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HomeMy WebLinkAbout10141125.pdf1 7 I- - Magill ja . � PERMIT1. �5- - : - .°' ��a 8 , Y0-____�_ ffi, . . i. r a . gg i »'. w" - «wren ,,., '' `�' ' aq ,. _ H ama.ea . . f o n s tru c; L - r1on 0..,, " -,-" - C_11:�, r, Y v e/ ....«,_,,.._.r ..ten-, .. _. .._...+_r..•..: .. ....:...... 1%.- _ . ... __ _.• ........,w,..,..r.r•.._-..i..•,.,.m_.,,- ..........ten....... ""• . t 7. CAULK ALL ELECTRICAL AND PLUM81NG PENETRATIONS. ALL -�- - �--- 14. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 20: ALL WOOD FRAMING SHALL CONFORM TO CHAPTER 25 OF Electrical Notes WINDOW AND DOOR FRAMES SHALL BE CAULKED. ALL 1, NOTHING CONTAINED tN THE'SE" DRAWINGS OR ANY OPENINGS IN THE ENVELOPES SHALL BE CAULKED. CAULK CONTRACT DOOCUMENTS SHALL CREATE TE' ANY SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE THE UNIFORM BUILDING CODE, LATEST ADOPTED EDITION. � 1. ALL ELECTRICAL WIRING, SWITCHES, AND RECEPTACLES BETWEEN THE SOLE PLATE AND THE FLOOR SURFACE ACCOtrlPANY/NG OR GROUTING MASONRY. -14-Q AT Ah1CLJJP B'E'TWEEN THE CONTRACTOR 21. FOUNDATION PLATES AND SILLS SHALL BE SECURED TO E SHALL SE INSTALLED IN ACCORDANCE WITH THE NATIONAL �,�.. � VL CONTRAC7URAL REL AtUD/dR ANY OF HIS SUB- CONTItAC7ORS AND AL A. FOUNDATION IN ACCORDANCE WITH SECTION 29D? E} OF N£ ELECTRICAL CODE, LATEST ADOPTED EDITION. , CADENA AND ASSOCIATES Reinforcing Steel Notes UNIFORM BUILDING CODE. 8. , ALL THERMOSTATS SHALL HAVE NIGHT SETBACK CAPABlL/7Y. SHALL FURNISH ALL LABOR, EQUIPMENT, WOOD SCREWS AND LAG 801,TS ALL SYYITCHES SHALL 8E LOCATED 42" ABOVE THE FINISH 2. Th'£' CONTRACTOR 1. ALL REINFORCING STEEL BARS SHALL BE DEFORMED, 22.. ALL/80LTS, DRIFT PINS, FLOOR AND 8E OF THE SILENT THROW TYPE'. 9 HVAC -DUCTS SHALL BE CONSTRUCTED, INSTALLED, AND AND MATERIALS ETC: NECESSARY TO PROVIDE A COMPLETE UNLESS OTHERWISE NOTED, CONFORM TO SECTION 2605(f) USED IN THE TRANSFER OF STRESSES 1N WOOD . FJ IS £D Pl�'OJECT INCLUDING ALL ITEMS NOT SHOWN ON UNIFORM BUILDING CODE AND MEET A.S. T.M. A-6?5 - CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING 3. ALL CONVENIENCE OUTLETS SHALL 8E LOCATED 12" ABOVE INSULATED IN ACCORD WITH CHAPTER 10 OF THE UNIFORM THESE DRAWINGS BUT R64VIRFD TO PROVIDE A COMPLETE SOF 7HE TEEL STANDARDS AS FOLLOWS. CODE STANDARD 25-17 AND SECTION 2510. THE FINISH FLOOR EXCEPT IN THE BATHROOM WHERE THEY MECHANICAL CODE. PROJECT CONSISTENT Wl i1°! THE INTENT OF THE CONTRACT SHALL BE 42 ABOVE 774E FINISH FLOO R, ALL OUTLETS .. %. R O" E 1 v -ED DOCUMENTS. #5 AND SMALLER A.S.T.M. GRADE 40 23. f30LT HOLES (EXCLUDING LAG SOLis)• SHALL BE 1/16FOR WASHERS DRYERS, AND OTNE'R MECHANICAL EQUIPMENT ifl 25 ZUMINEN5/WATTS EFFICIENCY SHALL 8E PRt7VJD£D FOR 1.36 AND LARGER A.S T.M. GRADE 60 LARGER THAN THE BOLT DIAMETER° SHALL BE INSTALLED IN ACCORDANCE WITH rHE GENERAL LIGHTING TI THE KITCHENS AND BATHROOMS" ^,N, ALL WORK SHALL BE ACCOMPIISFIEL) IN A PROFESSIONAL MANUFACTURERS INSTRUCT70N5 (FLUOR�'SCL"Nr LIGHTING). 4 BOLTS BEARING DN WOOD SHALL NAVE WASHERS .41 •:�. EP 17 200 WORKMANSHIP LIKE MANNER USING ONLY HIGH QUALITY 2. SPACING, SENDING, HOOKING, SPLICING AND 77ES SHALL 24. ALL _ , MATERIALS CONSISTENT W TH TIME CONTRACT DOCUMENTS. 4. ALL NEW ELECTRICAL LOAD CENTERS SHALL BE OF THE t 1< ALL OPENINGS (DOORS AND WINDOWS) SHALL BE PROPERLY AIL WORK SHALL COMPLY WITH ALL APPLICABLE BUILDING, CONFORM TO SECTION 2607(d) OF THE UNIFORM BUILDING UNDER HEAD AND/OR NUT SEE SCHEDULE- WEATHER STRIPPED, CERTIFIED AND LABELED. ��' L CODE. , . . CODES: 2S ALL BOLTS SHALL BE RETIGN7ENED PRIOR TO APPLICATION BREAKER TYPE AND HAVE THE CIRCUITS CLEARLY. AND TED „ TYPICAL WALL AND OF PLASTER, PLYWOOD, ETC. PERMANENTLY MARKED. 12. EXHAUST AND FAN SYSTEMS SHALL BE PROVIDED WITH of and C� . 4. THE GENERAL CONTRACTOR SHALL VERIF ALL DI At 3 VERT7CABARS � COLUMN REINFORCING SHALLHAVEA MINIMUM BACKDRAFT DAMPERS • AND SITE CONDI17ONS BEFORE STARTING SPLICE EQUAL TO 5O BAR DIAMETERS LAP IN MASONRY 2S. ATTACH 2X WAILERS TO STRUCTURAL STEEL WITH ?/2" 5. ALL EXTERIOR AND INTERIOR ELECTRICAL OUTLETS SUBJECT CADENA AND ASSOCIATES SflALL $E NOTIFIED OF ANY AND 4O BAR DIAMETERS LAP 1N CONCRETE: DIAMETER. BOLTS AT 4'-0" d C.WELDED rO STEEL FOR TO MOISTURE SHALL HAVE GROUND FAULT INTERRUPTION 13 HOT WATER THEATER AND SOLAR TANKS SHALL 8E PROi/JDED ATTACHMENT' OF FINISH NOTED AND SHOWN ON DEVICES. ALL EXTERIOR OUTLETS SHALL HAVE WATERPROOF WITH A R-12 INSULATION BLANKET. . DESCREPANCY, COERS. . .1 �__ I .. 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE. Wind0w.. 4. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL ARCHITECTURAL DRAWINGS 14. THE FIRST 5'-O" OF THE HOT WATER HEATER OUTLET PIPE • WELDING OF REINFORCING BARS OTES. 27. GLUED --LAMINATED WOOD BEAMS SHALL BE DOUGLAS F{!? 6. WHRE NM CABLE IS RUN ACROSS TH TTiP OF CEJLING� JOISt"S N S lBLI: 8Y P£RM- SHALL BE PROVIDED WITH R -3 lNSULATlON. A GCE' s ..._.___-,.._--_---__.w...�,.�:..• ,.�._.. �,�...�.. ....,�.,:�, .... _..�.. _.. .. ....... ...__.__.....___._____ PRECEDENCE OVER THESE GENER L Fv=165 PSI, E=1800000 PSI) AND /OR THE A TTTC ACCESS IN NOT A ' . TO COMB. 24f (Fb=24O0 PSI, ALL MATERIAL AND WDRKMANSHIp SHALL CONFORM TO THE 5• PROVIDE SPACER BARS, CHAIRS, SPREADERS, ,FTC, 6, tTTO/V FOLD REINFORCING STEEL !N PLACE DURING THE CONCRETE INDUSTRIAL APPEARANCE WiTN EXTERIOR GLUE -UNLESS ANENT STAIRS OF LADDERS, PROTECTION WITHIN 6 OF THE 15 ALL 'WATER HEATERS, SPACE CONDITIONING EQUIPMENT, L LIF ATER AND UNIFORM BUILDING CODE, LATEST ED RING PER SECTION 2fi07(d) OF THE UNIFORM BUILDING OTHERRWISE NOTED. NEAREST EDGE: OF THE ATTIC ACCESSS SHALL BE PROVIDED. SHOWER HEADS, AND FAUCETS SHALL BE C,E.C. CERTIFIED. 1 GENERAL NOTES . POU (EC 320-•14) . 7. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, CODE - xg, CERTJF1CATf OF JNSPFCTlON FOR EACH GLU-LAM BEA+�1' 1£. MASONRY AND FACTORY BUILT FIREPLACES SHALL BE . ETC., IS 774E SOLE N OF REINFORCING FROM AN APPROVED TES77NG AGENCY TO BE SURRITTED TO 11/�leeh,�!`lioel 11lCJ eve- INSTALLED WITH TIGHT FITTING, CLOSEABLE METAL AND SNORING, TEMPORARY SUPPORTS, 6 SPACING, SPLICING, AND PROTECTlO D 8Y THE BU/LDJNG DEPT. PRIOR TO ERECTION. 1, ALL EXTERIOR WINDOWS AND SLIDING GLASS , RESPONSISILITY.OF THE' CONTRACTOR AND HAS NOT BEEN SHALL CONFORM TO SECTION 2415(e,f;g) -OF THE AND APPROVE GLASS DOORS. PROVIDE AN OUTSIDE AIR INTAKE WITH A r AND ASSOCIATES OR STEEL SHA DOORS SHALL gE PROVIDED WITH CORRlSfON CONSIDERED BY AL A. CADENA A 1. AN APPROVED HEA77NG SYSTEM CONFORMING TO SECTION DAMPER AND FLUE' DAMPER. CONTINUOUS BURNING PILOTS RESISTANT HARDWARE CONSULTING ENGINEERS. T7a£ CONTRACTOR IS RESPONSfBLE UNIFORM BUILDING CODE. 23. NAILING SCHEDULE: STRUCTTURE PRIOR R PO 1410 OF THE UNIFORM BUILDING CODE SHALL BE INSTALLED, ARE PRDNIBlTE� FOR ?HE STABILITY OF 774E AND FLOOR 7 SPLICES IN ADJACENT' HORIZONTAL - WALL REINFORCING BARS I N OF ALL SHEAR WALLS, ROOF A '-O" MINIMUM UNLZ:SS OTHERWISE 30 : THIS NAIUNG IS TYPICAL UNLESS OTHERWISE NOTED OR 2. ALL WATER J3fiATER5 SHALL HAYS NON -RIGID CONNECTIONS, 17 ALL STEAM ANt7 STEAM CONDENSATE RETURN PIPING AND 2 SLIDING GLASS DOORS SHALL HAVE, A MlNtMUM APPL CARD SHALL BE STAGGERED 4 MATERIALS, HE SHALL PROVIDE DETAILED. NAILS SHALL BE BOX OR COMMON WIRE NAILS. AND SECURED IN PLACE CATEGORY 54-2,CLASSFlAAT10N OF lJ PER UBC ' SET UPON A PLATFORM 18" HIGH, ALL CONTINUOUSLY CIRCULA77NG DOMESTIC NEAT{NG OR DIAPHRAGMS AND FINISH MA NOTED. • THE NECESSARY BRACING .TO PROVIDE STABILITY PRIOR TO '''' STANDARD 54-2, TABLE 54-2-A OF ?N£ PROVIDE AN HOT WATER PIPING SHALL BE iNSULATD AS REQUIRED 8Y APP ICATfON OF THE AFORE -MENTIONED MARIALS 8Y STRAPS TO THE ADJACENT STRUCTURE- UNIFORM BUILDING CODE. THE L •T'HE' FOLLOWING MINIMUM PROTE077VE COVERING OF SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON APPROVED IN RULA770N BLANKET UPON COMPLETION OF THE THE PLUMBING DIVISION. 