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HomeMy WebLinkAbout10148496.pdf■ wA••swrs�r • wsir�r ■ Goa ■ a f IUD • • -1 cv Y w � � o FRONT YARD r r l20'-611 If �s■AIAAw�As s �rlrA�A • �sr■► s (NO CHANGE) DRIVEWAY ■�.A..AL. ■ .I��...r . ss■lsAAAAAAA� 41111111 105.00' EXISTING ONE-STORY ` IS.F.R. w Z 'I • • • �1A�1111•M•II • ��11 �r•Ir•A� r w■rwlArAr� ■ �I� • Q•IA•r� • �Ar ■ 105.00' 46'-Off �A Department A Al _ i occ� . CODS FLOOD ZONF l 1%3 /V °. FLOOD ZONEEr TI1 E 'D YESi MICROFILN4x RADIANT BARRIER @ ROOF NO NE LEC"N.. ,x �.. Gig W-AL, , .' a . t ,+a fin. ' €" w . i :.. it_ 6 � v d e �z.$-aN0 Iris got f ka P f Y3' i� ` s,,S a�a"z m. a 4 J 6A `yx i:E3�"'aa t W1 times enix; it li :'-nQ-,'t 1...�1 fig' Ln_nk, , y � angel r aftetations on same wrftfen pormission from the Cinj of Santa Ana. The acceptance of this plan and speciffcationq SHALL NOT be held to permit nor ben approvai of the violation of any rovW ns of ANY inance or Stat-e Law. Accepted 8 CITY OF 3AN TA A A Date lqtsuad_�� INSTALL (3) (N) TUBULAR SKYLIGHTS (PER DOOR & WINDOW SCHEDULE, SHT. A-1) & PER MANUFACTURER'S SPECIFICATIONS SIDE YARD �Cl P'�ft rauj 0 00 mco rw0 ¢z W �W��Z > rou uj �.. }- w t ��� ■ Aw"r�rArr r err t �A r ■ Q ti 0 i N r to REAR YARD IN (REAR YARD AREA= 70' X 23'-6"=1,645 SQ. FT.) `Cv, ( o 00 -EXISTING WATER HEATER r N ENCLOSURE EXTEND EXISTING (N) WOOD- FRAMED CHIMNEY ROOF SLOPE TO CHIMNEY, PER (N) U.L.- APPROVED SPARK ARRESTER NORTH ELEVATION= (---(N) 26 GA., G.I. 'SADDLE' SHT. A-2 F 77 rrrrr rrrrr ririiiri r r/iTriririii r/rrr rf ��J /ii rir/rr rim /i �r;{ rim rrr rill ri/rr rf it � r rim rrr�r/�r rrrr r � i/r/ rrrii rrrr/// rr /rir Cn rirrr rrrrrr/i ri rrI'irriiriirrirri/rir /iiii rirrr/ri rrrr rirriirrirr/rri/rim r rrr rrr rir rrr rrr rr rrr rrr rrriii�/rri �`' r rrr rir rir rrr r/r rri rr �rrir rrr /; rrr rrr rrr rrr �r rri N 'rrr r/rri/ rrr rrr rrr,r/) ///rr 7- ' r //rrrr/�, rr f!r �r �rj,!irrri j m rrr r�//rrfr r rrfi,�,rri%,/rrrr rrrrr i rrrr!. rirrr] 3.12 ri/ �r/.Irr rrr, //rrlrr%/rrr/r, 7/7 /ram/ rri r it rrrrrr ' ,iris rr / rrrr// .5:1 rrrrdr r r � �� O � 1 (N) ROOF SHOWN HATCHED .H. (N)'CRICKET' EXISTING WATER HEATER ENCLOSURE KEY: (E)/ EXISTING VERIFY AS SHOWN (N)/ NEW CONSTRUCT AS SHOWN i C r 0 ROOF PLAN NOTES 1. CONTRACTOR TO VERIFY (E) ROOF SLOPE & MATCH AT (N) ROOF 2. ENTIRE ROOF TO BE RE- ROOFED: a. remove all (e) roofing material b. repair/ replace all roof sheathing per sheathing notes, sht. T-1 c. install (n) sheathing on (n) roof areas per notes, sht. T-1 d. install (n) roofing material: at 3:12 roof areas: composition shingles (self- sealing or hand- sealed) over two layers of non - perforated type 15 felt at'cricket': three layers non- perforated type 15 felt under 90# mineral cap; hot- mop all seams and edges. e. install (n) 26 ga., g.i. flashing at all roof edges f. rain gutters at discretion of property owner 3. OVERHANGS, FACIA SIZE AND SLANT, ROOF SLOPE, ETC. AT ADDITION TO MATCH EXISTING STRUCTURE. MISC. NOTES` 1. THE DISCHARGE OF POLLUTANTS FROM A CONSTRUCTION SITE 1S PROHIBITED. THE DISCAARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER, OR STORM DRAIN SYSTEM. 2. THE MAXIMUM FLOW RATE STANDARDS (PER C.E.C.) FOR NEW PLUMBING FIXTURES SHALL BE AS FOLLOWS: a. WATER CLOSETS: 1.6 GPM b. SHOWERHEADS: 2.5 GPM c. LAUNDRY FAUCETS: 2.2 GPM d. SINK FAUCETS: 2.5 GPM 3. EVERY BEDROOM WITHOUT A DOOR TO THE EXTERIOR SHALL BE PROVIDED WITH A MIN. OF ONE OPENABLE WINDOW MEETING ALL THE FOLLOWING REQUIREMENTS: a. A CLEAR OPENABLE AREA OF MIN. 5.7 SQ. FT. b. A MIN. CLEAR OPENABLE HEIGHT OF 24" c. A MIN. CLEAR OPENABLE WIDTH OF 20" d. A CLEAR OPENABLE SILL HEIGHT OOF NOT MORE THAN 44" ABOVE FINISHED FLOOR (THESE REQUIREMENTS ARE SEPARATE FROM THE MIN. LIGHT AND VENTILATION REQUIREMENTS FOR WINDOWS. CONTRACTOR SHALL VERIFY COMPLIANCE OF UNITS AS SPECIFIED PRIOR TO PURCHASE OR INSTALLATION) 4. NEW WATER HEATERS SHALL HAVE THE FOLLOWING FEATURES: a. U.L.