESTS VERIFY AN ACCEPTABLE WELDABILITY. APPROVE THE COVERING OF THE SHEAR WALLS/ANCHORAGE SYSTEM. HIS/HER STRUCTURAL OBSERVATIONS ARE ADVISORY ONLY AND THEY DO d. ALL BENDS TO BE MADE COLD. NOT IN ANY WAY BIND THE DEPARTMENT OR CONSTITUTE A CERTIFICATION e, DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL APPROVAL IS THAT THE SHEAR WALLS WILL PASS DEPARTMENT INSPECTION. OBTAINED FROM STRUCTURAL ENGINEER. %AND 0.75 % SHALL BE WELDED ONLY WHEN 6. WHERE PLUMBING, HEATING, OR OTHER PIPES NECESSITATE THE CUTTING OF SOLE OR PLATES, THE CUT SOLE OR TOP PLATES SHALL BE TIED BY A MINIMUM 1 /8" THICK BY 1 1/2" WIDE STRAP WITH 4-16d NAILS EACH END. 7. PRIOR TO COVERING, ALL NAILING OF ROOF, FLOOR AND SHEAR WALL SHEATING SHALL BE INSPECTED AND APPROVED BY THE BUILDING INSPECTOR. WHERE USED AS SHEATING FOR SHEAR WALLS PER SHEAR WALLS PER SHEAR WALL SCHEDULE OR AS WALL BRACING PER NOTE NUMBER 2B THIS SECTION, THE NAILING OF ALL GYPSUM BOARD SHALL BE INSPECTED AND APPROVED PRIOR TO TAPING OF JOISTS. SHEAR WALL NOTES 1. STUCCO AND/OR STUCCO WITH VENEER OVER A PLYWOOD SHEAR WALL WILL BE WATERPROOFED WITH A MINIMUM OF(2)15# FELT UNDERLAYMENTS, 2. ONLY COMMON NAILS WILL BE USED FOR ALL PLYWOOD SHEAR WALLS AND NAIL GUNS USING " CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 3. ALL BOLT HOLES TO BE DRILLED 1 /32" MIN. TO 1 /16" MAX. OVERSIZED, ENGINEER TO VERIFY. HOLDDOWN CONNECTORS 1. PLATE WASHERS ARE TO BE USED. (HD -POST -PLATE WASHER). SEE 5d. ABOVE FOR SIZES. 2. HD ANCHOR NUT TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. ENGINEER TO VERIFY. 3. DEPUTY INSPECTION REQUIRED PER TABLE 26-E AND 91.0306(A)2 FOR HOLDDOWN ANCHOR BOLTS. MATERIAL SPECIFICATIONS: 1. PLYWOOD: PRODUCT STANDARD PS 1-83, DOUGLAS FIR -LARCH, STRUCTURAL 1 2, WOOD FRAMING MEMBERS: DOUGLAS FIR -LARCH. NOTIFY ENGINEER IF OTHER SPECIES OF LUMBER ARE DELIVERED TO THE SITE OR THE PART OF THE EXISTING CONSTRUCTION. 3. CONCRETE: MINIMUM CONCRETE STRENGTH SHALL BE 2,500 PSI. a. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, 11, OR III PORTLAND CEMENT. b. HARD -ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1 -1/2 INCHES FOR FOOTINGS, CAISSONS, AND GRADE BEAMS AND ONE INCH FOR ALL OTHER WORK. c. LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2 INCH, d. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATING WORK. e. ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME. f, ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE APPROVED BY THE ENGINEER. g. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS: 1. POURED AGAINST EARTH 3" 2. EXPOSED TO EARTH, BUT POURED AGAINST FORMS 2" h. CONCRETE GROUT SHALL BE NON -SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING. ULTIMATE COMPRESSIVE STRENGTH F'C AT 28 DAYS SHALL BE 2,500 PSI. Q W Y:) 0 U�WiZo-(g to Q N,2z=uzC ©2. a =osm w' Zv w�3�v�im�wZw od w a'< 0 -1 cae wU w amE-� Ow52 F_WWCLW!tl.wJ o woo (1)U)omzx�v,�E U)W5 �,..Z �03 z zZa w��o J�rjzwQ�3,0�aw �w~cu>ws U�cwvcwnc gfvoC