08SERVATION VISITS TO THE SITE SHALL NOT INCLUDE 8. PROVIDE WIRE NAILS. L,.. tNSPEG7tON OF THE ABOVE ITEMS CONCRETE.' INSTALLATION. 3 GLAZING IN DOORS AND FIXED GLAZED P N D 3" CLEAR -- JOISTS OR RAFTER• S T0. SIDES DR STUDS ALL M£CHANJt'AL AND PLUMBING WORK SHALL CONFORM TO 18. GAS COOKING APPLIANCES SHALL 8E EQUIPPED WITH OF MORE THAN R SQUARE FEET SHALL tifAVF A 1.CHANICAL EQUIPMENT HAVE BELOW GRADE (IINFORME) 2" CLEAR 8" DEPTH OR LESS 3-16d IINTERMfTTANT IGNITION DEVICES. 8. VJBRATlONAL EFFECTS OF GRADE FORMED} THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CATEGORY CLASSIFICATION OF ll PER UBC BELOW GR fl ( ADDITIONAL 4" DEPTH. 1-16d CONSIDERED 8Y AL A. CADENA AND 1 CLEAR FOR EACH ADD AND MECHANICAL CODES. STANDARD 54-2, TABLE 54-2»A OF THE NOT BEEN WALLS, „ ASSOCIATES OR CONSULTING ENGINEERS 1r5 CLEAR -JOISTS OR RAFTERS AT ALL BEARING -TOE Abbreviations. UNBIFRDM BUILDING GDE COLUMNS NAILS' EACH SIDE 3--8d 1vv SEAMS Bc GIRDERS 1.5" CLEAR 4. ALL SHOWER HERDS SHALL HATE A MAXIMUM CAPACITY OF • CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNEi1 BY . . - STUDS TO BEARING -TOE' NAILS EACH SIDE 2-Ed 4 GLAZING IN DOORS AND FIXED GLAZED PANELS S• STRUCTURAL SLAB 2 5 GALLONS PER M1NU7L�. AL A. CADENA AND ASSOCIATES OR CONSULTING - BLOCKING BETWEEN JOISTS OR RAFTERS S• (ABOVE GRADE} 3/4" CLEAR A.B. ANCHOR BOLT JS7: JOIST I OF 9 SQARE FEET OR LE c SHALL HAyE A MIN ' ENGINEERS. To JOISTS OR RAFTERS - TOE' NAILS !MUM CATEGORY CLA5SlFt�54 ? OF ! PER NI R R INFORCING BARS SHALL NOT BE REGENT EACH SIDE, EACH END. 2-10d Door- & indoor Notes A/G AIR ACOUSTIC lDNJNG LARGER E TOE ACST, ACf)UOND CAM. LAMINATE STANDARD 54--2, TABLE - -fit Of 'THE UNi-- ! LfTY OF THE CONTRACTOR TO 9. #5 OR LA TO .J01STS OR RAFTER BEARINGS u FORM BUILDING CODE , , • ,. , ' -Ih � ,^ ,,`, 10. IT SHALL 8E THE RESPONSBI APPROVAL OF STRUCTURAL ENGINEERS. 2-?Dd A- ABOVE FINISH FLOOR LAN. LAVATORY 3 , ,.._ :�, .;n.�: � > s.•..-.•..� LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON wITHo�rT A NAILS EACH SIDE. _ 7 DS EACH END - ?.. ALL EXTERJOf, DOORS SHALL 8E 1 .i/4 THICK AND 8E OF ,qLT; ALTERNA iE LOG. LOCATION ' - •�' 1' t ' •I. S" a - : (6 ` ., . . T FM FROM DAMAGE, rf IE STANDARD BLOCKING BETWEEN S u SOLID CORE CONSTRUC7JON.<... °r, ; '+ r S �.., OR ND7 AND TO PROTECT H C7tIRAC STEEL SHALL CONFORM TO OR 10. STRU TOE NAILS 2-10d ALUM. ALUMINUM LUM. LUMINOUS �; EXPENSE OF REPAIR BRIDGES AND; s: ,,`� L BEAR ALL TURAL STEEL FOR ARCH'L ARCHITECTURAL "., CONTRACTOR SHALL STRUC ,} �r' ,".;±>. � �: t3i�``..:N�• �, % �{�.: �; � �"> �`' �`� 1�-:.a�r�•'14 y.. Y'„,.Y.,,os�. � � � �Y.. h•`'z,Y �.r.,.a'o�-�. L�Z ? ''".� �,i.v.,.. �•. �.V 4i; ��,�tyf'2r �4, y r !N CGNJUCTlOIV WlTN THE PROSECC7TICIN OF SPECIF7CA110NS ,FOR END NAILS 2-16d 2. ALL EXTERIOR DOORS SHALL 8E EQUIPPED WJTN, DEAD • . REPLACEMENTBUILDINGS A.S. T M. A-36. .. _ - , F 11 THIS WORK, - PROGRESSIVE BLOCKING BOLTS AND DEAD LOCKING DEWCLzS AS FOLLOWS:. APPD ASBESTOS MAT'L MATERIAL Fx K ASB. ASBESTOS MAX. MAXIMUM " r.` -`� °' ; *... OMPL }' WITH THE RAFTER TO BLOCK AND BLOCK TO e i ERECTION SHALL C ASPft ASPHALT M.C. MEDICINE CABINET ���,. ;'. � �.,1..�� 9_ Cr,V__ 5% ,.: �.l2 : - I` kI \ 'z,ta,.,._s. t- t .... ; �.. '��' C. P. 11. FABRICATIONS AND CONT. NAILER 2-16d ' LATEST A.1.$ S.C. SPECIFICATIONS A, ALL LOCKS SHALL; BE KEY OPERATED FROM THE , �Ic PrE'Jci1'tlor7 Joel - MULTIPLE' STUDS {STAGGER IrOR STUDS • AUTO. AUTOMATIC MECN. MECHANICAL OUTSIDE AND OPERATED FROM 174E INSIDE BY A DEVICE . 1.T PRO 61TED BY CHAPrE M BOARD 3/1l TO;..: WIDER TT1AfN. 4"} yf�d=-18" O.C. METAL MET , - NFORM ` • . :. NO H! R' 33 OF 7rHE ,UNJFOR g0 MIN' MINIMUM ALL$ �.:. g r. EMBERS SHALL ,CO 64 ,,•r..D; �. 1. TH£ PREPARATION OF THE SITE FOR CONSTRUCTION SHALT ` .1.2 •'ALL - SOL TS -�0R STEEL .IYt - RIBBON TO S7UD5 . CEILINGS BASE REMARKS s • " BUILDING' CODE. BTWN. BETWEEN MIR. MISCELLANEOUS R(�C.�M FLt70R .. INCLUDE THE REMOVAL OF ALL RUBBISH, DEBRIS, TREES A.S. T M. A-307 UNLESS OTH&RWISE NOTED. T "){ RIBBON ' 2'"8d . R ITEM WHICH MAY BE BLOC. BUILDING . MIR. MIRROR FAST {HE'S?" NQR7H SOUTH AN,_Cl TREE TRUNKS, OR ANY OTHER 1.. HI --TENSILE BOLTS, WHERE INDICATED, ON THE PLANS OR 2 X RIBBON 2-16d g DEAD BOLTS SHALL NAVE A HARDENED INSERT OR <: D£7RIr1AE'NTAL TO THE FOUNDATION OF THE. STRUCTURE BLK. BLOCK(1NG) M.L. MATCH LINE' •--....... .... ............ _._.......__....r..__.. _ �... . SETA ILS SHALL 8E 174E FRIC77ON TYPE AND THERE SHALL -DOUBLE' TOP PLATES 2- tsd EQUIVALENT. BRK. BRICK M.O. MASONRY OPENING - E NO PAINT, OIL, LACQUER OR GALVANIZING BE THE LOWER PLATE TO TOP OF STUD 16d 16" O. C B.T:U. $RlTISH THERMAL UNIT MID. MOUNTED 2. ALL FINISHED GRADING MUST CARRY WATER AWAY FROM 8 ; CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM UPPER TO LOWER PLATE FI THE STRUCTURE BY APPROVEfl MEANS TO APPROi�EIl :TO TA T.M. A-325 OR A.S.1:Mt. A--49Q SPLICE' (4 =-0" MIN.) EACH SIDE OF C. STRAIGHT DEAD BOLTS SHALL HAVE AMIN/MUM THROW BM. BEAM MULT. MUi 71PL DRAINAGE. BUTT IN TOP PLATE 6-16d OF 1" WITH A MINIMUM FMBEDDMENT OF 5/8': EtH. 80UNDRY SAILING . " f4. PIPE COLUMNS SHALL CONFORM TO A.S. A� 53-8 (TYPE' UPPER TO LOWER PLATE A7 1N'TERSEC S 3-16d B.S. BOTH SIDES NA7 NATURAL -= CEILING STRIPS 3, DOOR ST0P5' ON WOODEN JAMBS SHALL BE OF ONE PIECE Nt N.G.OT JN CONTRACT E OR Sj , 1 X 4 PET? BEARING {STRONGHOLD TYPE) 2--8d CONNSTRUCTION WITH THE JAMB OR JOINED TO THE JAMB , CAB. CABINET , !NATURAL GRADE . Foundation Notes ": _ � OEM. CEMENT NO, NUMBER. ;TUBE COLUMNS SHALL CONFORM TO A.S'T.M, A--5O1 OR 2 X 3 PER BEARING (STRONGHOLD TYPE 1-•16d . • ' WITH A RABBIT CONNECTION. . NOMINAL _ . C•J CEILING JOIST NOM. �` � �� • : Y T! N FOOTINGS PILE AND BEARING MEMBERS f5• . NDA O S; -'- PLYWOOD NAILING -- SEE DETAILS AND�OR 1. ALL FOU -500 GRADE' B. A ALL SLIDING GLASS DOORS AND WINDOWS OPENING TO CLG. CEILING N. T S. NOT TO SCALE -„�. a ,,,,., Q� d ` 6 , « N. _ SHALL SEAR AGAINST AND EXTEND INTO UNDISTURBED SCHEDULE NATURAL SOIL OF 1,000 PSF MINIMUM OR COMPACTED SOIL IG SHIELDED ARC -- BUILT-UP BEAMS 20d--32" O.C. AT TOP THE EXTERIOR OR UNCOINDIVONE'D SPACE'S SHALL BE FULLY C.L. CENTERLINE 8Y THE AND BOTTOM STAGGERED WEATHER STRIPPED, GASKETED,. OR OTHERWISE TREATED TO CLR. CLEAR O/ OVER �,.. 16,. WELDING SHALL BE 8Y THE ELECTR 2--20d at END MEETING THE REQUIREMENTS OF CHAPTER 70 OF THE CERTIFIED WELDER APPROVED� � � �z.$w � Y :L , � r 1 ° . PROCESS, DONE BY AC..t� CONVENIENCE OUTLET 0/A OVER ALL UNIFORM BUILDING CODE - ? X 6 LET IN BRACE$, EACH BEARING. LIMIT INFILTPA710N. COL, COLUMN O.C. ON CENTER .GO.yERNING JURlSDfCT70N PRE -DRILL HOLES FOR NAILS 2-8d - ti:., 2. M!!JIMUM COMPRESSIVE STRENGTH OF 2,500 PSI FOR ALL SLIDING GLASS DOORS SHALL 8E CAPABLY OF YYITNSTANDING COMBO. COMBINATION O.D. OUTSIDE DIAMETER T Eo-. 5 ` '. §f .1 , r'"" ETE SHALL HATE A 1Z WHERE WOOD IS ATTACHED"TO STRUCTURAL STEEL PROVIDE 5 -. NOTED ALL CONCR ENT pF 31. ALL CONNECTING HARDWARE, JOIST HANGERS, 77E STRAPS, TE5TS.SET FORTH IN SECTION 67DS AND 6707 OF THE COMPS. COMPOSTITl4N �4 %'�.�..n . - UNLESS OTHERWISE 1 2• BOLT HOLES AT 4 O O.C. FOR ATTACHM _ „ , - ADE WORfC % CON CONNEG?TON PART: PARTITION FOUNDATION AND SLAB ON GRADE R DRAWINGS FOR FINISHES, ETC., SHALL 8E SIMPSON "STRONG --TIE UNLESS OTHERWISE UNIFORM BUILDING CODE ___ ___ _�_T_�._ FOUND HAILERS. SEE ARCHlTEC7U AL "-'� "' ""�"" .. NOTED OR SHOWN CONC CONCRETE P.0 PlPE COLUMN W£R GLASS DOORS SHALL MEET THE REQUIREMENTS CENT ' CONTINUOUS P.C.7 PUTTY 'COAT -'---"' �" T , ANC£ SHALE,_._.,__.