- RATED SEISMIC STRAPS NAILED TO WALL FRAMING, TOP AND BOTTOM b. PRESSURE- TEMPERATURE RELEASE VALVE, DRAINED TO EXTERIOR OF BUILDING c. R-12 MIN. INSULATION WRAP d. LOCATE OF MIN. 18" HT. PLATFORM, IF INSTALLED IN GARAGE 5. ATTICS WITH THE MAXIMUM VERTICAL CLEAR HEIGHT OF MORE THAN 30" SHALL HAVE 22" X 30" MIN. ACCESS. USE 30" X 30" ACCESS WHEN F.A.U. IS INSTALLED IN ATTIC. 6. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE CBC SHALL BE PROVIDED WHEN SO DESIGNATED BY THE ARCHITECT OR ENGINEER- OF- RECORD, OR WHEN SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. A.P. # 198- 021-17 LEGAL DESCRIPTION: LOT 17, TRACT 1830 OCCUPANCY GROUP: R-3, U-1 TYPE OF CONSTRUCTION: V-N CODES: ALL NEW WORK SHALL CONFORM WITH THE FOLLOWING CODES: 2001 C.B.C. 2001 C.P.C. 2001 C.M.C. 2001 C.E.C. PROPERTY OWNER: ANDRADE, GUADALUPE 1017 N. ELAINE DR., SANTA ANA, CA. (714) 326- 7750 LOT COVERAGE: EXISTING S.F.R. 1322 SQ. FT. EXISTING GARAGE 410 SQ. FT. NEW ADDITION 325 SQ. FT. TOT. 2057 SQ. FT. LOT AREA 7350 SQ. FT. LOT COVERAGE 28 % (APPROX.) ,� r• � � it j .t I GENERAL. NOTES 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE U.B.C. LATEST EDITION ADOPTED IN JURISDICTION OF JOB SITE. 2. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 3. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 4. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEW SIONS AND WORKING CONDITIONS AT THE SITE. 5. MAJOR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER- OF- RECORD OR DESIGNER. 6. CONTRACTOR SHALL PROVIDE PROPER TEMPORARY BRACING AND/ OR SHORING AS- REQUIRED DURING CON- STRUCTION AND ANY OTHER NECESSARY FEATURES. 7. POOLS AND SPAS SHALL MAINTAIN THEIR LEGALLY- REQ- UIRED BARRIERS OR BE DRAINED DURING CONSTRUCTION. 2. REINFORCING STEEL ASTM A- 615: #5 REBARS AND BELOW GRADE 40 #6 REBARS AND ABOVE GRADE 60 3. CONCRETE SLAB(S) MIN. 4" THICK, REINFORCED WITH #4 REBARS AT 18" O.C. EACH WAY AT CENTER OF SLAB 4. CONCRETE SLAB(S) OVER 4" LAYER OF COARSE SAND AND 6 MIL VISQUEEN BARRIER, CENTERED IN SAND LAYER 5. TOP OF SLAB(S) MIN. 6" ABOVE ADJACENT GRADE 6. CONCRETE FOOTING SIZES: PER DETAILS REFERENCED AT FOUNDATION PLAN 8. ANCHOR BOLTS 5/8" DIAMETER X 7" MIN. EMBEDMENT INTO NEW CONCRETE. MAXIMUM SPACING OF ANCHOR BOLTS 4'-0" O.C. AT 2- STORY FOOTINGS AND 6'-0" O.C. AT 1- STORY FOOTINGS, OR PER SHEAR WALL SCHEDULE WHERE GOVERNS 9. ALL ANCHOR BOLTS MUST BE INSTALLED WITH A 2" X 2" X 3/16" PLATE WASHERS UNDER NUTS 10. THERE SHALL BE A MIN. OF TWO BOLTS PER SINGLE PIECE OF SILL PLATE WITH BOLTS LOCATED NOT MORE THAN 12: OR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF SILL PLATE. 11. USE 3X SILL PLATES WHERE REQUIRED BY SHEAR WALL SCHEDULE 12. ALL SILL PLATES IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED 13. INSTALL HOLDOWNS INTO NEW FOOTINGS AS FOLLOWS: PHD2 WITH SSTB16 BOLT PHD5 WITH SSTB20 BOLT PHD6 WITH SSTB28 BOLT PHD8 WITH SSTB28 BOLT IF NECESSARY PROVIDE DEEPER FOOTING AROUND THE SSTB BOLTS FOR FULL EMBEDMENT 14. HOLDOWNS MUST BE SECURED IN PLACE PRIOR TO CON- CRETE POURING AND FOUNDATION INSPECTION. HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING OF THE WALL FRAMING. 15. AT SHEAR WALLS OVER EXISTING FOOTINGS ADD SILL PLATE ANCHORS WITH SPACING AS SHOWN IN SHEAR WALL SCHEDULE. ANCHOR BOLTS TO BE 5/8" DIAM. THREADED RODS EMBEDDED 6" INTO CONCRETE WITH SIMPSON SET EPDXY, ICBO ER- 5279 16. INSTALL SIMPSON STRONG- WALL HOLDOWNS INTO EXISTING FOOTINGS WITH 7/8" DIAM. THREADED RODS EMBEDDED 15" INTO CONCRETE WITH SIMPSON SET EPDXY, WITH SPECIAL INSPECTION, ICBO ER- 5279. ANCHOR BOLTS FOR STRONG- WALL PER NOT 15 ABOVE. WOOD/ S EATHING 1. ALL LUMBER USED FOR S1 RUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH COAST REGION, GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. 