Ed¢W w �ox www0_0_� wtw CC? CD cc E-+ C) W UD W ix oai 0 n4 STRUCTURAL STEEL '"tom OFE 1. CONTRUCTIQN SHALL BE IN ACCORDANCE WITH LATEST AISC STANDARD PRACTICES. No. 417 2 2. MEMBERS SHALL CONFORM TO ASTM A36. xp. �1" 3. A. PIPE COLUMNS SHALL CONFORM TO ASTM A53 FOR GRADE B PIPE. � OF C B. TUBES SHALL CONFORM TO ASTM A500 FOR GRADE B. I� 4. BOLTED CONNECTIONS USED SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A 307, UNLESS OTHERWISE NOTED. BOLTS SHALL BE 3/4" DIAMETER UNLESS OTHERWISE NOTED. 5. ALL FABRICATIONS SHALL BE DONE IN THE SHOP OF A LICENSED FABRICATOR OR UNDER CONTINOUS INSPECTION. <C 6. WELDING SHALL BE DONE BY CERTIFIED WELDERS USING E-60 ELECTRODES. CONTINOUS INSPECTION REQUIRED FOR FIELD WELDING ONLY, UNLESS NOTED OTHERWISE ON THE PLANS. W 4 7. WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LOCAL BUILDING �- DEPARTMENT. ��. 8. FULL PENETRATION WELD BETWEEN THE BEAM FLANGE AND COLUMN N ' , COLUMN FLANGE BE MADE WITH SMALL DIAMETER WIRE ELECTRODE. FOR SHIELDED METAL ARC WELDING (SMAW), THE MAXIMUM PERMITED ELECTRODE DIAMETER SHALL BE 5/32" PER 4.6.3(4) OF AWS D1.1-94. FOR FLUX CORED ARC WELDING (FCAW), THE MAXIMUM PERMITTED ELECTRODE DIAMETER SHALL BE5/64" PER 4.14.1.2 OF AWS D1.1-94. AFTER WELDING, THE BACKING BAR DATE: 3/1/05 AND WELD TABS ARE TO BE REMOVED BY BACKGOUGING TO SOUND SCALE: NTS MATERIAL, THE BACKGOUGED AREA IS TO BE WELDED AND IF DRAWN: REINFORCING PLATES PER ITEM 9 BELOW ARE NOT USED, THE WELD CHECKED: SHALL BE REINFORCED WITH A FILLET WELD (SEE WELD TYPE TC-U4B). SOB: 9. REINFORCING PLATES ARE TO BE ADDED TO THE BEAM FLANGE TO COLUMN CONNECTIONS. THE REINFORCING PLATES SHALL HAVE A MINIMUM LENGTH EQUAL TO 18" OR THE BEAM DEPTH, WHICHEVER SHEET IS SMALLER. ALTERNATE METHODS OF STRENGTHENING E CONNECTION MAY BE USED PROVIDED APPROVAL IS OBTAINED SN=1 FROM THE CHIEF OF STRUCTURAL PLAN CHECA- 1 OF 1 SHEETS I 64 CHANGE LOG: PH \IJ M-Uvlz�l 12"xl 8" CONT. FTG W/I 44 T & B 16 SQ x 12" DEEP W/244 EACH WAY I'x5 "SCREENED CRAWL SPACE VENT EVERY 3 rd FLOORSPACE TYP, EXCEPT AT CRAWL SPACE ACCESS & STEPS ALT. HOLDOWN: I-ID2A PHD2-SDS3 H1!5A PHD5-SDS3 FOU- N-DATION P-LAN 11 D I 1/2" CDX PLYWD WITH PI NO. 24/0 W/8d @ 6-6-12 O.C. FRAMING PLAN -1 -1 c) Jr,4 Z AIE 3/1/05 A*M%d L I 1 of 2 m QN) (E) B.N. RF SHTG #4 DOWELS @ 24" O.C. 2 1. 2X RAFTER /// V SIMPSON SET HIGH STRENGTH EPDXY INTO SOLID CONCRETE: 2. PLYWDROOF SHTG. 3 3. I X CONT. W/16 D NAILS 6P m1a A. ADHESIVE SHALL BE SIMPSON SET HIGH STRENGTH EPDXY 4 @ 811 O.CO. FACIA 5 it O.C. 2x RF RAFTER MANUFACTURED BY SIMPSON STRONG -TIE, PLEASTON, CALIFORNIA 4. EDGE NAILING <0C. (ICBO REPORT #5279, LA CITY #RR25279) 5. 2X BLKG W/PLYWD EN 1 7-;�� — 2x BLK'G 2" MIN. Z Z " " .1 / -z/ z z z z 4 1 , # 4 / o� Z z 11 � E.N. COLD JOINT 6. 2X CONT. W/16 d'S N. 12 M NOTCHED ROOF t <12 HOLE FOR EPDXY O.C. 2xOUTLOOKER T 12" MIN. B. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES g 48" O.C. @ 8 15�� RECOMMENDATIONS AND IN ACCORDANCE WITH THE ICBO REPORT. RAFTER OVER @ 24" O.C. W/2-10d INJECTION CRIPPLE WALL TOE NAIL C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON 0� 1� DOWELNEW (NOTCH THE RF RAFTER REINFORCING INTO BRUSH AND COMPRESSED AIR OR A BLOWOUT BULB, THE MINIMUM W/A35 g 24" O.C. OVER WALL) g TOP PL vIA I I I Iz SETTING TIME SHALL BE ONE HOUR. THE ANCHOR IS NOT TO BE EXISTING FOUNDATION/SLAB DISTURBED DURING THIS CRITICAL SETTING TIME. 2 PLYWD SHEAR ALT. CONDITION. TO MATCH /16d (E) (N) D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE 6 4 SHEAR BELOW g 6" O.C. bj) NEW FOOTING AND INJECT THE CERAMIC 6 EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH 171 z WHILE SLOWLY WITH DRAWING THE NOZZLE. INSERT TTIE ROD BY HAND S E.N. 4vt) TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING MOTION. ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY 7-7-77 7 7 7 2x CEIL'G cn g t, A35 8" O.C. FLOWS INTO ALL VOIDS AND CREVICES. TIE CONT. leg 4: E. SPECIAL INSPECTION (REGISTERED DEPUTY INSPECTION NEED NOT E.N.E­*�CEILING EXISTING FOOTING BE PROVIDED. 2x BLK'G g 48" O.C. W/2-10d TOENAIL @ TOP PL 7 1PERSHEAPAN WALL j a =1 (ram #5 DOWELS x 24" L. CONT(2) 2x TOP PL s ALIGN BOT. DRILLED 6" INTO A 9 . V) OF FOOTINGS EXISTING DOOTING & EPDXY GROUNTED. 16 d AT 6"MAX. 4'-0" MIN.LAP 2-16d/STUD — POST PER PLAN B.N. LENGTH OF WALL WHEN 1, 8-16d NAILS L SPLICE OVER STUD. TY% 0 EDGE NAIL (E.N.) SHEAR NOTED ON PLANS 0 HD PER PLAN NOTES: PANEL TO UPPER TOP PET. - - ----- r GENERAL NOTES PROVIDE WASHER AT HD 1) Work must comply with the current California Building code, SEAT PER SCHED, National Electric Code, Uniform Plumbing code, Uniform 3-16d END HEADS SEE SHEAR WALL INDICATED -—NAILS. Mechanical Code and City of Anaheim amendments. PLAN. SOLID BLOCK 2. BOLT HD TO POST PER BY 0 ON PLAN - REFER 2) All materials and fixtures are to be listed by an approved TO SHEAR WALL SCHED. —FIELD NAIL PROVIDE SOLID FIRE BELOW POST SCHED. PROVIDE STD. CUT testing agency. _TRIMMER WHERE )LE.N i 4-:� 3) Roofing materials to be rated "Class B" minimum, except OCCURS BLKS. WHERE WALLS ==== ­11% —_EXCEED 101011 HIGH WASHERS ON OPP. SIDE South of #91 and East of #55 Freeways which shall be rated KING STUD OR POST PLAN. -2-16d END 2X SIL I "Class A". Minimum pitch of a roof is 1/4 inch per foot. EDGE NAIL E.N.() SHEAR NAILS. 9AT ALL CEILING* 2x BLKG 4) Lumber. A ROD PER SCHED. 3. ROD MAY BE M.B. W/ PANEL TO POST. SOFFIT LINES. on llc­ 7 '1,.." g 48" O.C. a) Use Douglas Fir construction grade #I for 6 x and larger HEAVY HEX HEAD OR ALL PLYWD SHEAR ?X4 STUD AND TRIMMER W/2-10d 16d members and D.F. #2 for all 4 x and smaller members. MIN, AT JAMES TO MATCH THREAD ROD W/ DBL. @ 4" O.C. HEAR LOCK NUTS PER SCHED. TOP PL flPANEL TO BOTTOM PLATE.—] b) lumber in contact with concrete or masonry shall be POST SHOWN WITH STRAP -d T.N. EA. SIDE TOENAIL SHEARBELOW pressure treated or wood with natural resistance to decay, EDGE NAIL (E.N.) S STUD TO PLATE. c) Rafter ties 4' on center required immediatly above ceiling joists when rafters and ceiling joists are not I ILI' L parallel. MIN. HD SHOWN. INSTALL ON FROM SILL END. d) Plywood edges of subtloor shall have tongue and groove FOOTING E.N. EMBEDMENT. 