___._.r_.._.._.._.__....__._.._ . 1.ED PER CITY ORDlN S INSPEC770N.: CONSTR. CONS7RUC7/ON PLAS PLASTIC u_...._...- �,, e, j 3. ALL TYPE 5 CEMENT (REQUIR G SHALL NAVE CONTINUOU _ 6. ALL SHOWER _.. __......... -._. ..._ . . - ` ' �- T, A. " 18. ALL FIELD WE'LDIN" - FINE AND COARSE AGGREGATE 32 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON SET FORTH IN SECTION 1711(t,g) OF THE UNIFORM BUILDING °`°"""' ~"'� °`"�` z . CONFORM TO A.S. rM. C 150 t " SHALL CONFORM TO A.S.I M. C-33 BEARING PARTITIONS, CODE AND LASS 774E TEST REQUIREMENTS OF TABLE 54�2. GSK. COUNTERSINK PLAST. PLASTER1. _. _. __.._..__.._.__.. __ C: T CERAMIC TILE P.L. - PLASTIC LAMINATE. _ y • P.L< PROPERTY LINE N SF ; !,? r x Frernrn /Votes ._ ST 8E g T U US BLOCKING BETWEEN FLOOR JOISTS GLASS DOORS AND WINDOWS SHALL MEET THE _ R JOINTS MU P LODE CON fN 0 ALL SL{DING DOUBLE PL. PLAN. ` ...._.._....__ .--__..... ..:............. , ...:... ' sr �-�-`>�"�"" 4. LOCATION OF CONSTRUCTION OR POU 33. RO 7. 4 WHEN DE3L. . ' s w OFF WALLS F A.N S A.N.S.I. CA 134, A 134,3 AND A 134. PL. PLATE __.. �"'' \ %® APPROVED BY AL A. CADENA AND ASSOCIATES OMFLY WITH THE PROVISIONS UNDER ALL BEARING STANDARDS 0 DET DETAIL .. •.. ...•... ...... \ . . < , . 1. ALL W000 MATERIALS SHALL C .... __......., .. v _�­_­,­ :�,�.,_ . .^ CONSULTING ENGINEERS.: THE NATIONAL DESIGN TESTED IN ACCORDANCE WITH A.S.7 M. E 283-'73 WtFH A. OF THE LATEST EDITION OF E D.F, DRJNKING'FOUNTAlN PLYWi7. PLYWOOD R____._'�'�'_` �:_:.: �,,._.�_,_..._ _....:.:.:....:......:.:r........ - PRESSURE DIFFERENTIAL OF ?.57 LBS PER FOOT AND 8E_ .. . .. _ ... ...... _ ....... I ... I.. TRESS GRADED LUMBER AND ITS D.F. DOUGLAS FIR PR. PAIR ---�' . N SPECIFICATION FOR 5 . tj f" j"�( f j }QQ,� F 5. PASS 7HROUGf! STRUCTURAL CONCRFTt:' 1 Flash nC,�►,/W CER7JF/ED AND LABELED. OEM. DIMENSION PT, PAINT ,^, .._ ................:..._.........,_...............,......... %' �( � f R '' PIPES MAY FAS7E'N/NGS, k� IL „, • v . _ - SLEEVES BUT SHALL, Nor BE EMBEDDED THEREIN. . R AS . DOA. DIAMETER PT. • POINT . !! AND SNOWS ARE U BAT TtIB A 1, . S 1. ALL WOOD FRAMING S SHALL 8E TEMPERED POLISH£ E DOUGLA 8. FIXED GLASS DIAG DIAGONAL , < BEES ARE TO 8 ALL M NG MEM „ . _ _ M_._.. T L FRA T ... ..... - .. :.:; _. LL HORIZON A RATED FEL . au . .,< N.,;„,:_.:, ;; r __..._._w'"�.:_ ,.._.._...>_ .,.:.... ., ANCHOR BOLTS 2 A E COVERED WITH ?6 ASPHALT SAID T NCE5 A HALL B # 1 4 AT FULL HEIGHT ON RAD. RADIUS :��. :..•: -...:::>• - � ���'�'� ...::......:..........._ , ,..................... _......___...�_�..._ . � ��.. •'� �.. 6- A MISCELLANEOUS IRON APPAL E OTHERWISE. 5 _ n...., „� ALL MSC - � ..,: GRADE 1 UNLESS ,. WITH A MINIMUM THICKNESS OF / SIR. DJRECTT ...,. _..n , :<,;•„ ,.... r :.. . . :.:....:.. .:...: : •_ : - '::: �� � � ' < � <� � � _ � _. __ �.__. RED IN PLACE OR FIR LARCH STRUCTURAL` D 6 MINIMUM AT THE JOINTS PRIOR TO THE ; - - _ C SHALL Bl: SECURELY WI ; .: LAPS£ RAC. RECESSED INSERTS £T A WS, . Nor�L3 W1ND0 QISP. DISPOSAL :...• :....n . ' ... ; , .:.: C .. � .:�- �,::, POURING OF ANY - � -- r0 rHF UR IhtSTALLAT/ON OF THE FIX r . OTHERWISE A NCHORF.D ARIOt REF. REFERENCE .. DN. DOWN .Z,. .. . �,: .,=K��:. . REFER. REFRIGERATOR . a..� CONCRETE. MEMBERS ARE. TO BE DOUGLAS FIR . 3. ALL VERTICAL FRAMING BE APPLIED OVER AN APPROVED O.S.00R EXTERIOR {DING SHALL (��$ w a S NOTED. 2. ALL EX $• •;.^;,•; :•._ ...n• „ 2 UNLESS O?7/ERWI E lrl3�'fllC'��/Qi% I TRUCTURAL OR J/ L� DOWN SPOUT REEL TO. REFLE'CTED ' LARCH S T£CTION SURFACE CONFORMING TO SECTION :...... K PRO REtNF. REINFORCING , , � �� � ALL CONCRETE SLABS SHALL BE A MINIMUM OF 3 1/.� THICK . WEATHER THE UNIFORM BUILDING COD£ S A D UNDERFLOOR AREAS ARE TD DWG. DRAWING . ' WITH• 6X6 10/10 WELDED WIRE MESH PLACED AT MID -HEIGHT T tlGTURAL BEAMS SHALL eE DOUGLAS FIR LARCH 17©7%tJ OF 1. ALL FRAMED CEILING N ,. 4. ALL S R D/W DISH WASHER RES: RE'SILtENT CLEAN SA. ND FILL WITH K C lVE R--19 FfBERGLAS BAIT 1hfSULATlON TIGHTLY FITTED O: - THE SLAB. PROVIDE A 2 U&MUhf Rhl. ROOM 1 UNLESS oTHFRwJSE NOTED> GRADE RE E .. , . �' STRUCTURAL # SHALL BE WEATNERPROFED IN SULATION IS 0 ROUGH OPENING -- TURE VAPOR BARRIER 3 ALL EXTERIOR OPENINGS _ _ C,TY ORDINANCE MOTS O INTO ALL V4105 WHERE FOIL SIDED IN • A rC MIL. PER ) EA. EACH R. ., ",`...Y.� . 7 b OF THE UN1f ORM REQUIRED : • ., ... :. >;..:::... :... •.... - . • . •.... ; .. ; :, .:.:: � . Y . s ACCORDANCE WITH SECTION ITS O E THE FOIL TO THE INTERIOR. ,. .. .... a - � - BELDY! THE SLAB, ALL 'EXPOSED WOOD MEMBERS SHALL BE SELECTED FOR RE4/IRED FACE ELt:C. ELECTRJC(AL} READ. . 5.11 CDE. BUILDING p R R. ROOF RAFTER Y .... . .t t.. 8 .. ELEV. FLEVATI4N :.... .. r THEIR APPEARANCE. J E R-19 FIBERGLAS BAIT REDWOOD = . D TERMITE SHIELD 8ET ,.N. LL ,W . D RECE V RWD. , •. y, ,. .... �, APPROVE TE . ALL FRAMED WALLS SHALL EDGENAIL 8 PROVIDE AN r 2 E:N. • :::: - : -: _ _. ... ;-, . m:� ,r•�•,$,,-,..:• , �...,.:: •:�,,.<:,:.0 Y CTI ' �1QN LLS BELOW GRADE SHALL BE 0 ALL VOIDS. WHERE FO L .. MAS4NR CO. J1l JttDA7JON WA Y FITTED IAfT AND A FOU T HR ,,, •- _111-.l-"'<,:l-.:.,;•..,:, � �,:. ;,,1.::,.•,�,."..,.,*:.�.< .lp_.,, .. ; .>;. AND CONCRETE OR WOOD .9 AND CONNECTORS SHALL BE 4 ALL INSULAT{pA1 IG �R I G DEVICES A EQ: EQUAL ALL METAL FRAMING 6. SECTION 1707 iO OF FOIL TD THE SOLID CORE . ;,; a,er>:, ..•<y:,,,.11, r y. ALL UN ER FLOOR AREAS, DAMPROQFED IN ACCORDANCE W1TN SECT D ( ) D SIDED INSULATION IS REQUIRED FACE THE R E UAL. EXIST: EXISTING S.C. 7f O Q N TRONG E SI P D S ...`, '` M S CT: SECTION r ; :-'; . E UNIFORM BUILDING CODE. EXPOSED SE :> _.:: , .'_ <: , :<; THE INTERIOR. EXP. EXP > ,_: ... ^" -- -• U/ 1/�fjj I'" r� N STRUCTURAL ROOF WALL, FLOOR.EXTERIOR .SEt: SELECTAC EPI ... ,. n. _ 1? PLYWOOD USED i A P LL L TERMINATE AT WEATHER STRIPPED TO £X7 �. :. AND D4WSPOUTS SHALL SHALL BE S.F. SHELF FURRING ,� >Y..,.>: ,.. ; .:, . • . li%teS 5. ALL GUTTERS A J. ALL DOORS AND WINDOWS t��G�-- MasonryRM TD THE, ,. ,: _.,,, ...sa-;< :,,p.., „: •., . ,,< �, , ;a:::;--.,...,._ ,r �.,,:.x:: °' } w r�, . n. o NELS SHALL CONFO J GM PA tt _ AND DAP PRODUCT STANDARD PS 1-74 CONCRETE SPLASH BLOCK AND DIRECT WATER AWAY FR • /R £NrS OF THE U.S PREVENT fNEAT LOSS. F.A.U. FORCED AIR UNIT 5HT SHEET1. '� '• �• � L' : ..Pc8�4�'n �-..ra,.,_n,.� ..,,c...alsrc.A r ' NITS SHALL MEET' REQU EM ti TE MASONRY U THE BUILDING. FLOOR DRAIN SNTG. SHEATHING """.>,�4X �".' �'..a''`°""'�"'�""'.""�"Y'�'fr�'Y';,w.�'"�`"����:�.� ' 1. ALL CONC E ni PLYWOOD CONSTRUCTION AND INDUSTRIAL. FOR SOFT WOOD PL _ . �...._ ._ ___ L BE SUPPLIED WITH APPROVED F.S A M.rj­11. 1 F SECTION •2403 C OF THE . R 4. L CTRJCAL BOXES SHAL FfRE EXTINGUISHER CABINET SIM. SIMULAR : ' - . � _ . i..; :.�,: T..i...... REQUIREMENTS O (} 1/I�FO M ALL PLYW00J3 SHALL E;E EXTERIOR GRADE STRUCTURAL ,t1. ALL £.E l:E.0 l T S CTJONS SHALL 8E WATERPROOFED \, '... I .:. -4 BUILDING CODE AND MEET A.S T.M. C 9Q GRADE N 6. CHIMNEY AND ROOF N E7? E GASKETS,. F.F. FINISH FACE SIMUL. 51MULTAN£OUS { I . ­,� ,.`` 4!.. . I': , . . - -,n UNfFOR € -��.� - , . ---.-,-: I STANDARDS. LL ATTIC SPACE SHALL 8£ PARTITIONED ACCQRQING TO !N ACCORDANCE WIrN SECTION 3203(d.5) OF THE M F.G S FUEL GAS SLOG. SLIDING . I 8. A @UJLt?ING CODE. ... _ ­� . E UNIFORM BUILDING CODE. J . G. FINISH GRADE SOF. SOFFIT n _ SECTION 3205 b' OF 7Fl f Y ' y i s ,% 2. AGGREGATE SHALL CONFORM TO A.S. TM, C . , l JIrJ TAR) ( ) . , - Ceramic Tile Dotes FH.C. FIEF NOSE CABINET SP. SPACE AND A.S.7 M. C-4O4 (GROUT). 9. WHERE STRUCTURAL BEAMS T!