2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOWS: ROOF AND FLOOR BEAMS NO. 1 ROOF AND FLOOR JOISTS NO.2 EXTERIOR WALL STUDS: LESS THAN 10 FT. IN HT. STUD OR NO. 3 GREATER THAN 10 FT. IN HT. NO. 2 INTERIOR PARTITION STUDS: STD. OR CONSTRUCTION BLOCKING OR BRIDGING UTILITY POSTS AND HEADERS NO. 2 3. WALL, FLOOR AND ROOF FRAMING SHALL CONFORM TO CHAPTER 23 OF UBC 4. TYPICAL ROOF SHEATHING: 15/32" THICK APA RATED SHEATHING, 32/16 SPAN RATING, EXPOSURE 1, NAILED TO FRAMING WITH 8d COMMON NAILS 6" Q.C. EDGES AND 12" O.C. FIELD, UNBLOCKED, STAGGERED PANELS WITH LONG DIMENSION PERPPENDICULAR TO RAFTERS/ JOISTS. IN- STALL PANELS.CONTINUOUSLY OVER MINIMUM OF 3 ADJACENT RAFTERS/ JOISTS. INSTALL WITH 1/8" GAP BETWEEN ALL PANEL ENDS AND EDGES. 5. TYPICAL FLOOR SHEATHING: 19/32" THICK APA RATED STURD- I- FLOOR, 20" O.C. RATING, EXPOSURE, T & G GLUED TO FRAMING AND NAILED WITH 10d COMMON NAILS 6" O.C. EDGES AND 10" O.C. FIELD. STAGGERED PANELS WITH LONG DIMENSION PERPENDICULAR TO JOISTS. INSTALL PANELS CONTINUOUSLY OVER MIN. 3 ADJACENT JOISTS WITH 1/8" GAP BETWEEN PANEL ENDS S. ■ w s • �t s s f I Ir I a Uwe=# .4 •II A i KEY: (E)/ EXISTING VERIFY AS SHOWN (N)/ NEW CONSTRUCT AS SHOWN I. a TOP PLATE CHANGE- OUT ALL WINDOWS FROM ALUM. SLIDERS TO WHITE, VINYL- FRAMED SLIDERS (EXCEPT FIXED WINDOWS AT LIVING ROOM/ SEE DOOR & EXISTING OPEN BREEZEWAY, WINDOW SCHEDULE AT SHT. TO REMAIN AS- EXISTING A-1) ALL NEW HEADER HEIGHTS (NO ENCLOSURES) TO MATCH EXISTING (E) OVERALL HT. -� FIN. SLAB I I — FIN. GRADE NOTE: ALL EXTERIOR OPENINGS (EXCEPT WATER HEATER DOOR SOUTH/ RIGHT � AND LARGE LIVING ROOM WINDO TO HAVE MATCHING 1X4 TRIM, CUT AS -SHOWN, TO MATCH FRONT ELEVATION ROOF HT. AT FAM. RM. ADD'N ToP PLATE. .................... ..,.—.—.—.—.—.._.._ ...... (N) 'CRICKET' ST fs} N a r i � 'BALLOON'- IFRAME f REAR A GABLE WALL/ VOLUMN CEILING A FAMILY RM. ADDN ST ST i ST ST � E 1 1 (N) GLASS BLOCK WINDOW FIN. SLAB —1 s — _.._ ._... ._... ...._ .._....._ ._ � �.._ — .._..._._ .� .� ...... _._..._ � ...... -•. EASPREAR ROOF HT. AT FAM. RM. ADD'N E:TOP PLATE - FIN. SLAB -FIN. GRADE (E) WATER HEATER — ' (E) ENCLOSURE (CONVERSION PER FLOOR PLAN) EXTEND (E) ROOF TO CHIMNEY/'CALIF'- FRAME OVER (N) ROOF STRUCTURE t t 1� 1 ---------------- (N) NORTHI LEFT TOP PLATE FIN. SLAB FIN. GRADE WEST/ FRONT i (E) (N) MASONRY • l GARAGE) A PLANTER(AT FRONTBEDROOMS) TO REMAIN EXTERIOR ELEVATIONS ROOF HT. AT FAM. RM. ADD'N a N au. - r � co (N) CHIMNEY MIN. 2'-0" ABOVE ANY ROOF PLAN ©� WITHIN 10'- 0" (MEASURED HORIZONTALLY) PROVIDE A U.L.- APPROVED SPARK ARRESTER CUT RAFTER TAILS TO 2X6'S/ USE 2X6 FACIA TO MATCH (E) (TYP.) t... co ADDITION FINISHES ND Co VERSION TO (N) (E) MATCH EXISTING HOUSE (TYP.) NOTE: (E) STUCCO TEXTURE IS A 'ROUGH'TEXTURE/ (N) TEXTURE (N) WOOD- FRAME TO MATCH STUCCOED CHIMNEY (N) WINDOWS & SLIDERS WHITE, VINYL - FRAMED UNITS, ALL MATCHING IN FRAME COLOR (TYP.) EXISTING OPEN BREEZEWAY, TO REMAIN AS- EXISTING (NO ENCLOSURES) (E) FIXED GLASS WINDOW ENTIRE ROOF TO BE RE- ROOFED IN LIVING ROOM TO W/ COMPOSITION SHINGLES REMAIN (SEE SPECIFICATIONS AT ROOF JC\ r%l lMnAI { UT (E) IX TRIM, TYP. AT FRONT ONLY, AS- SHOWN TO REMAIN ALL SIDES OF STRUCTURES (HOUSE & GARAGE) STUCCOED (TYP.) ADDITION TO MATCH L I I i i f i i vi I i i i i w w 0 i CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page i of3) CF-1R ADDITION FOR ANDRADE 9- 25- 04 ProjwtTitle 1017 N. ELAINE ST., SANTA ANA, CA., 92703 Date Project Address BILL BOUSEMAN, JR. (714) 541- 4170 Build'mngpcmitte Documentation Author PKG �D' Teielne Plan Check/Date iS Field Check/ Date Compliance Method (Package or Computer) Climate Zone biltarceircritAgency Me Unly GE_ LINFORMA JJ� r Total Conditioned Floor Area ff Average Ceiling Height: 9r-610fi Conditioned Stab Floor At tax_ 325 • fr Building Type: Single Family X Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: WEST North / South / East l West / All Orientations (wlnu front orientation in degrees from Toro Noah and circle one) Numberaf5tories ONE Number of Dwelling Units: ONE -- Floor Construction Type: Slab/Raised Floor (einie one or both) DIANT HARRIER, (regtad in ejiMMe zones 2. 