2X4 PRESSURE TREATED SILL KING STUD OR POST W/ or solid blocking at edges. EDGE NAILING. BOLT 5 Light PLATE w/ ANCHOR BOLTS and Ventilation: PER FDN. PLAN. FOR HOEDOWN TO BE a) Rooms used for living, sleeping, eating or cooking shall INBOUND OF POST U.N.O. -! be provided with natural light equal to ono -tenth of the ON PLAN. ..0". : , I b1: 00 floor area with a minimum of 10 square feet. b) Rooms used for Irving, steeping, eating or cooking shall be provided with natural ventilation eual to one -twentieth of the floor area with a minimum of 5 sq. ft. c) Bathrooms, laundry and simsilar rooms shall have natural ventilation not less than 1/20 of the floor area or 1.5 sq. ft. minimum, or provide mechanical ventilation with a minimum of 5 air changes per hour. d) Each bedroom SHALL have means of egrees in me of emergency that opens DIRECTLY to an open yard. The minimum not clear area of the window opening shall be -width 53 sq. ft. with a minimum of 20" and a minimum height of 24". The sill of this window shall not exceed 44 " from floor. An exterior door will comply. 6) Every dwelling room shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees at any point 3 feet above the floor. 7) A door is NOT permitted from a garage to a bedroom. 8) All exterior doors shall have a switch and exterior light. 9) Smoke detectors are required in each sleeping room and in the area giving access to the stepping rooms. 10) When applying stucco over plywood, the moisture barrier shall consist of 2 layers of Grade D paper minimum. ButMIwffl Iff WAIM. 0 &nTWX1W a 0 0 Oq 00 CEILING TIE (E) RF FRAM'G 2x CEIL'G JSTS W/A34 g 24" O.C. (E) WALL FRAM'G 0; SHEAR WALL � PER PLAN 6 U (N) WALL CS 16X36" 2x BLKG PLYWD SHEAR A35 (a),EACH (0, 48" O.C. 16d @ 48" O.C. END OF RF RAFTER W/3-10d @ 6" O.C. CONT. FLR JST E.N /W/A35 (&, 24" O.C. 4 7 7 .< NOTES: (E) FRAM'G 2X BLK W/A35 NAILING SCHEDULE 5 ALL EDGES OF PLYWOOD SHEAR NAIL SPACING ALONG INTERMEDIATE SUPPORTS ALL A.B.'S TO HAVE MIN. 7" EMBEDMENT, @24"O.C. Common or Box nails shall be used except where otherwise stated. 0 (IELD NAILEW 12Q.C. F-" 7 BOLT DIAMETER END DISTANCE, PLATE 2X10 STARTER I. Sole Plate to be joist or blocking, face nail 16d at 16" o.c. WALLS MUST BE BLOCKED WITH WASHERS PER TABLE BELOW 2x P.T. NAILER RIDGE B.N. At braced panels 3-16d per 16" MIN. 2X SOLID BLOCKING. 421\ ALL INTERIOR NON BEARING & NON SHEAR- THERE SHALL BE A MIN. OF 2 W/5/8" 0 x 12" A.B. g24" O.C.