£ INTO FRAMED WALLS • FIN. FINISH SPEC. 5PECIFlCATlONS 1/er�fiiC tlor� Flo es I _ _�' 51-1 . =. `` '_ �' PROVIDE A METAL TIE STRAP ACROSS THE DOUBLE TOP 1, CERAMIC TILE INSTALLATIONS SHALL CONFORM TO 774E FIX. FIXTURE ' SQ SQUARE %3. ALL MORTAR AND GROUT SHALL CONFORM jt SECTION 7 , LATEST EIOJ770N OF ?NE AMERJCAN NA TIONAL•STANDARD F.J. FLOOR JOIST S.S. STAINLESS STEEL 4 '� 2415 c AND TABLE 24--A OF THE UNJFOR SMILE?ING CODE PLATE • 1. AT WOOD FLOOR SYSTEMS CLOSE' TO GRADE PROVIDE SPEClFfCATION5 FOR THE INSTALLATION OF CERAMIC TILE. STAG STAGGERED s. ; (} FL, FLOW y r t ! VEN??LA770N PER SECTION 2S?7(c} OF THE UNIFORM R FLOOR $TD. STANDARD ti n� ki u'Av 3 4. GROUT SHALL BE. f0 PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE L FL . CONTINUOUS OVER TWO OR MORE SPANS WITH THE FACE BUILDINNG COD£. 2, AL,L CERMIC TILE CORNERS, TERMtNA'TJONS, AND FLUOR, FLUORESCANT STL. STEEL 1.1 PART PDRTLAND CEMENT .., _ ... _ P RPENDfCL1LAR Tf3 774E SUPPORTS -INTE'RSE'CTIONS OF THE WORK SHALL BE ACCOMPLISHED FON, FOUNDATION STRUC STRUCTURAL j GRAIN RUNNING E CONFORM TO _ _ D ATTIC VENTfLATJON SHALL C CUT SU5P, SUSPENDED `/ x _ � �' Y 3 PARTS SAND _ 2, ALL REQUIRE A, . Wl7H THE USE OF APPROPRIATE RADIUS TRIM. NO F, fl. FINISH OPENING � �, • � =�"'�` .. -.... .. . . 1/4 MIN. TO 1/2 MAX.. PART HYDR �►(jE, PROVIDE FIRE STOPS FOR FRAMED CONSTRUC770N SECTION 3205(c) OF THE UNIFORM BUILDING CODE , 1 t TILE EDGES SHALL BE ACCEPTED. FOC FACE OF CONCRETE S. W. SHEAR 'WALL t PER SECTION 211B F.2Q IF TN£ UNIFORM BUILDING CODE FOM FACE OF MASONRY 5. ALL MORTAR AND GROUT FOR BRICK MALL ( ) 3. GARAGE VEN77LATION SHALL CONFORM TO LOCAL CONFORM TO SECTION 2415(c) AND TABpl"Y*ft QF THE BETWEEN JOISTS 0J7 REQUIREMENTS. 'T"IIE,,¢ :'rIE��" �iQr J(!$ FOS FACE OF STUD iEX. TEXTUREDI an � L 8 PLACED Y J� FOUNCI. FOUNDATION . T&G TONGUE AND GROOVE "` UNIFORM BUILDING CODE. 12. 2X SOLED BLOCKING SHALL l . ' RAFTERS AT ALL SUPPORTS. 7T? TREAD ` " 4. NAf31TA$LE ROOM VENtRArtON SHALL CONFORM TO SECTION F.P. FIRE PROOFED(lNG} ,. ••' 1. THE BULDING ENERGY COMPLIANCE DESIGN SHALL MEET THE l R. FIRE RESISTANT THK. THICK 6: MORTAR SHALL BE: „ 1404 ra OF 7HF UNIFORM BUtLIIfNG CODE PART 2 CHAPTER 2--53 DF THE M FJG T.O.C. TOP OF CONCRETE - ` '"::: -' , 1 PART PDRTLAND CEMENT 1.3 CROSS BRIDGING SHALL BE PROVIDED AT 8 - Q .0 C. MAX. (� REQUIREMENTS OF TITLE 24 FRM G FRA I , RAFTERS MORE THAN 8 tN DEPTH_ _ FOR ALL JOISTS AND � CALIFORNfA ADMINISTRATIVE CODE FT; FOOT ro.S. TOP OF STEEL 1. 4 PARTS SAND A APPROV£17 METAL TYPE BRIDGING , N FIG. FOOTING TYP. TYPICAL we - 1/4 MIN TO 1/2 MAX. PART HYDRATED LIME OR USE 2 X 3 OR Access Notes . 1. LIME PUTTY. 2. THE INSULATION INSTALLER SHALL POST IN A CONSP� URIQUS T:V. TELEVISION �� O�iAWA! ^`�� OR 90RRING OF WALL FRAMING SHALL LOCATION IN THE BUILDING A CERTIFICATE SIGNED B E GA. GUAGE I 4 CUTTfNG. NOTCHING, F R qq T t e- . - 1 1 P OWDE ATTIC ACCESS PER SECTION 3205 OF THE UNI O M � 8 9 R G THAT THE 1NSTALLATIDN GARBAGE U:O:N, UNLESS OTHERWISE H SECTION 2517 G.6, , ,) h' AND BUILDER STATlN GARB. "`"'u" ""` ' 8E ACCOMPLISHED IN ACCORD Wl r { INSTALL£ . .' • 7. G T AL 8E E. NOTED .. C,HECKE0 ROU SH L $UILDJNG COD BUILDING CODE 1:ORM.'� WITH THE REQUIREMENTS OF 77TLE.24 PART 2 GFI GROUND FAULT INTERUPTION OF THE UNIFORM 13UlLD CON �. . R P TLAND CEMENT .. 1.. . . . 1 PART OR CON FORM RM t 3 PARTS SAND "' CHAPTER 2-53 AND THE MAi£RIALS INSTALLED C N G.I. GALVANIZED IRON 15 CUTTING, NOTCHING, OR BORRING OF JDtSZS, BEAMS, OR 2. PROVIDE ACCESS TO UNDER FLOOR CONS7RUCTItIN AREAS NTH .THE REQUIREMENTS OF T17LE 20 CHAPTER 2 • G.L.B. GLUE LAMINATED BEAM V> VOLT „ 1 MIN. TO 2 MAX. • PARTS PEA GRAVEL WITH WATER ACCORD WITH SECT PER SECT7ON 2517(c) OF THE UNIFOR14 BUILDING CODE IN ARTICLE 3. GR. GRADE V£N. VENEER SUFFICIENT TO ALLOW GROUT TO FLOW INTO) ALL GIRDERS SHALL BE ACCOMPLISHED SUE7CHAPTER- 4 A CLE DATE CAVITIES 2517(H) OF THE UNIFORM BUILDING CODE.`. GYP. GYPSUM TERT VERT>GAL -� /p V P. VENT PIPE ,� 16. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. 1�IrGC'rr1IrIC,,.11�GSI.�.�I�I7i'✓G�C�� 3. ALL JNSULA774N MATERIALS SHALL BE' CERTIFIED BY THE 8. PR V! E 2.5 MINIMUM GROUT SPACE AND i 2 MINIMUM MANUFACTURER A5 COMPLYING tMTH THE CALIFORNIA H.S. • HOSE 8/88 !! W. VINYL' WALL COVERING GROUT BETWEEN REINFORCING AND MASONRY UNLESS SPECIFICALLY NOTED OR. DETAILED. QUALITY ;STANDARDS FOR INSULATING MATERIALS . H.C. HOLLOW CORE APPROVED FfRE SMOKE DETECTION SYSTEM IN HDWfJ. HARDWOOD W/ WlTN BCAt»E SHALL CONFORM TO SECTION, 17. BRACING OF ALL WALLS OR PARTITIONS SHALL BE IN 1. PROVIDE AN/ 9. ALL MASONRY CONSTRUCTION H TIE. ACCORD WITH SECTION 1413 OF THE UNFORM BUILDING CODE: 4. ALt IkSlLA7TON MATERIALS SHALL 8E CERTIFIED 8Y THE HDWR. HARDWARE W.C. WALL COVERING •: • 2415(b OF THE UNIFORM 8i1ILDING CODE, LATEST ADOAjT. - AC �0 . ��.., CRpN 2517(G.3) OF THE UNIFORM BUILDING • MANUFACTURER AS COMPLYING WITH THE' CAL/FORNIA NOR. HEADER . W.C. WATER CLOSET EDITION�i E FIRE RESISTIVE CONSTRUCTION IN AREAS REQUIRED QUALITY ;STANDARDS FOR INSULATING MATERIALS: HGR. HANGER WD. WOOD PROWS HOLLOW W.H> • WATER HEATER .i ©B. tV !�. x• 2. T/ON 503 d.4 OF THE' UNIFORM BUJLD{NG CODE, HOL. VK•1. WROUGHT IRON I'� , 1 X 6 DtAGONAc L..T-IN b' •ACING (AT APPROX. BY SEC ( ) 7WEEN CONDI7fONED• AREAS AND N. OR/Z. 'HORIZONTAL 1O ALL DELLS SHALL 8E tAt VERTICAL ALtGNME•NT TO PROVIDE 18. PROVIDE H � 5, DOORS AND WINDOWS 8E W.L.TER LINE , �.: ` � � � ��° * •, 25 -0 IN ALL 5r• D WALLS NOT• A MINIMUM UNOBSTRUCTED CORE' OF 3 X3 . DOWELS FROM 4S DEGREES) EVER Y U A SUCH AS GARAGES 8 i�/ E ET FROM TOP ROYJDE FIRE RESISTIVE CONSTRUCTION UNDER ALL USEABLE THE OUT,'TIDE OF UINGOfNDITJONED ARE I.D.INSIDE DIAMETER W.f? WATER PRODF(IN ; . FOOTINGS SHALL 8E' SET TO ALIGN WITH CORE CONTAINING SHEATHED. BRACE SHALL RUN CONTINUOUSLY F 3. P SPA IN ACCORD WITH SECTION 3305(m) OF THE AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACE'$.. . , 14 REINFORCING. PLATE TO SILL PLATE. STAIR W.R WATER RESISTANT :. UNIFORM 8UIL01NG CODE: SHALL 8E' FULLY WEA7FIER STRIPPED. IN, INCH N INC. 1NCANDESCANT .. ` 11. F ADE AND ALL CELLS 19. ALL UNDER ,FLOOR CONSTRUCTION SHALL CONFORM TO NSTRUCTtON FOR WATER HEATER AND INCL. INCLUDED ALL CELLS BELOW FINISHED ;GR 5ECTlON 2517(C) OF THE UNIFORM BUDDING CODE. 4 FIRE RESISTIVE C0.. 6. MANUFACTURED WINDOWS AND DOORS SHALL 8E CERTIFIED � '�:. e� FURNACE AREAS SHALL BE AS REQUIRED BY LOCAL AND LABELED .IN ACCORD WITH THE APPROPRIATE IN INTERIORA . I12. CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE BUfLD1NG CODES. INFILTRATION SANDARDS • FILLED SOLID WITH GROUT:t , ,_.,,....,. . '",' 13. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAtTAA.^F , :, L PRIOP , TO SETTING OF BLOCKS, . , ... _ . . . .. .. _, .: , �� . .. , _ , ..r'E . , .... .._,. "': _ ._ •.......... . . CR REORDER No. 650116, _ . ... t... ; I ti GENERAL 1.0 WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 1.1 THESE 6ENERAL REQUIREMENTS UNLESS OTHERN15E NOTED ON PLANS OR SPECIFICATIONS. 1.2 UNIFORM BUILDING CODE, 2001GBO 1.3 ALL APPLICABLE LOCAL, STATE AND FEDERAL GODE5, ORDINANCES, LAW5, RE6ULATION5 AND PROTECTIVE COVENANTS 6OVERNIN6 THE SITE OF WORK. 1.4 STANDARD SPECIFICATIONS OF A5TM AS NOTED HEREIN ARE REQUIRED BY THE BUILDIN6 CODE OR 20010BG 2.0 IN CASE OF CONFLICT, THE MORE 5TRIN6ENT REQUIREMENT SHALL GOVERN. 3.0 ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND 5UB-CONTRAGTOR5. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE OF DRAWIN65. 4.0 EN6INEER OR ARCHITECT OF RECORD IS TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR SHOULD ANY QUESTION ARI5E PERTAININ6 THE WORKING DRAWIN65 AND/OR SPECIFICATIONS. 