4. 8-15) Required for this Submittal X yes -no BL&P-IN C EMLOPE INSULATION i�'���'L�.L�>�tttl�M�.►tL`�MIN �tl�•��r`IGa�til��iv�:�i�s'i��li'ifL`L�� wI�Iwfi�.��It=ai �n11,r[ 00KIM 0. W-W V 00 .xxa2-��n:iacu.:a,^sae!t•I«aT=..9iS!•!t'1'i22,[e:Y11.!!Silt;.�ililNL4an.lL+3iL{•>S•Sri[�?1tZ�i!S♦S`t._l! .cJ��"T�i�'F-1T� FENESTRATION F, hall ����1��i11ai��►lt���i,U:�I��Rasmlf���� li� ► 'R�;+fii'i''t���i1��� - I/GFI GFI W A& 1. GENERAL LIGHTING FIXTURES iN KITCHEN AND BATHROOMS ARE REQUIRED TO BE FLUORESCENT OR APPROVED EQUAL, ACTIVATED BY THE FIRST SWITCH IN THE ROOM. 2. AT KITCHEN, DINING ROOM, WET BARS, ETC: A. WALL COUNTER SPACE SHALL BE PROVIDED WITH RECEP- TACLE OUTLETS AT EACH WALL COUNTER SPACE 12" OR WIDER, AND INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM AN OUTLET. B. ISLAND AND PENINSULAR COUNTER SPACE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (G.F.I.) FOR ALL 125- VOLT, SINGLE- PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS, AT COUNTERTOPS, EXTERIOR OF HOUSE, ETC, 4. KITCHENS AND BATHROOMS ARE REQUIRED TO BE PROVIDED WITH A SEPARATE CIRCUIT. 5. THERE IS REQUIRED TO BE A SWITCHED LIGHT IN EVERY HABITABLE ROOM, BATHROOM, STAIRWAY, HALL, ATTACHED GARAGE, AND AT OUTDOOR ENTRANCES (APPLIES ONLY TO NEW AND REMODELED AREAS) 6. ALL HABITABLE ROOMS ARE TO BE PROVIDED WITH A RECEPTACLE OUTLET FOR WALL SPACES 24" OR WIDER AT A MAXIMUM 12FT, ON- CENTER, AND 6FT. FROM END, SO THAT NO POINT ALONG A WALL, FIXED GLASS OR GUARDRAIL IS MORE THAN 6 FT. FROM AN OUTLET. (APPLIES ONLY TO NEW AND REMODELED AREAS) 7. PROVIDE ONE 20 AMP CIRCUIT FOR LAUNDRY ROOM. 8. BRANCH CIRCUITS SERVING 15 AND 20 AMP. RECEPTACLES IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AND ARC - FAULT CURCUIT INTERRUPT DEVICE (CIRCUIT BREAKER) 9. GENERAL PURPOSE LIGHTING FIXTURES IN KITCHENS AND BATH- ROOMS SHALL HAVE LAMPS WITH AN EFFICACY OF AT LEAST 40 LUMENS PER WATT. 10. PROVIDE A.F.C.I. PROTECTION PER SECTION 210-12 OF THE N.E.C. 11. PROVIDE GROUND- FAULT CIRCUIT- INTERRUPTER (G.F.C.I.) FOR OUTLETS IN BATHROOM, IN KITCHEN WHERE RECEPTACLES ARE INSTALLED TO SERVE COUNTER TOP SURFACES, IN BASEMENT, IN GARAGE, AND FRONT AND REAR OF OUTSIDE OF BUILDING. 12. PROVIDE 120 VOLT RECEPTACLE WITHIN 25 FT. OF AIR COND. EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES, AS WELL AS THE A.C. CONDENSER LOCATION. SYMBOLS LIGHT SWITCH' DUPLEX OUTLET TUBULAR SKYLIGHT W/ VENTILATION FAN (TO EXTERIOR) & FLUORESCENT LIGHT CERTIFICATE OF COMPLIANCE: RESIDENTIAL (P e 2 of 3) CF-1R ADDITION FOR ANDRADE 9- 25- 04 Project Title Date IiVAC SYSTEMS Mote: input hydronic or combined hydtoole data under Warr Heating Systems, except Design Heating Load Distribution Heating Equipment Minimum Type and Ductor Heat Pump Type (fummce,beat Efficiency Location Piping Thermostat Configuration etc. (A.FUE «HSP data. aide, cue.} R-Value T Ut « ZI Lk We EXISTING Mininnrm Duct Heat Pump Cooling Equipment Type (tircoodwoner, Efficiency Location Duct Thermostat Configuration teat gunno. evity. toohn9l SEER aaic ere. R Valuc Type imlitorpackw) EXISTING SEALED DUCTS and 7MN forAlternative Men u'} real i� Sealed Ducts (all ciitotte zaaes} (lmt4ertesting andccrtiftcatiott and TIERSratrs8tddvetificaiimrregniztd) i[A TXVs, readily accessible (climate znoea 2 and 8.15 only) (Installer testing sad certification ad HERS Rater or field verification require!) Refrigerant Charge/Air Flow;ctittmte iztdex 2 anst g is oatY3 (Insulin tinting sad eettfSttnim rrtd HERS Rater «Held verifteaaoaxegrired} m CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R ADDITION FOR ANDRADE 9- 25- 04 Project Tide Date CUMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed'by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved ,HERS rater. Designer or Owner (per Business and Professions