� --K- ><1 BOARD BOARD C) 2. Studs to sole/top plate 4-8d, toe -nail or 2-16d, end nail WALLS MAY BE ATTACHED TO CONCRETE SLAB BOLTS PER PIECE WITH ONE BOLT LOCATED W/2 1/2" SQ x 1/4" 6f WASHER CEILING TIE $:4 Double studs, or built-up comers, face -nail 16d at 24" ox. 2 FRAMING AT ADJOINING PANEL WITH 5/8" X12" A.B. @ 48" WITHIN 12" OF EACH END OF EACH PIECE 144 CONT. E.N. 3. Top Plate doubled typical face -nail 16d at 16" o.c. EDGES SHALL BE 3-INCH NOMINAL (6) #4x8" REBAR Lap splice of doubled plate 8-Id OR WIDER & NAILS SHALL BE STUDS SHALL BE SPACED MAXIMUM OF 16" O.C. BOLT WASHER J 9" STEM-----; (4) 16d 44 Laps and intersections fitoc-nail 16d at 16" along ca. Edge OR WIDER & NAILS 5/8" DIA. 2-1/2 X 2-1/2 X 1/4 W/STRUC. EPDXY AT EACH END 4. Joists (ceiling of floor) to girder or sill, toe -nail 3-8d 3/4" DIA. 2-3/4 X 2-3/4 X 5/16 @32" O.C. — — — Bridge to joist, toe -nail each end 2-8d 7/8" DIA. 3 X3 X 3/8 Ic- - — — — — — — — Rim joist to top plate, toe -nail 8d at 6" o.c. WHERE PLYWOOD IS APPLIED ON 1" DIA. 3-1/2 X 3-1/2 X 3/8 Ao SHEAR WALL C) 5. Rafter to plate or ridge 3-16d SPACING IS IS LESS THAN 6 INCHES LENGTHS 1011 (E) CONT. FTG PER PLAN ON CENTER ON EITHER SIDE, PANEL ALL CONTINUOUS EXTERIOR FOOTING TO Ceiling joists, laps over partitions, face -nail 3-16d BOTH FACES OF A WALL AND NAIL k �o LENGTHS SHOWN ON THE PLANS ARE MINIMUM 6. Wood Structural Panels: veneer plywood, composite panels, @ 1-#4 CONT, and Oriented Stand Board (OSB) JOINTS SHALL BE OFFSET TO FALL PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT HAVE 5/8" X 10" A.B.'S @ 48" O.C. UNLESS Subfloor, roof & wall Sheathing (to training): ON DIFFERENT FRAMING MEMBERS REST ON CONCRETE OR MASONRY NOTED OTHERWISE #4x12" REBAR #4x12' REBAR Nailed 6" o.c. at edge, 12" o.c. @ intermediate members. OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND PLYWD. BOUNDARY & EDGE NAILING SHALL ALL NAILS TO BE COMMON NAIL W/STRUC. EPDXY W/STRUC. EPDXY 1/2": 6d common or deformed shank Q) @32" O.C. 19/32" - 34": g8d common or 6d deformed shank NAILS ON EACH SIDE SHALL BE HAVE 1/2" EDGE DISTANCE 32" O.C. 0 STAGGERED. A35, SILL NAILING ALL BOLT HOLES TO BE UNSUPPORTED EDGES TO BE BLOCKED W/ FLAT 2x4 7/811.1 : 8d comon or deformed shank 0 E.N. CALLED FOR ON PLAN, B.N. PLY TO BLOCKING 1 1/8" - I IA": 8d comon or 10d deformed shank AND A.B. SHOULD BE DOUBLE. 11 USE STAGGERED NAILS WHERE NAIL SPACING IS DRILXLED 1/32" MIN. TO 1/16" 3" OR LESS MA. OVERSIZE NOTE: TYPICAL EMBEDMENT IN THE EDGE NAILING (E.N.) SHALL BE 3EXISTING CONT. FrG FOR #4 REBAR ALF 10 " AR14 NAILING (B.N.) LU (7� FIELD NAILING (F.N.) 12" @ RF ANF FLR. 1,,2 BAYS L. �Iv SEE PLAN ADD 16dPER SHEAR W. SCH. Ile I —EA. SIDEJ WALL WHERE OCCURS"I`E O� I I STAGGERED SHEETING SHEETING LAYOUT SHEAR WALL SCHEDULE 1999 UBC MARK WALL TYPE A35 SPACING SILL BOLTING FIRST FLOOR SILL NAILING WALLS AT UPPER STORIES Ai 3/8 STRUCT I PLYWD W/ 8d 6" O.C. AT ALL EDGES V ALLOW = 210 #/FT 241t 5/8" @ 48" O.C. 16d @ 8" O.C. A2 3/8 STRUCT I PLYWD W/ 8d 4" O.C. AT ALL EDGES V ALLOW = 320 #/FT 18f4 518" @ 48" O.C. 16d @ 4" O.C. A3/8 3 STRUCT I PLYWD W/ 8d (d,) 3" O.C. AT ALL EDGES V 3X SILL, 3X STRUCTURAL STUDS @ INSPECTION VERTICAL JOINTS ALLOW = 410 #/FT REQD. 1211 5/8" @ 32" O.C. SIMP. SDS 1/4"X6-SCREWS @ 6" O.C. 4 3/8 