5.0 NO DEVIATIONS FROM THE5E REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF "SOS". BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 6.0 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRAGIN6, 5HORIN6, TEMPORARY SUPPORTS, ETC., 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRA6M5, AND FINISH MATERIAL5. THE CONTRACTOR SHALL PROVIDE THE NECE55ARY BRACING TO PROVIDE 5TABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL EN6INEER SHALL NOT IMPLY THE ASSUMPTION OF ANY RE5PON5IBILITY IN THIS RE6ARD. 7.0 SPECIAL INSPECTION PER 5EG. 1701.5 OF THE U.B.G. IS REQUIRED AS FOLLOWS: 7.1 ALL STRUCTURAL WELDIN6, INGLUDIN6 WELDIN6 OF REINFORCIN6 STEEL AND WELDIN6 OF STEEL DECKIN6. 7.2 INSTALLATION AND TI6HTENIN6 OPERATIONS FOR ALL HI6H-5TREN6TH FR I GT I ON BOLT I N6 (A325 F) . 7.3 INSTALLATION AND TI6HTENIN6 OPERATIONS FOR ALL HI6H-5TREN6TH ANCHOR BOLT5. 7.4 DURIN6 THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE, WITH THE EXCEPTION OF FOUNDATION CONCRETE WHEN THE STRUCTURAL DESIGN STRENGTH IS NO 6REATER THAN F`0=2500 P5I. 7.5 DURIN6 THE PLACEMENT OF ALL MASONRY INDICATED ON THE DRAWINGS AS HAVING "SPECIAL INSPECTION". 7.6 DURIN6 DRIVING AND TE5TIN6 OF PILES AND CONSTRUCTION OF CAST-IN-PLAGE DRILLED PILE-5 OR CAISSONS. STRUCTURALWOOD 1.0 MINIMUM QUALITY: 1.1 ALL STRUCTURAL WOOD SHALL BE OF DOU6LA5 FIR LARCH 5PEGIE5, (1a% MAXIMUM MOISTURE CONTENT). 1.2 ALL MACHINE BOLTS SHALL CONFORM TO A5TM A307, UNLESS OTHER- WISE NOTED. 1.3 ALL NAIL5 SHALL BE SINKER NAILS, UNLESS OTHERWISE NOTED. 1.4 CONTINUE PLYWOOD ROOF 5HEATHIN6 UNDER ALL CALIFORNIA FRAMIN6. 2.0 FRAMIN6 2.1 ALL FRAMIN6, BRACIN6, NAILIN6, NOTCHIN6, DRILLING OR BORIN6 5HALL BE IN ACCORDANCE WITH 2O0lGB0 UNLESS MORE 5TRIN6ENT REQUIREMENTS ARE SPECIFIED. 2.2 AN AITG CERTIFICATE OF CONFORMANCE FOR 6LUED--LAMINATED MEMBERS MUST BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION; ALSO, SHOULD HAVE MINIMUM 2400 P5I FLEXURAL STRESS, DF/DF-V4 WITH STANDARD CAMBER (U.N.O.) 2.3 ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH 15 IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATION, 5HALL BE PRE55URE TREATED WOOD, ALL MARKED OR BRANDED BY AN APPROVED A6ENGY. 2.4 ALL FRAMIN6 CONNECTIONS SHALL BE "SIMPSON 5TRON6-TIE" AS SPECIFIED ON THE PLANS. CONNECTORS BY MANUFACTURERS OTHER THAN 5IMP50N MAY BE USED PROVIDED THE CAPACITY MEETS OR EXGEED5 OF THE SPECIFIED 5IMP50N PART AND THERE IS A CURRENT IGBO APPROVAL. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDIN6 A CONVERSION LI5T REFLECTIN6 THE ALLOWABLE LOADS AND THE ICBO NUMBER. 2.5 STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY WALL WITH 1/2" DIAMETER X 6" A307 BOLTS AT TOP, MID -HEIGHT AND BOTTOM. 2.b HOLES IN UNSEASONED LUMBER 5HALL BE 1/32" TO 1/16" LARGER THAN: THE BOLT. A WASHER NOT LE55 THAN A STANDARD GUT NA5HER, OR A METAL PLATE OR STRAP IN LIEU THEREOF, SHALL BE PLACED BETWEEN THE WOOD AND THE BOLT HEAD, AND BETWEEN THE WOOD AND THE NUT. 2.7 FRAMIN6 IN CONTACT WITH MASONRY OR CONCRETE SHOULD BE PRESSURE TREATED LUMBER OF SAME SPECIES. 2.8 STRUCTURAL INFORMATION 5HOWN ON FRAMIN6 PLANS IS FOR THE MAIN STRUCTURAL ELEMENTS. NON-5TRUGTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE REQUIREMENTS. 2.q CONVENTIONAL CONSTRUCTION REQUIREMENTS OF CHAPTER 23 FOR LI6HT FRAMED CONSTRUCTION SHOULD BE FOLLOWED AS REQUIRED. 2.10 WEI6HT OF THE ROOF IS CONSIDERED A5 10 P5F MAX.(TOTAL ROOF DEAD LOAD OF 1q P5F). IF ROOFIN6 MATERIAL EXCEEDS THIS LOAD,THE FRAMIN6 CONTRACTOR SHOULD NOTIFY "595" IN HRITIN6 PRIOR TO CONSTRUCTION. 2.11 PROVIDE 50LID BLOCKING UNDER BEARIN6 PERPENDICULAR WALLS AND DBL JOISTS UNDER BEARIN6 PARALLEL WALLS (U.N.O.). 2.12 TOP PLATES OF ALL WOOD STUD WALL5 TO CONSIST OF (2) 2X'5 THE SAME WIDTH AS THE STUDS UNLESS OTHEIRN15E NOTED. TOP PLATES SHALL LAP A MINIMUM OF 48" AND BE SPLICED WITH NOT LESS THAN 6-16P NAILS SPACED NOT MORE THAN 12" ON CENTER. 2.13 ALL SHEAR PANELS SHALL HAVE CONTINUOUS 5HEATHIN6 MATERIAL FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWIN65. CONTRACTOR SHALL COORDINATE FRAMIN6 SUCH THAT CONTINUITY OF SHEAR PANELS IS ASSURED. 2.14 AT ENDS OF SHEAR PANELS WITH POSTS, 5HEATHIN6 MATERIAL (I.E., DRYWALL OR PLYWOOD) SHALL BE E96E NAILED TO POSTS. 2.15 ALL LEDGERS SHALL BE SPLICED WITH 5IMP50N 5T18 STRAP, (U.N.O.). 2.16 ALL SHEAR TRANSFER NAILIN6 SHALL BE PER DRAWIN65, AND THE CONTRACTOR SHALL PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIEW SAME. 2.17 PROVIDE POSTS AT LOWER FLOOR UNDER P05T OR MULTIPLE STUDS ABOVE. PROVIDE FULL WIDTH AND DEPTH COMPRESSION BLOCK BETWEEN FLOORS AT SUCH LOGATION5. 2.18 AL JOI5T HAN6ER5 SHALL BE 51MP50N U HANGER, ALL BEAM HAN6ER5 SHALL: BE 5IMP50N HU HANGERS U.N.O. ON PLAN OR DETAIL. 2.1q IF A DOUBLE SILL PLATE I5 USED AT LI6HT-WEI6HT CONCRETE FLOOR IN6, THEN THE FRA `N6 CONTRACTOR SHALL APPLY SILL PLATE NAILING TO BOTH 5ILL PLATES. 3.0 TRUSSES 3.1 WOOD TRUSS MANUFACTURER SHALL SUPPLY TO THE EN6INEER AND THE BUILDIN6 DEPARTMENT CALCLUATION5 AND SHOP DRAWIN65 FOR APPROVAL OF DE5I6N L.OAD5, CONFI6URATION (2 OR 3 POINT BEARIN6), AND SHEAR TRANSFER, PRIOR TO FABRICATION. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDIN6 DEPARTMENT APPROVAL OF CALGULATf6 5 AND SHOP DRAWINGS PRIOR TO FABRICATION. 3.2 TRUSSES 5HALL BE DE5I6NED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING GORE FOR ALL LOAD5 IMPOSED, INGLUDIN6 LATERAL.LOA95 AND MECHANICAL EQUIPMENT LOADS. 3.3 ALL CONNECTIONS INVOLVIN6 TRU55E5 SHALL BE I.G.B.O. APPROVED AND OF ADEQUATE 5TREN6TH TO RESIST 5TRE-55E5 DUE TO THE LOADIN65 INVOLVEfl:AND SHALL BE 0E5I6NE9 AND SPECIFIED BY THE TRUSS MANUFACTURER. 3.4 DEAD LOAD AND LIVE LOAD DEFLECTION5 SHALL BE LIMITED TO L./2401 AND 1-/560 , RESPECT I VELY ( U . N . 0 ) . 5.5 CROSS BRIDGING AND/OR BRAGIN6 SHALL BE PROVIDED AND DETAILED BY TRU55 MAN UPAGTURER AS REQUIRED T0. ADEQUATELY BRAGE ALL TRUSSES. 3.6 TRU55 MANUFACTURER TO PROVIDE DETAILS WHICH ALLOW FOR NORMAL DEFLEGTION WITHOUT IMP05IN6 LATERAL LOADS ON THEIR SUPPORTS (I.E., 50 1 55OR TRUSSES) . 3.7 TRU55 MANUFACTURER 15 REPON5IBLE FOR PROVIDING ADDITIONAL. SHEAR AND DRA6 TRUSSES AS SHOWN ON THE FRAMIN6 PLAN. 3.8 TRU55 MANUFACTURER IS RESPONSIBLE FOR REVIEWING FRAMIN6 PLANS AND STRUCTURAL DETAILS PRIOR TO FABRICATION OF TRUSSES AND SPEGIFYIN6 HAN6ER5. 4.0 ROOF AND FLOOR 5HEATHIN6: 4.1 PLACE 5HEATHIN6 PERPENDIGULAR TO J015T5 WITH 'loll FACE DOWN. 4.2 THE 5PAGIN6 IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH THE PANELS ARE APPLIED SHALL NOT EXCEED THE SPAN RATIN6 STAMPED ON THE PANELS. 4.3 ALL PANELS SHALL BE IDENTIFIELD WITH THE APPROPRIATE 6RADE MARK OF THE A.P.A. OR D. F. P. A. 4.4 IT 15 RECOMMENDED, BUT NOT REQUIRED, THAT THE FLOOR_ 5HEATHIN6 BE GLUED TO THE JOI5T5 TO HELP ELIMINATE 5QUEAKIN6. 4.5 ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING A6ENCIE5 APA, PF5/ TEGO OR PITSBURG. 4.6 REFER TO THE FRAMIN6 PLANS FOR FURTHER FLOOR/ ROOF 5HEATHIN6 INFORMATION. 5.0 SAWN LUMBER 5.1 ALL 5AWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWIN6 ORGANIZATIONS: (STANDARD 6RADIN6 RULES #16) - W . W . P . A. ( STANDARD GRAD I N6 RULES ) - N.L.6.A. (STANDARD 6RADIN6 RULES FOR CANADIAN LUMBER, U.S. EDITION) 5.2 ALL SAW LUMBER SHALL BE 9OU6LA5 FIR -LARCH. 5.3 ALL 5AWN LUMBER SHALL BE DRY AND WELL 5EA50NED, AND THE MOISTURE CONTENT IN USE ( AT THE TIME THE STRUCTURE IS WRAPPED) 5HALL NOT EXCEED iq PERCENT, RE6ARDLE55 OF THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE. 5.4 SAWN LUMBER SHALL HAVE THE FOLLONIN6 MINIMUM 6RADE5 (U.N.0.): - ALL 4X12 t SMALLER FRAMIN6 MEMBERS................................#2 - ALL 4X14, 4X16, 6X 4 8X FRAMING MEMBERS ............................#1 - 4X4 POSTS ....................................................STANDARD - ALL OTHER POSTS AND TIMBERS ............................. ,.......... #1 - ALL 2X JOISTS AND RAFTERS .........................