Code) Name. GUADALUPE ANDRADE Tid,(Fum: PROPERTY OWNER Address: 1017 N. ELAINE ST., _SANTA ANA, CA. 92703 Telephone: (714) 326- 7750 Lic. #: N/A 0 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating N/A WATER HEATING SYSTEMS Energy' External Rated' Tattle Factor or Tank Water Heater Distribution Number Input (raw Capacity Recovery Standby' Insulation Tvoc T19le in system orBtalhr loan) Efficiency Loss % R-Value I. F« amali gas storage waterhasters (rated inputs often than or equal to 75,0DO fluou), electric resistance, and peat pump water bea m,list Energy Factor. For large gas storage watas beaten (ratc4 input o€greater than 75,000 Bhv*br), list Rated Input, Recovery gtliciewyled Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEAT -UM Ladd extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). NONE (s4e111tum) (data) Enforcement Agency Documentation Author Name: BILL BOUSEMAN, JR. TiddFim: DRAFTSMAN Adder: 112 E. CHAPMAN AVE., SUITE'D', ORANGE, CA.,92666 Telephone: (714) 997- 9120 9- 25- 04 tsi8) ;date) I-`"" CITY OF SANTA ANA I Agency: DEPT. BLDG. & SAFETY Telephone: (714) 647- 5800 (sigaart:e t stamp} (date) Compliance Forms August2001 A-2 Compliance Forms August2001 A-3 Compliance Forms August2001 A-4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL;Pa ei on MF-IR Note: Lowrise residential buildings subjcel to t}:e Standards must contain these measures, regardless of the compliance approach uscd. Items marked with an asterisk (4) may be superseded by more stringent compliance requirements lined on the Certificate of Compliance. tVhen this checklist is incorporated into the permit documents, the features noted shall be considered by all parties 23 mir.irnam component perforrmince specifications for the mandatory treasures whether they are shown elsewhere in the documents or an this checklist only. Instructions: Check or initial applicable boxes when completed or enter NIA ifnot applicable. DESCRtPTItJN DESIGNER ENFORCEMENT F l Building Envelope Measures: * $t54(t) 2alitattwmlk-15c6linginsaudon. v/ f l$O): goose fill insulatoa tttatmf ich rer's labeled R Value. ✓ * §150(t): MinimumR-t3wallinsulationinwoodfnwoedwalkorequivalentit-Factarinmetal*wuwalls y,,r does trot t to extcrsor mass unfit . * §lWdy Minimum R-13 raised floor itsulation in framed floors. a/ Slab edge insulation - waier absorpdort rate nogrester than 0 1n, water vapor oasrsmission rate If: no than 2.0 inch. § l M kwistion spai tied or instalitd meat tneulatim qudity standards. Indicate typo and £orm. 1/' j it 16-M xeneatration Products, Exterior Doors, and InfSittatiowTxr1ination Controls } i. Doors and windows between conditioned aad unconditioned spaces designed to limit air leakage I 2. Fsnts0ti tion pmducta (exoept field-fabiveatef) have lobe} with testified U.factor, certified Sol. Hat Gain Cocfliciaat (SHO" andinftiaation certification. 7. Extet{« doors and windows weadtetsttippgt; ail joints and peaetnitiana caulked and seated. §i 514): Vapor barriers mamdstory in Climate Zones 14 and 16 only. ¢1S0(f): Special infiltration twtiarinatalkdtvnmplywith ¢151mom Commission quality sundordx 0150(t): Installation of Fireplace::, Decorative Gas Appliasrces and Gas Logs. I 1. Masonry and factory -built fireplaces bove: s. Closeable metal or &lase door b, outside air intake with damper and control c. Flue damper arid control 2. No raMimtous burning to ttt'lot lights allowed. Space Conditioning, Water Heating and Plumbing Systet" Measur4w § 110-§ t 13: HVAC equipment, tvutr heaters showmbeads amp fkucm calined by the C.trnmiission. OWN: Hatipg sndtor cooling loads cskulahrd io acccrowr a with ASi1RAE, SMACNA or ACCA. V"'o ¢150(i): Setback thermostat on aIi applicable hsatidg ands«cooling systems. ✓ §150Ii): Pipe asuitankinsuhntion I 1. Swage gas wafer hates rand w4tb an $energy Factorteaa shah 038 :»vat be extaatsally wcsppod xith I inutlstion