STRUCT I PLYWD W/ 8d (& 2" O.C. AT ALL EDGES V 3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 550 #/FT STRUCTURAL INSPECTION REQD. 911 3/4" @ 32" O.C. SIMP. SDS I 1/4"X6-SCREWS @ 5" O.C. A15/32 5 STRUCT 1 PLYWD W/ 10d (a), 2" O.C. AT ALL EDGES V 3X SILL, 3X STUDS @ VERTICAE JOINTS ALLOW = 650 4/FT STRUCTURAL INSPECTION REQD. 8ff 3/4" @ 24" O.C. SIMP, SDS I/4"X6-SCREWS @ 4" O.C. 4X4 HEADER W/EDGE NAIL , /"2x PL W/ 1-16d /JST 016 (IF NOT LOCATED IN E.B.& 16dgM" O.C,TO BLKG. U.N.D. 2x BLK'G 2x4 (&, 16" O.C. Jr W/3- 10d T- WALL FRMIG EXISTING STUD BAY) 2x FLR. JST. 48" O.C. \16d 6" O.C. PLYWD SHEAR SIMPSON CS 16 U.N.O. FLRJST U ALTFLR H. WALL PER PLAN AT HEADER AND SILL TO 4 L FRAMG BLOCKING (TYP. 2 PLACES) i - - - Iz zlr NAIL STRAP W/ 8d COMMON SIMP.A 35 9 A NTNF] B.N. RIM JST Ott O.C. 4 SIDES. 4XGI tDR W/ PC POST CAP. X I I X1 —W/A35 g 24" O.C. NAILS AT 4 1---- 1 !:7 8" SQ. TOP PLATE • V I 2x P.T. SILL PLATE c) W/ 5/8" 2" THK, P.T.D.F. 144 g 32" NOTED C 2X4 FLAT BLOCKING To— *7 CA A W/ EDGE NAIL WA CONC.NAILS 4 CONT. NOTED OTHERWISE OR SHOT PINS = 18" MIN. -%. N.G. U U 2X WINDOW SILL 6" 6" STEM 4 0 A,' W/ EDGE NAILMIN. cy E— I I � - -.4 11--111 1 Z SHEAR M.ATL SEE PLAN 1 -4, NOTE: PROVIDE 3-1/2"x 10" OPENING 6 (APPLY ABOVE AND W/SCREEN 48" O.C. IN THE 310 CLR DATF- 3/1/05 BELOW OPENING) CONT. RIM R WALL OPENINGa. I.e SHEAII�, 'A% SEE PLAN I - #4 CONT. 11-611 xl#-6f' St2 x 12" PIER 2 of lift W MNNNRW�11, I N M CF---1 t ♦ FORM MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF--1R Note: Lowrise residential buildin s subject to the Standards must contain these measures regardless of the compliance approach used. Items Marked with an asterisk ?*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: * 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X * 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U--foctor in metal frame walls (does not apply to exterior mass walls). X 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(l) : Slob edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exflltrotion Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) hove label with certified U-foctor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weotherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace hove: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheods and faucets certified by the Commission. X 150(h): Heating and/or cooling foods calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(1): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R--12 external insulation or R--16 combined intemol/gextemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X * 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the opplicable re trements of UL181, UL181A, or U11818 . If mastic or tope is used {a se�l a ninegs great r than 1 %4 inch, the combination of mastic and either mesh or tope shall be used. Bu'idin. covitles shod not be used for conveyi g conditioned air. Joints and duct seams of duct systems and their components shall not be sealed with clot back rubber addhesive tapes unless such tape is used in combination with mastic and drowbonds. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. X 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on --off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances hove no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150MI.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with on efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X c14.8 General Requirements c15.8.1 Notes to be placed on the plans: 06.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. cl7.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-1R Project -Titte........... PROPOSED OCCIDENTAL RES Date„ 05/12/05 Ili 10134 Project Address........ 222 OCCIDENTAL -------- ----------- SANTA ANA *v6.01W 1 Documentation Author.,. Christopher S, Leighton **ww*w* I t mit i Terry Engineering I __?13691 Red Hltt Ave,tanDate l Tustin, CA 92780 i 1 (714) 838-1124 1 Fle� tdCheck/ ~Date I Climate Zone,.......... 08 __-______..______-__-_ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------- I_-- MICROPAS6 v6. 01 File-S0503360 _ Wth-CTZ08S92 Program, -FORM CF-1R l I User#-MP0206 User - -Terry Engineering Run -PROPOSED OCCIDENTAL RES ---- --_-y-1 GENERALINFORMATION - Conditioned Floor Area..... 1594.18 sf Building Type .............. Singte Family Detached Construction Type ......... Existing Ptus Addition Building Front Orientation, Front Facing 0 deg (N) Number of Netting Units.., 1 Number of Stories.....,.... 1 Floor Construction Type.... Raised Floor Gtazing Percentage......... 18 % of ftoor area Average Glazing U-factor.,. 0.59 Btu/hr-sf-F Average Gtazing SHGC,,,.... 0.65 Average Celting Height..,., 8 ft BUILDING SHELL INSULATION CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-iR ---------- Project -Title .......... PROPOSED -OCCIDENTAL �RES --W__Date, 05/12/05 11►10,34 I-rM- MICROPAS6 v6,01 Fite-SO503360 Wth-CTZ08S92 Program -FORM CF-1R l I--» User#- - MP0206User Terry Engineering Run PROPOSED OCCIDENTAL RES--_---I COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Titte-24, Parts 1 and 6 of the Catifornia Code of Regulations, and the administrative regutations to Implement them, This certificate has been signed by the Individual with overatt design responsibility, When this certificate of comptlance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Speciat Features Modeling Assumptions section, DOCUMENTATION AUTHOR Name,,,, _.------------------------ Name,.,. Christopher S. Leighton Company, MAR10 &ALMACompany, Terry Engineering Address, 222 OCCIDENTAL Address. 13691 Red Hitt Ave, SANTA ANA CA 92707 Tustin, CA 92780 Phone... (714) 434-9308 Phone. , , (714) 838-1124 License, _________________________ Signed, . _________________ S I gned. , d ___ _ e _{date} _ �< (date) ENFORCEMENT AGENCY Component Frame Cavity Sheathing Total, Assemb t y Name, Type Type R-va t ue R-va tue R-va t ue U-factor Location/Comments Title, ____________ _______ _ --- --- - ------- ___.. ____--___________-_ Agency,. ------- C ____ Roof n/a R-19R-n/aR-19 0, 051 Existing Attic _ -.ZJ4 -1 1114..