#2 - ALL 2X 4 3X STUDS (UNBRAGED LENGTH UP TO 10') .......... OR STANDARD - ALL 2X 4 3X STUDS (UNBRAGED LENGTH EXGEEDIN6 10') .................#2 - ALL 2X TOP PLATES .......................................,.,...STANDARD - ALL 2X AND 3X SILLS .....................................,:...:STANDARD - MANUF. TRU55 COMPONENTS ...............6RADE PER MANUF. (D.F.-LARGH ONLY) 5.5 ALL SILL PLATES RESTING ON CONCRETE OR MASONRY TO BE PRESSURE TREATED DOUGLAS FIR. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO A.5.T.M. A--361 U.N.O. 2. STEEL PIPE SHALL CONFORM TO A.5.T.M. A-53, 6RADE B. 3. STEEL TUB IN6 SHALL CONFORM TO A.S. T.M. A-501 OR A--500, 6RADE B. 4. STEEL PLATES SHALL CONFORM TO A.5.T.M. A-282, 6RADE A. 5. MACHINE BOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.5.T.M. A-307, U.N.O. ON PLANS. b. LI6HT 6A. GOLD FORMED-;5TEEL MEMBEIR5 SHALL CONFORM TO A.S.T.M. A-441. 7. HI-TEN5ILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS, SHALL BE OF FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR 6ALVANIZIN6 BETWEEN THE CONTACT SURFACES. HI -TENSILE BOLT5 SHALL CONFORM TO A.5.T.M. A-325, U.N.O. 6. WELDIN6 OF STRUCTURAL STEEL SHALL CONFORM TO A.W.5. 01.1 U5IN6 APPROVED E70XX ELECTRODES. q. ALL HELP IN6 SHALL BE PERFORMED BY A CERTIFIED WELDER USINry TH15 EL.E"CTRI6 SHIELDED ARC PROGE55 AT LICENSED SHOPS, OR OTHERWISE APPROVEI:°BY THE L.00ALL. BUILDIN6 DEPARTMENT. 10. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDIN6 i1. ALL STEEL EXPOSED TO WEATHER 5HALL BE HOT -DIP 6ALVANIZED AFTER"FABRIGATION, OR OTHER APPROVED HEATHEN PIIROOFIN6 METHODS MAY BE USED. 12. WHERE FINISH 15 ATTACHED TO STEEL, PROVIDE 1/2" DIA. BOLT HOLES @ 36" O.G., U.N.O., FOR ATTACHMENT Of NAILER5. SEE ARCHITECTURAL DRAWINGS FOR FINI5HE5. (ALTERNATE--1/2" DIA. X 3" NEL50N STUDS 0 36" 0.0.). 13. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATIONS FOR THE DES I6N, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN6" BY A.I.S.C. 14. ALL 6ROUT UNDER STEEL BEARIN6 PLATES SHALL BE SOLID DRY PACK OR NON -SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER. i5. STEEL IS TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR. 1h. SHOP DRAWIN65 SHALL BE 5UBMI77ED TO THE STRUCTURAL ENO INEER-FOR REV IEPq AND COMMENT PRIOR TO FABRICATION. 1.0 6ENERAL: 1.1 ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO CHAP.Iq, CBC 1.2 ALL REINFORCING, DOKEL5, HOLDOWNS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND APPROVED BY THE LOCAL BUILDIN6 OFFICIAL PRIOR TO POURIN6 GONG. 2.0 MATERIALS: 2.1 CEMENT 5HALL CONFORM TO U.B.G. lcIO3.2 OF 2001CBG AND SHALT_ CORRESPOND TO THAT ON WHICH THE SELECTI.ON OF CONCRETE PROPERTIES WERE BASED. 2.2 CONCRETE A66RE6ATES SHALL CONFORM TO 20016BG 1g03.3.3 2.3 USE TYPE V CEMENT FOR CONCRETE IN CONTACT WITH SOIL CONTAININ6 SULFATE. (MIN. F'C =4500 PSI, 28 DAYS), PROVIDE SPECIAL INSPECTION WHERE F'C 6REATER THAN 2500.00 P5I. 2.4 REINFORGIN6 STEEL SHALL CONFORM TO A5TM A615. 6RADE 40 FOR SIZES #3 AND #4 AND 6RADE b0 FOR SIZES #5 AND LAR6ER 3.0 STRENGTH: 3.1 CONCRETE SHALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE STRENGTH, F'C, EQUAL TO 2500 PSI (28 DAYS), UNLESS NOTED OTHERWISE. 4.0 REINFORCING STEEL: 4.1 ALL REINFORCING STEEL SHALL CONFORM TO A.5.T.M. A--615-40 FOR #5 BARS AND SMALLER. 4.2 ALL REINFORCIN6 STEEL SHALL CONFORM TO A.5.T.M. A-615-60 FOR #6 BARS AND LAR6ER 4.3 ALL MELDED WIRE FABR16 TO CONFORM TO A.S.T.M. A-185. LAP TO 1-1/2 SPACES, 12" MINIMUM. (YIELD 5TREN6TH = 60 K5I) 4.4 REINFORCIN6 DETAILIN6, BEND IN6, AND PLAGIN6 SHALL CONFORM TO A.G.I. 315. 4.5 HELD IN6 OF REINFORCIN6 STEEL SHALL CONFROM TO THE CURRENT A.W.5. STANDARDS USIN6 PROPER LOW HYDR06EN WELDIN6 RODS. 4.6 THE FOLLOWING MINIMUM CLEAR 915TANCE-5 BETWEEN REINFORGIN6 STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE ON PLANS. - SLABS ON 6RADE ...............................CENTER OF SLAB - CONCRETE BELOW 6RADE, FORMED ......2" - CONCRETE BELOW 6RADE, UNFORMED (POURED A6IN5T EARTH) ....3" - CONCRETE EXPOSED TO WEATHER ..........................1/2" - WALLS....................................................1" - COLUMNS AND BEAMS TO MAIN BARS ......................2" 4.7 ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL 5PLIGE5, U.N.O. 4.8 5PLIGE5 of HORIZONTAL REBAR IN WALLS AND FOOT IN65 SHALL BE 5TA66EREP 4'-0" MINIMUM. 4.q ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES, U.N.O. 44.10 PROVIDE DOWELS IN FOOT IN65 AND/OR 6RADF BEAMS THE SAME SIZE AND NUMBER AS VERTICAL. WALL OR COLUMN REINFORCING. DOWEL5 5HALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE, U.N.O. 4.11 #5 OR LAR6ER BARS SHALL BE RE -BENT WITHOUT APPROVAL OF THE EN6INEER. ALL BAR BENDS SHALL BE MADE GOLD. 4.12 ALL REINFORCING STEEL ANCHOR BOLTS, DOWEL5, $ IN5ERT5 5HALL BE WELL SECURED IN POSITION PRIOR TO INSPECTION AND PLAGIN6 OF CONCRETE OR 6ROUTIN6 MASONRY. 4.12 VERTICAL BARS IN WALL 5HALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, U.N.O., AND TIED INTO P05ITION AT THE TOP AND BOTTOM AND AT INTERVAL5 NOT EXGEEDIN6 112 BAR DIAMETERS. 1.0 6ENERAL: I.I CONCRETE MA50NRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH 2001CB0 CHAPTER 21. 2.0 MATERIALS: 2.1 ALL MATERIALS MAKIN6 UP FINISHED CONCRETE MASONRY CONSTRUCTION SHALL CONFIRM TO STANDARDS REQUIRED BY 5EG. 2102, 2001G56 2.2 MORTAR SHALL BE TYPE M OR 5 AS APPLICABLE AND 5HALL BE PROPORTIONED PER TABLE 21-A, U.B.G.AND IN CONFORMANCE WITH A5TM 6270, MORTAR FOR UNIT MA50NRTY 2.3 GROUT SHALL HAVE IN6REDIENT5 PROPORTIONED PER TABLE NO. 21-5, 2001050 AND IN ACCORDANCE TO A5TM G476 6ROUT FOR MASONRY AND ATTAIN A MINIMUM COMPRESSION 5TREN6T AT 28 DAYS OF 2000 P5I OR THE REQUIRED COMPRE55IVE 5TREN6TH OF THE CONCRETE MASONRY UNITS WHICH EVER IS 6REATER. 2.4 CONCRETE MASONRY UNITS FOR LOAD BEARIN6 SYSTEMS MAY BE CONCRETE BRICK AS SPECIFIED BY A5TM 055, SPECIFICATIONS FOR GNOGRETE BUILDIN6 BRICK. 2.5 6RADE N CONCRETE BRICKS ARE FOR USE AS VENEER AND FAGIN6 LIMITS IN EXT. WALLS 2.6 6RADE 5 CONCRETE BRICKS ARE FOR 6ENERAL USE WHERE MODERATE 5TREN6TH AND RESISTANCE TO FROST ACTION AND MOISTURE PENETRATION I5 REQUIRED. 3.0 5TREN6TH: 3.1 THE 5PEGIFIED COMPRESSIVE STREN6TH OF MA50NRY, F'M, SHALL BE 1500 PSI, ( U.N.0.). IF HI6HER F'M IS NOTED, IT SHALL BE VERIFIED BY PRISM TESTS AS PER SECTION 2105. 5.2 REINFORCING SHALL HAVE A SPECIFIED YIELD STREN6TH, FY, OF 40,000 P5I, ( U.N,0.). FOUNDATION 1.0 FOUNDATION PLATES: 1.1 FOUNDATION PLATES OR SILLS 5HALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL ."W'ITH NOT LE55 THAN 5/8" NOMINAL DIAMETER STEEL BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 72" APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOGATED WITHI'N.12" OF EACH END OF OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TI6HTENED ON EACH BOLT TO THE PLATE, USE 2 1/211X2 1/2"Xi/4" SQUARE WASHERS. FOUNDATION PLATES AND SILLS 5HALL BE THE KIND OF WOOD SPECIFIED IN SECTION 230`b OF 2001650 1.2 ALL INTERIOR WALLS NON SHEAR MALLS TO HAVE HILTI X-DNI (KI.TH A MINIMUM PENETRATION OF 1-1/4 itINTO SLAB) AT 24 ON CENTER ( U.N.0.), TO BE INSTALLED IN ACCORDANCE KITH IGBO #2388, NOVEMBER lgg5. THE ACTUAL SLAB THICKNE55 SHALL BE MIN. 3 1/2". 2.0 HOLDOWN5: 2.1 CONCRETE CONTRACTOR TO VERIFY LOCATION OF HOLDOWN5 AND ANCHOR BOLTS WITH ROU6H FRAMIN6 TO A55URE PROPER AND ACCURATE INSTALLATION, WITH THE FRAMIN6 CONTRACTOR. 2.2 ALL HD' 5, HDA' 5, PA' S, HPA ` 5, HPAHP22' 5 AND MPA' 5, ARE TO BE INSTALLED ACGORD I N6 TO 5IMP50N STRONG TIE SPECS. AND THE REQMT5. OF IGBO REPORTS # 1211AND #4g35.' 2.5 ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATI'-ON INSPECTION. 