having an duke d thermal reiutance of R42 «grand 2. First 5 fat ofpipes 9100431m wilterhatta'tonic, non-ttslrw}aring systems, inwlated (R-4 or grunt) h3. Back-up tanks for solar system, unfired storage tanks, or other ioditent hat water tanks have R.12 V/ external insulation or R-16 combined smarnayaten,al insulation. i 4. All buried or exposed piping insulated in recirculating sections of hot water system_ 5. Cooling 9wittri pipnpg below $50 F insulated 6. Piping insulated between beating source and indirect hot water tank. January 4,2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (page z of 2) MF41t Note: Lowrise residential buildings 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 minim= 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 Space Conditioning, Water Heating and Plumbing System Measures: (continued) • § 150(m): Ducts and fans . 1. All ducts and plenums insmue t seated and insulated to roast the mquirement of the idi<l8 CMC sections 601. 603, 604, and Standard 6.3, ducts insulated to a minimum installed level o€R•4.2 orenebttad entirely in conditioned space. Opertittgs shall be sealed with mastic, We, aerosol sesram, or otherduct•closume, system that musts the applicable mrtsirdnen8 of UL 181, UL 181A, crUL 181B. lfmastic or tape is used to seal openings greaterthan 114 inch, the combination ofamatic and eithermesh or tape "be cast Building cavities shall not be toed fo conveying conditioned air. Joints and seams of" ayatems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessiitiK manual! ted dam § 114: Pool and Spa Heating Systems and Equipment I. System is certified with 78% thermal efftcimy, on-of'switch, wratheiprrwf operating inmuctions. no electric resistance healing and no pilot light 2. System is installed with: a. At least 36" of pipe between filter and hater for f tone solar ideating b. Cover fix outdoor pools or outdoor spas. 3. Pool "am has directional inlets and a circulation peep time switch. § 115: Gas firm central fumaces, pool heaters, spa heaters or household cooking appliances have no . contin bumim itot fi t. Ex tion: Non -electrical S22kipS OPPHOMM With 000t c,50 Btu/lr v Lighttng Measures. ¢ 1 S0(k)l.: Luminsirm for general lighting in k`nehens dtall have lamps with am efficacy of 40 lumnishvar o gttater fo general lighting in kitchens. This general lighting shall be controlled by a switch on a ✓ readily accessible lighting control riancl at an entrance to the kitchen. § I50(kA. Rooms with a shower or bathtub must have tither at least one luminaite with lamps with an efficacy of40lumensrwau or greater switched at the enttamcc to the room or one ofthe Alternatives to this f Y irement allowed in 1 S 2.• and recessed ceilingfixtures are IC insulation cover ved r i ■ t t •+a • i i �zz UJ .l i'lift f -tit li I� s 0 C < U. ii of it! l DRAWN:B 1 DATE: 9- , a r i � SHEET • Am3 FEB 2 1 O c -+\--------------------_...-_---W. It If C\ I \ I \ f \\ f \\ r 1 / f a f � C c ( I I uI � f f i I L------------------------- p 1 i le � 114 KEY: (E/ EXISTING VERIFY AS SHOWN (N)/ NEW CONSTRUCT AS SHOWN WALL KEY EXISTING NEW (TYP.) I i I r (E) 4X4 L___ HDR A FA(E) ROOF RAFTERS: 4XVS AT 32" Q.C. (E) ROOF RAFTERS: 4X6'S AT 24" O.C. (N) ROOF RAFTERS: 2X10'S AT 16" O.C. I DI FRAME (3) OUTER WALLS OF CHIMNEY W/ 2- 2X4'S AT 16" O.C. FQ (N) ROOF RAFTERS AT'CRICKET': 2X6'S AT 24" O.C. e- w a co J f� uj c� a. O g o J Z �Z W Zp �► (N) WALL FOR STRAP ST6236 TOP • • A • � s J N) PLATE HT. TO MATCH (E),, (N) 4X RIDGE SUPPORT PER FRAMING PLAN 00, 3'-61 4"-211 3'-10" WA (TYP.) 4/3 (TYP.) I rrrtrrtt rf ' / ' / ; D-1 1 / / /FEAR F,O�Ap. Nb' Tto,';r D-1 SHT!T-'1f'M/AtZF'r///�: (N) 518"" --.�// I,EV,L� I,,TE}�ItJS,E?t ,�; DIAM. A.B. __ ___--- _ - _ _ i ' ✓/�,'// ///','/// AT 38" O.C. (N) 5/8" DIAM, EPDXY BOLTS AT 38" O.C. L---------- --_ _____ kN)/All OI�I'. �t,��//t ✓ / /' �' / G�F�Ab ��/,� ;;, % f / , / , --------- --- ______/ , / r/,✓//�p�/// (N) 5/8 I �///f //,'// ray"�Q,','r' / DIAM. A.B. AT 38" O.C. 1-4 � (N) 5/8" DIAM. EPDXY ------- BOLTS AT 38" O.C.