--_-- New Attic Cell Phone,,, -_ ..___-______ Watt n/a R-0 R-n/a R-0 0,386 Existing Ext W Watt n/a R-13 R-n/a R-13 0,088 New Ext Watt Signed., Door n/a R--O R-n/a R-0 0,330 Exterior Door Ftoor n/a R-0 R-n/a R-0 0,097 Existing Floor Floor n/a R-13 R-n/a R-13 0,046 New Floor Over FENESTRATION Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading _______________ :shading ..-______-_____ Fins ----- -------------------- Window Front (N) _____ 13.5 ______ 0,600 ______ 0.650 Standard .standard None W i ndow Front (N) 13.5 0,600 0,650 Standard Standard None Window Front (N) 13.5 0,600 0,650 Standard Standard None Window Front (N) 13.5 0,600 0.650 Standard Standard None Window Right (W) 6,0 0.600 0,650 Standard Standard None Window Right (W) 4.0 0,600 0.650 Standard ;standard None W i ndow Right (W) 13.5 0,600 0,650 Standard Standard None CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 CF-1R Project Titte.......... PROPOSED OCCIDENTAL RES Date,,05/12/05 1100134 I .._ MICROPAS6 v6, 01 Fite-SO503360 Wth-CTZO8S92 Pr�ogroxi-FORM-CF-lR I»_--- User#-MP0206 - User - -Terry Engineering Run -PROPOSED OCCIDENTAL RES ---- 1 Orientation W i ndow Back (S) W i ndow Back (S) Window Right (W) Window Right (W) Door Right ( W) W I ndow Back (S) Window Back (S) Window Left (E) W i ndow Left (E) W i ndow Left < E) Window Left (E) Window Left (E) W i ndow Left (E) FENESTRATION Area U- Interior Exterior hang/ (sf) Factor SHGC Shading Shading Fins _____ 13, 5 ______ 0.600 _____ 0,650 Standard Standard None 4,0 0,600 0.650 Standard Standard None 16,0 0,600 0,650 Standard Standard None 16.0 0,600 0.650 Standard Standard None 40,0 0,550 0,650 Standard Standard None 16.0 0.600 0,650 Standard Standard None 16.0 0,600 0,650 Standard Standard None 16.0 0,600 0.650 Standard Standard None 16.0 0,600 0.650 Standard Standard None 16,0 0,600 0.60 Standard Standard None 13.5 0.600 0.650 Standard Standard None 13.5 0.600 0,650 Standard Standard None 13.5 0,600 0,650 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace -- 0,600AFUE n/a Attic R-4.2 No No SetBack RoomHP 10.00 EER No Attic R-4.2 No No SetBack WATER HEATING SYSTEMS Number Tank External In Energy Size Insutation Tank-Ty-�^ �_ -- - -Type Heater Type Distribution Type System Factor(gal) R-value--- Storage Gas Standard 1 .60 50 R- n/a UPON COMPLETION OF CONSTRUCTIONs CONTRACTOR SHALL OBTAIN CF-6R FORMS.FROM THE CALIFORNIA ENERGY COMMISSION AT, www,energy,ca.gov/titte24' (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION, f C.� EKE Lil LLJ 0 LLJ Z W E' H- No. 17014 +AN�rP`v OF \1 0 L.L.I _-_-I W< C50w< �7p x0C) W �0� 0 < V) N � ice} N 7 n < O V) ry n 0 46 W L_ U) ry X d 0 a� <C CIS! Z C^1 l Date: 05-12-2005 scaly AS NOTED Drawn: CL Chsclml: JT Not Date: 05-12-2005 Job No: 050336 %set: T-24