2.4 PROVIDE (1) #4 REINFORCIN6 BAR TOP 4 BOTTOM 0 ALL CONTINUa5 FOOT IN6, ( U.N.O.) 2.5 MPA'5 AND HPAH922'5 SHALL BE INSTALLED IN FOOT IN65 HAVIN6 A MIN. 8" WIDTH ( U..N.0.). 5.0 ELECTRICAL 6ROUND: 3.1 PROVIDE ONE EXTRA #4 BAR IN FOUNDATION FOR ELECTRICAL GROUND AND LOCATION BY THE CONTRACTOR. 4.0 SOILS: SOIL BEARIN6 PRESSURE IS ASSUMED TO BE ( 1,000 psf ). 1. A.B. ANCHOR BOLT 51. INT. INTERIOR 2. ADDT'L : ADDITIONAL 52. 1.15T. JOIST 3. ADJ. ADJACENT 53. K.P. KIN6 P05T 4. ABV. ABOVE 54. K,PO5T KIN6 POST 5. ALT. ALTERNATE 55. K.S. KIN6 STUD 6. ARCH. ARCHITECTURAL 56, K.5TUD KIN6 STUD 7. B.G. BOTTOM CHORD 57. L.V.L. LAMINATED VENEER LUMBER 8. BD. BOARD 58. MANUF. MANUFACTURER q. BLD'6 BUILDING 5q. MAX. . MAXIMUM 10. BLK'6 BLOCKIN6 b0. M.B. MACHINE BOLT 1i. BLW. BELOW 61. MIN. MINIMUM 12. BM. BEAM 62, M=L M I RGOL.AM ( TJM) 13. BOTT. BOTTOM 63, MULT. MULTIPLE 14. BR'6 BEARIN6 64, N.T.5. NOT TO 50ALE 15. CANT. CANTILEVER 65. 0/ OVER 16 G.J. GEILIN6 JOIST 66. O,G. ON CENTER 17. C.L. CENTER LINE b7. PERP. PERPENDICULAR 18. GL`6 GEILIN6 b8. P=L PARALLAM (TJM) lq. CL. CLEAR 6g. P.5.L. PARALLEL STRAND LUMBER 20. COL. COLUMN 70. P.T. POST TENSION 21. GONG. CONCRETE 71. PLT. PLATE 22. COW. CONTINUOUS 72 PLYWD. PLYWOOD 23. DBL. DOUBLE 73. RAFT. RAFTER 24. PET. DETAIL -14. REINF. REINFORCEMENT 25. D.F. 901,16LA5 FIR 75. RF. ROOF 26. DIA. DIAMETER 76. REG'0 REQUIRED 27. DIM. DIMENSION 77. R/5 ROU6H 5AWN 28. D.J. DECK JOIST 78. 5EL. SELECTED 2q. DP. DEEP 7g. 5HT'6 5HEATHIN6 30. EA. EACH 50. SIM. SIMILAR 31. FLEV. ELEVATION 81. 5IMP. SIMPSON 32. E.N. E96F NAILIN6 82. 5LP'6 SLOP IN6 33. EQ. EQUAL 83. SPECS. 5PECIFIGATION5 34. E/5 EACH 5IDE 84. 50. SQUARE 35. E/W EACH WAY 85. 5TA66. 5TA66ERED 36. EXT. EXTERIOR 86. 5TD. STANDARD 37. FDN. FOUNDATION 87. STL. STEEL 38. F. HT. FULL HEIGHT 88. 5TRUCT. STRUCTURE 3a, F.J. FLOOR JOIST Sg. Td5 TOP BOTTOM 40. FL. BM. FLUSH BEAM q0. T.G. TOP OF CURB 41. FLR. . FLOOR ql. T 4 6 TOUN6E 4 6ROOVE 42. FRM'6 FRAMING c12. THK. THICK 43. FT16 FOOTIN6 g3. TRIM. TRIMMER '44. �6A. 6AU6E q4. T.5.L. TOP OF SLAB LEVEL 45. 6.E.T. 6ABLE END TRU55 q5. TYP. TYPICAL 46. 6.L.B. 6LU-LAM BEAM qb. U.N.O. UNLESS NOTED OTHERWISE 41. 6.T. GIRDER TRU55 g7. VERT. . VERTICAL 48. HDR. HEADER q8. W/ WITH 4q. HN6R. HAN6ER gq. W/O WITHOUT 50. HORIZ. HORIZONTAL ITEM5 TO BE FASTENED FASTENER TYPE ROOF SHEATH IN6 SD COMMON FLOOR 5HEATHIN6 109 COMMON ( DEFORMED SHANK) OR, #5 X 2" COARSE THREADED, YELLON ZINC, FLAT HEAD, WOOD SCREWS 3/8" SHEAR WALL 5HEATHIN6 8D COMMON OR 6ALVANIZED BOX 1/2" SHEAR WALL 5HEATHIN6 109 COMMON OR 6ALVANIZED BOX 1/2" 6YP. BOARD 59 COOLER OR WALL BOARD. 5/8►' 6YP. BOARD. bp COOLOER OR WALL BOARD STUCCO NO. 16 6AUA6E STAPLES (7/8" LE65)"-, OR NO . " 11 6AU6E ( 1-1 /2 ,' LON6, 7/„16 " HEAD) HORIZONTAL STRAPS 109 COMMONS OR.169SINKER 2ND FLOOR HOLDOWN STRAPS (VERTICAL) SD COMMONS (AT 05-16 STRAPS) 101? COMMON OR 16D 5 I NKER ( .ALL . OTHER5) FOUNDATION HOLDOWN STRAP ( VERTICAL) 169 COMMONS HAN6ER5 AS DIRECTED BY MANUFACTURER SOLE PLATES 169 SINKER OR 12P COMMON UBC TABLE 25-I-0 AS INDICATED ON TABLE i FOOTNOTE�l BOLTED CONNECTIONS A307 BOLTS W/ STANDARD GUT WASHERS MUD SILLS "HILTI": 0.145" X 1.125" PENETRATION INTO CONCRETE, OR "ITW RAM5ET": 0.140" X 1" PENETRATION INTO CONCRETE SEISMIC/WIND CLIPS AS DIRECTED BY MANUFACTURER ITEMS NOT LISTED AS DIRECTED BY CODE AND/OR MANUF. 2001 C. B. C/ SHEAR WALL SCHEDULE / (TABLE 23 - 11 - I - 1) MARK ALLOWABLE LE SHEATHING AND NAILING ANCHOR BOLTS SILL PL. AILING AT UPPER STORIES REMARKS 3/8" STRUCTURAL RATED (BLOCK ALL 260 #/FT EDGES) W/ 8d COMMON NAILS 0 6" 5/8" A.B. CAD 48" O.C. 16d 0 6" O.C. 6d SINKERS P 7 E.N., 0 12" F.N. 3/8" STRUCTURAL RATED (BLOCK ALL 350 #/FT EDGES) W/ 8d COMMON NAILS CAD 4" 5/8" A.B. 0 32" O.C. 16d 0 4" O.C. 16d SINKERS Ply E.N., 0 12" F.N. 3/8" STRUCTURAL 1 RATED (BLOCK 490 #/FT ALL EDGES) W/ 8d, COMMON NAILS 5/8" A.B. CAD 24" Q.C. 16d 0 3" O.C. 16d SINKERS P3. 3 E.N., 0 12" F.-N. ( ** 15/32" STRUCTURAL 1 RATED (BLOCK 665 #/FT ALL EDGES) W/ 8d COMMON NAILS 5/8" A.B. ® 16" O.C. 16d t� 2 �� O.C. '16d SINKERS P2. 0 2" E.N. 0 12" F.N. (* ) 10d COMMON} 1"5/32" STRUCTURAL 1 RATED (BLOCK 16d CAD 2" O.C. OR 870 #/FT ALL EDGES) W/ (10d COMMON") � NAILS 5/8" A.B. 0 12" O.C. 5/8" 0 7" LAG 6d SINKERS P2 0 2" E.N., CAD 12" F.N. ( ** ) BOLTS 0 12" 7 8 STUCCO OVER PAPER- - BACKED 180 #/FT :LATH WITH 16 GAUGE STAPLES LSD 6..1" �: TOP/ BOT./ PLATES,. CAD EDGES/ FIELD s� 5/8 A:B: 0 48 O.C. 1.6d 0 12 O.C. " 6d SINKERS S -BAR W.A:LL,SCHED LE NOTES USE 10d COMMON NAILS IN LIEU OF Sd COMMON NAILS FOR, THIS- TYPE OF SHEAR PANEL/SHEAR VALUE. ** PROVIDE 3X SILL PLATE HlT4 NAILS 5TA66ERED FOR SHEAR PANEL TYPES P2, P2*, AND P3 WHEN IN CONTACT WITH CONCRETE. WHERE 5HEATHIN6 IS APPLIED ON BOTH FACES OF WALL. 4 NAIL 5PAGIN6 15 LESS THAN 6" O.G., ALL PANELS SHOULD BE OFFSET TO FALL ON DIFERENGT FRAMIN6 MEMBERS OR FRAMIN6 5HALL BE 3X MINIMUM (NOMINAL) 4 NAIL5 ON:EA. 5IDE SHALL BE STAGGERED. ALTERNATE: USE 2X MUD5ILL AND DOUBLE THE NUMBER OF ..ANCHOR BOLTS IN LIEU OF 3X MUD5ILL 4� TYPE P3 SHEAR PANEL. ALSO, PROVIDE 3" NOMINAL OR WIDER FRAMIN6 AT ADJOININ6 PANEL ED6E5 WITH NAIL5 STA66ERED FOR SHEAR PANEL TYPES P21 P2* AND P3. *** SHEAR PANEL TYPE 56 SHALL BE APPLIED IN ACORDANCE WITH I060 REPORT #1318, JULY lgg6, WITH 16 6AU6E 6ALVANIZED WIRE WITH 7/8" LE6 AND 3/4" GROWN (WALL SECTIONS HAVING HEIGHT TO LENGTH RATIOS IN EXCESS OF 1 1/2 TO 1 SHALL BE BLOCKED. STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 . SANTA AN((A, CA 92705 FAX: PHON(949) 435 064 65 REVISIONS: pta �7 , 5 Exp. r OF C A , 8. cn p � p w o a m�o� I o Qp �h �' z 0:: cn w o c wzr�p Ica a.oQZ 3? oo�CD 0. U zo �nwo=)z V)o0 z v=mow op a. � p "'_cwn o� >_ © o V) V) \ �7 O CV \ 00 c� a) O r Q a � w 3 a z o CL SHEET NO. SGN-1 STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 PHONE: 949) 435-1065 FAX: (94 ) 435-1064 c!3; FOUPROUDATION 50ALE : 1 /4" = 1 ' —0 rl ROOF FRAMING PLAA SCALE 1/4" o 1 (N) 2x 1 O ROOF JOISTS ® 24 " 0.0. ( SLOPE FOR DRAINAGE) ROOF JOI5T5/ MEMBERS PER SCHEDULE SHEAR WALL PER SHEAR WALL 50HEDULE �( POST/ TRIMMER OR STUD AS SHOWN X DETAIL NUMBER 5DX DETAIL SHEET NUMBER O BEAM NUMBER, PER STRUCTURAL CALCULATIONS FRAMING NOTES' S &WINb: 15/52" A.P,A. RATED 5HEATHIN6, KITH PANEL INDEX OF 24/0, EXPOSURE 1 OR EXTERIOR AND WITH 8d COMMON NAILS AT 6" O.G. AT EDGES AND BOUNDARIES, AND AT 12" O.G. AT FIELD' AND PANEL EDGES BLOCKED. AMID 9Q0 5HEA31MIC2 NA TES: 1- REFER TO NER 105 FOR INSTALLATION AND CONDITION OE - USE. 2- ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY AT LEAST ONE OF THE FOLLOWING AGENCIES; PF5/TECO, APA, OR PITSBURG. Wt= ffi= A- UP TO 4X12 Br- AND HEADERS: DFL #2 B- 4X14 AND UP, 6X AND SX BEAMS/ HEAVERS: P C- 2X JOISTS/ RAFTERS: DFL #2 D- 2X STUDS: STUD GRADE OR BETTER. E- TOP/ BOT. PLATES, STUD GRADE OR BETTER, (MUD SILLS TO BE P.T.) 8&LMING: A-- WALL CONSTRUCTION PER U.B.G. TABLE 23-IV-B B- NON -BEARING WALLS: 2X4 SUTDS ® 16" 0. 0. WITH MAX. HEIGHT OF 14'-0" 2X6 5TUD5 0 16" O.G. WITH MAX. HEIGHT OF 20'-0" E NO MULTIPLES OF 2X4 STUD WALLS SHOULD BE HIGHER THAN 14'-0". BEARING HALLS OVER 10'-0" HIGH, SHALL BE SUPPORTED BY CALC5. 58 6&L &1Lq=LE REFER TO SHEET: 56N-1 FOR SHEAR WALL SCHEDULE AND NOTES. t FOOTING LINE (NEW) i FOOTING LINE (EX 15T I NG) X DETAIL NUMBER 5DX DETAIL SHEET NUMBER p PAD NUMBER X DEPTH OF PAD X ANCHOR BOLT SPACING iiii,iiiiiL3 iii iiiiii, 121 &NJ "' M (32 5/5" DIAMETER X 12" A.B's a 32" O.G. (MIN.) CONCRETE PAD SCHEDULE. i 2'-0" 5QURAE PAD x 12" DEEP W/ (2) #4 BARS a BOTTOM EACH WAY �BLNWIJ LN 0 1 j Lu I 1. ACTUAL SLAB THICKNE55 5HOULD BE 4" (MIN.). 2. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION OR FOOTING INSPECTION. 