� r / _-------. _--^�_" `i.__ j-- I J I (N) 4X4 POSTS W/ 13 PID2 (AT 6 LOCATONS) D-1 f (N) 5/8" DIAM. EPDXY , _ J BOLTS AT 26" Q.C. i-------- -f I'I II i f I I1 II I it I I� l .If . ------------ ------ __� FOUNDATION PLAN 1/411=11 ? I m (N) C.J.'S 2X4'S AT 24" O.C. (TO 'U' HGRS) (N) VOLUMN CEILING Z 0 F 0 �l Rliuz/ 2 FRAME OUTER (3) CHIMNEY WALLS W/ 2- 2X4'S AT 16" O.C.- 'RETREAT' BATH WALL DEMO f FAM I LY RM. EXC v � � � r } f PER PLAN I ! If N) WALLS I I PER PLAN Z. v... 'v. V.. v. - v.. - V. 4.., V V v v.' ' V v. -v v.'.'v.v a aV ya a.77 a aV y ya7, ya a aV ya,Y. ya a ay ya,Y. Y.Y. ya aV.. ya a v v.. v a .v S r"""" r.CTION A -A ti a Lu o� U) z F- aruw nxv Lu a~Y xzwh �wx x a Lu � CL x oc ?gz asaymus Ogg ■ ■ ■ w 1 I a �1 C. < • • i f i 0 ► ,, -F�,A 1 DRAWN:�rB.Ba DATE: , EXISTING FOOTING DRILL 5/8" DIA. HOLES IN EXISTING FOOTING FOR #4 DOWELS EDGE NAILNG 8d 0 6" O.C. EDGE NAILING PER S.W.S. NFW q AR 14 DOWELS 0 24" O.C. 30" LONG, 6" INTO EXIST. FOOTING W/SIMPSON SET EPDXY IC80 NO. ER 5279 14 CONT. REBAR NEmVII SLAB TO EXISTING FOOTING SHEAR WALL PER PLAN A35 0 16" O.C. OR PER S.W.S. WHERE GOVERNS R.R. 0 16" O.C. ".DRILL�:S/Li".:DIA;�;klOLES . :icT £x15TI�iI;: i00TnIG ��. (42) NEW �'OO�ING T� .�XISNG 2x NAILER W/(2) 16d NAILS TO EACH ROOF RAFTER EDGE NAILING 8d 0 6" O.C. --� CAUFORNIA -FRAMING 2x6 • 16' O.C. CONTINUOUS ROOF SHEATHING UNDER CALIFORNIA FRAMING MAIN ROOF FRAMING PER PLAN 1. SELECT NAILER WIDTH TO PROVIDE FULL SUPPORT FOR CAUI:ORNIA RAFTERS 2. TOE NAIL. CALIFORNIA RAFTERS 1WTN (4) 16d NAILS TO THE MAILER 7 CAUFORNIA. FRAMING SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING MARK WALL TYPE ALLOWABLE ONE TS# E BO-ni SIDES SILL. NAILING SHEAR OF WALL OF WALL o UPPER STORIES 7/8"S"=`C 3 OVER PAPER BACKED LATH W 16 GA STAPLES AT 6-O.C. AT TOP & 80TCOM . PLATES. EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT N0.1318, AUG. 2002) OR I So PLF s/a'owo c. 5/s'o27 tl:rot 16d Q B"O.C. (ICBG REPORT N0.1254, MAR 1990) NOTE 4 AND 9 BELOW 3/8"PLYWO STRUCT It OR STD SHTG WITH 8d NAILS m 6'O.C. AT EDGES & 12" O.C. FIELD 260 PLF :5yra3wo c. a/reiera.C. 16d 0 6"0 C, ABLE 23-II-1-1 UBC NOTE I, 9, 10 & 11 BELOW 3f8"Pi m STRUCT 11 OR STD SHTG WII H 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 350 PLF a/a"oze"ax. 5/0-ol ro.C. 16d 0 4-O.C. A (TABLE 23-11-1--1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW 3/8"PLYWD STRUCT It OR STD SHTG WTTH 8d NAILS 0 4"Q.C. AT EDGES & 12" G.C. FIELD 380 PLF 3/e"o2a"a.C. a/rota"o c. 16d 0 4"Q.C. 1 (TABLE 23-11 -I-1 UBC) NOTE 1, 3. 5, 6, 9, 10 do 11 BELOW 8' PLYWD STRUCT I1 OR STD SHTG WITH 8d NAILS 49 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF a/e`o2o o c. a/a'oto"o c. i 6d 0 3 i fx"Q.C. A131_E 23'�II--1--1.. UBC NOTE 1, 3, S. 6, 1 Q & 11 BELOW. 3j8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2' O.C. AT EDGES do 12" O.C. FIELD 610 PLF s/s"olsb.C. s/e•+a$'a.c. 16d 0 2 1 f2"4.C. ABLE 23-11•-1-1 UBC NOTE 1, 3. S. 691 10 & 11 BELOW 1 /2' STRUCT I PLYWD . WITH 1 Od NAILS O 2" O.C. AT EDGES & 12" O.C. FIELD 870 PLF 3/4'ot a`o c, 3/**68*0.C. N/A 14 OVER 3X4STUt)S TABLE 23-11�-1-1 UBC NOTE 1. 3, 5► 6, 9, 14 do 11 BELOW 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST ISE S. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BIwARING BLACKED WITH 2x SOuo 6Lt1CKI13G FOR WALL TYPES 3-INCH NOMINAL OR WIDER & MAILS SHALL BE F007INGS TO HAVE 7f32- SHOT PINS AT 32" O.C. 9 Et 10 AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O.C. RESPEC WELY: I.E. HILTI 1C84 RMRT 13, d& 14. 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A No.2388, NOV 1995 OR RAMSET/REDNEAD 1C80 2, WHERE SHEAR WALL SHEATHVNG IS TO BE APPUD WALL AND NAIL SPACING IS LESS TITAN 6 '0.0 ON REPOF2T Na. t &39. DEC 1995 E TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9. USE 2 1/2' x 2 1 /2" x 3/16` PLATE BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL , WASHERS. BE 3-- INCHES NOMINAL OR THICKER do NAILS ON 3. USE 3X PRESSURE TREATED D€}UGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE COX. CC OR STD SHTG IN UEU OF SILL PLATES AT FOUNOATIQN/FIRST FLOOR ONLY. 7. ALL CONTINUOUS DatMOR FOOTING TO HAVE SECT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOGLAS 5/8* x 10" A.B.'S 0 48"O.C. UNLESS OTHERWISE CHANGES. FIFE. OTHER SPECIES MAY REQUIRE 4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS. LATH WITH MO APPROVAL II. AT EXWNG FOOTINGS USE REDHEAD WIDE ANCHORS TO COMPLY WITH SILL BOLTING. ICSQ #1372 MIN. IMBED 7 1/2" KEY: (E)/ EXISTING VERIFY AS SHOWN (N)/ NEW CONSTRUCT AS SHOWN PRESSURE TREATED SILL PLATE SLAB RENFORCING CENTERED IN SLAB 4" CONCRETE SLAB -ON --GRADE .....'.,.°...';.,.. 4" LAYER OF c Q r COARSE SAND a 6 MIL VISOUEEN WATER BARRIER CENTERED IN 4' LAYER OF SAND 5/8" DIA. ANCHOR BOLT W/2" SO. x �f 6' WASHER STUCCO WEEP SCREED F.G. REBAR T & 8 (TYP.) F.G. = FINISHED GRADE N.G. = NATURAL/COMPACTED GRADE SEE FOUNDATION {COTES FOR ADDITIONAL INFORMATION EXTERIOR FOOTING R i OR RR PLYWO SHr%;' prR PLjk4 PER PLAN I F 2x F3LKc C9810C .2X BLK'G- FIRST SAY Wjie c C�atit.Y , DC ALT:USE SIMP. A36 0 24"LTC 2X4 01 G'O.C. -- 2X "SI•IAPEL) W/ 186 0.Islo.ti.. (E) 2X BIXG— A35F 0 24" G.C; "CA' FRAMING RIDGE BEAM O OVERLAP RAFTERS AND SPIKE W/(6) 16D AS SHOWN CONT. BLK'G `- ROOF RAFTERS- RIDGE BEAN 0 16" O.C. PER PLAN • 2-2X -TO.P PLATE NEW 2x BLOCKING WN' F14�sx 0 48" O.C. PER PL 44 I<x:sTr A35 0 16" O.C. OR PER S.W.S. WHERE GOVERNS -. SA A35 0 24' vE.N� D.C. 8 SIdEAR TRANSFER 14 i E. 2X CA. PER PLANS (ALT. E.N. TO BLOCKING (E.S. OF STRAP) 4x BLOCKING CS16 STRAP ' SHEARWALL PER PLAN (SEE NOTE) "NOTE (N) WALL FINISH SECTION X PLYWOOD' SHALL BE PER PLAN SIMP. CS1.6. W/8d 0 ALL AROUND OPENING & SHEAR WALL 4"0/C (TYP.- T&B AT (ABOVE & BELOW) WINDOWS,'TOP ONLY SCHEDULE AT DOERS) SYM. 4x BLOCKING ... I I t .. - n I tvi 4x BL..K'G. HEARER OPNf'G. TYP. 0 WINDOW SILL R. 0 l 2'�6" MIN. CONT. TO EN L) OPN'GS. WINDOW j OR CONT. 11 OF SHEIIRWALL OPN`GS. j TYP. STRAP @ S.W. OPN'G. 7.-�2x STUD FILI- R POPER PLAN (4)ST VIN ) MS PER SCH D HOI_DYAN (HOA) PER PLAN( zx L2X 2-7X 1— S� OR 3X PER PLM ssm Lm PER E►d8Q 3'YN.Cm ff SCHEOLU SCHEDULE TYPE HD2A H05A HD6A IHD8A HDIOA ITSOtIM 2-5/8 2-3/4 3-3/4 3-7/8 4-7/8 Fib 4 1 5 1 6 IIE 0 1/8 6 1 8 S8 2 1/ 3' 3 1/2 3 1/2 3 1/2' CL 1 1 2 1 i LIL161 1 1 2 1/16 SO 1 /4 1 /2' 3/4' 3/4' 3/4" SSTI3 16 20 28 28 28 12' 16" 24" 24' 24" 20 24 34 34 34 e UK ckm 161 20' 28" 28' 28' AlowaUt Lw 2775 4010 5100 7460 quo 2775 4010 5100 7460 9540 t;tfr CChCR,ci"c STDI WALLS 5PIALi. BE LOADS E'A5ED ON MIN 4X PGST SIZE OR' 6'u3I WMH Im 5/8's momt�AX uLCHOR LOAD, WMN Wom FOR 7/8'0 ANCHUiS 8' Pl! FOR CONC. 6t= NOTE: FOR RAISED FOUNDATION USE S53's3 FOR TWO POUR SYS EN AND DnNO BOLT • BEYOND SILL PLATE AHOY"c FLOOR -SHI AT1ING O L D O N L* �-- 2x4 FLAT LOOKWTS 0 24" O.C. E.N. PER S.W.S. SHEAR WALL PER PLAN (E) 2X4 P.T. D. F. SILL PLATE. ADD 5/8" DIAM. EPDXY BOLTS TO COMPLY WITH SILL BOLTING, PER SHEAR WALL SCHEDULE. I.C.B.O. # 4945 W/ 'SPECIAL INSPECTION' - EMBED 5" MIN. 2) e•..•eewn.rn 'r�An Ra •i"[F kWut thtl .Pft l4Y PLATE ' SMP /POST *s PHD OR HD PER -- PLANS & SIMPSON CATALOG DRILL HOLES 1/16" LARGER THAN BOLT DIA. USE EQUIVALENT PHD 04 POST MIN, W/ E.N. EXISTING FQOTING THREADED ROD W/ EPDXY I.C.B.0 4945 CITY OF L.A. R. 025185 Vl/ SP. INSPE TIQN us 1; �T22 U.N.O. HDA OR PHD BOLT D" (IN.) EDGEW (M) 0*) (IN.) EMBEDMENT (IN.) �c�A NC'%pF COMPRESSION fc +� 2000 (ETU) HO 5/8',1-3 s 12 . _ 2775 HDSA, 5/8 1 - 3j4 B 12 4010 F#Ds, 8A 7/81-3j4 a la 51L}0, 74fi0 * USE SIMPSON SET EPDXY ICL.O #ER5279 CAR R.R. 25279 NOTE: FOR RAISED FLOOR USE LONGER BOLTS TO EXTEND ABOVE FLOOR SHEATHING HOL.DOWN TO EXIST. FOOTING ii uy 61 ki ■ i t s a t i t i 't i I �a��� �1 r r, It 1 • EB