3. VERIFY HOLDOWNS AND ANCHORS BOLTS LOCATIONS WITH ROUGH FRAMING IN ORDER TO INSURE PROPER/ACCURATE INSTALLATION. 4. ALL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 5/8" VIA. X 12" A.B. ' 5 WITH 2"x2"x3 /16" NA5HER5, MIN. -1" EMBEDMENT INTO CONCRETE, AT -12" O.G. UNLESS NOTED OTHERWISE ON PLANS. ANCHOR BOLTS SHOULD BE LOCATED MAX. 12" AWAY FROM THE END OF SILL PLATES. MIN. (2) A.B.'S PER SILL PLATE PER SHEAR PANEL. 5. ALL INTERIOR NON SHEAR WALL5 TO HAVE HILTI X—PNI (WITH A MINIMUM PENETRATION OF 1-1/4" INTO 5LAB) AT 2411 ON CENTER, INSTALLED IN ACCORDANCIRITH 1650 #2588, NOVEMBER 1Qa5. 6. ALL HOLDOHNS AND ANCHORS SHALL BE INSTALLED ACCORDING TO 5IMP50N 5TRON6 TIE SPECIFICATIONS AND REQUIREMENTS OF IGBO REPORT NUMBERS 1211 AND 4448 MIN. CONCRETE WIDTH SHALL BE 8" FOR RECEIVING HPA's. 7. CONCRETE STRENGTH TO BE MINIMUM 2500 PSI. 8. USE 2"x2"x3/16" PLATE HASHERS FOR ANCHOR BOLTS TO REPLACE MI55ING OR MISPLACED 5/8" DIAMETER ANCHOR BOLTS, USE 5/6" DIAMETER THREADED RODS EMBEDDED MIN. 5" INTO CONCRETE WITH 5IMP50N STRONG TIE SET EPDXY. OR HILTI HIT HY-150 ADHESIVE SYSTEM, SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS. REVISIONS: 00� 0 Z 0 Z aL_ 0 �� yQ p � �o n o O O 00 Z Q N CU o a o w z SHEET NO. S-1.0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R Note: Lowrise residential buiidin 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: _- �c 150(a): Minimum R--30 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-factor in metal frame walls (does not apply to exterior mass walls). X * 150(d): Minimum R--19 raised floor insulation in framed floors. N/A 150(1) : Slab edge insulation - water absorption rate no greater than 0.3 X, 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 I nfiltration/Exfilt ration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fab(cated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; 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 have: 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, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): 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 internal/external 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 applicable requirements of UL181, UL181A, or U1181B . if mastic or tope is used to seal openinggs greater than 1 /4 inch, the combination of mastic and either Joints mesh or tope shall be used. Building cavities shall not be used for conveying conditioned air. and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drowbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dampers. 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 have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(It)1.: 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 an 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 UPON COMPLETION OF CONSTRUCTIONS CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION AT: www, energy, ca, gov/t i t t e24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR, Lola ItOM"I'TT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-1R Project -Title .......... ^PROPOSED -ACOSTA -RESIDENCE '-� �- Date„ 10/14/03-15156:37 Project Title.....,.... PROPOSED ACOSTA RESIDENCE Date. . 10/14/03 15:56:37 Project Address,,.,..., 1515 WEST TENTH STREET **ww**w _____________________ SANTA ANA CALIFORNIA wv6.01 _ _ I I MICROPAS6 v6.01 File-S0306670 Wth-CTZ08S92 Program -FORM CF-1R I Documentation Author,,, Janes W. Smith ������ i � it - ermitw# I i User#-MP0206 User -Terry Engineering Run -PROPOSED ACOSTA RESIDENCE I TerryEngineering _ - _tAA-t*3_______________________________________________________________________________ 180 E Main St Ste 150 Pto Che-� I�Date I Tustin, CA 92680 1 _____ ___ _______ I COMPLIANCE STATEMENT (714) 838-1124 1 Field ^Check/ Date i ____________________ Climate Zone..,.....,.. 08--------------------- This certificate of compliance lists the building features and performance Compliance Method...... MICRDPAS6 v6,01 for 2001 Standards by Enercomp, Inc, specifications needed to comply with Title-24, Parts 1 and 6 of the ---------------- _____ California Code of Regulations, and the administrative regulations to __ I MICRDPAS6 v6.01 File-SO306670 Wth-CTZ08S92 Program -FORM CF-1R I implement then, This certificate has been signed by the individual with I User#-MP0206 User -Terry Engineering Run -PROPOSED ACOSTA RESIDENCE I 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 GENERAL INFORMATION Modeling AssumptionsCOWNER Conditioned Floor Area..... 1095 sf DESIGNER orDOCUMENTATION AUTHOR Building Type .............. Singte Famity Detached Construction Type ______________________ Existing Ptus Addition Nave.,., Name.... James W, Smith Building Front Orientation, Front Facing 180 deg (S) Company, - Company, Terry Engineerin6 Number of Dwetling Units... 1 Address, Address, 180 E Main St Ste 150 Number of Stories....,,.... 1 SANTA ANA CA 92701 Tustin, CA 92780 Floor Construction Type.... Raised Floor Phone... Phone... (714) 838-1124 Glazing Percentage,...,,,,, 11.9 Y of floor area License, _________________________ / Average Glazing U-factor... 1,13 Btu/hr-sf-F / 9 SHGC... Average Glazing 9 .� „ 0.76 Signed., ___________________ _____ Signed„ Average Ceiling Height..... 8 ft ( date) /�► �.�-g► (dad)" BUILDING SHELL INSULATION ENFORCEMENT AGENCY ------------------------- Component Frame Cavity Sheathing Total Assembly Nave..., James H. Terry Type Type R-value R-value R-value U-factor Location/Comments Title... Engineer/Owner ____________ _______ ________ _____-_ _______ ------- ________________________ Agency.. Terry Engineering Roof n/a R-19 R-n/a R-19 0,051 Existing Attic 180 E Main St Ste 150 Roof n/a R-30 R-n/a R-30 0,035 New Attic Cell Tustin, CA 92780 Watt n/a R-0 R-n/a R-0 0,386 Existing Ext W Phone, 4) -1124 Watt n/a R-13 R-n/a R-13 0,088 New Ext Watt Door n/a R-0 R-n/a R-0 0.330 Exterior Door Signed,, F t oor n/a R--O R-n/a R-0 0,097 Existing Floor ( date) SlabEdge n/a R-0 R-n/a F2-0,720 Covered FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- ------ ------ --------------- -------------- ____- , Window Front (S) 16,0 1.280 0,800 Standard Standard None Window Front (S) 30, 0 1, 280 0,800 Standard Standard None Window Right (E) 4. 0 1,280 0,800 Standard Standard None Window Right (E) 4. 0 1,280 0,800 Standard Standard None Window Right (E) 12,0 1.280 MOO Standard Standard None Window Left (W) 16, 0 1.280 0,800 Standard Standard None Window Right (E) 4,0 0,870 0,700 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... PROPOSED ACOSTA RESIDENCE Date. . 10/14/03 15:56:37 I MICROPAS6 v6,01 Fite-S0306670 Wth-CTZ08S92 Program -FORM CF-1R I I User# y-MP0206 User -Terry _Terry Engineering Run -PROPOSED _-_,- PROPOSED ACOSTA RESIDENCE i _--_ FENESTRATION Over - Area U- Interior Exterior hang/ Orientation_________ (sf)- Shading ___M`W__ Shading T�_r'�� Fins ` Window Right < E) 4.0 ^Factor-SHGC- 0,870 0,700 Standard Standard None Window Back (N) 24.0 0,870 0,700 Standard Standard None Window Left (W) 16,0 0.870 0,700 Standard Standard None SLAB SURFACES _ Area Stab Type (sf) Standard Slab 360 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type --�_ -__-- Efficiency_ Airflow _Location- R-value Leakage __DP-^ __-Type 4 Furnace 0,600 AFUE 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 Insulation Tank Type Heater Type Distribution Type System Factor <gal) R-value Storage Gas Standard 1 .60 40 R- n/a REMARKS REVISIONS A A A Z MAN. OC W Z Z W U11) !- =, CO N �^ w '✓ 0 _JC%J 00 co ESS/ H. No. 17014 Exp. 3-31-2 4 gN IWAS W ._. W Z UJ Co F- L SWAN. T "A1 W 0�W6 Q LL Z CO Fan W Wolf INS- � 4< U) W W D 4 dS W LL t� OC 0 �-- v LL f- d' Z v {4 Q u7 Date: 10-14-2003 Scale: AS NOTED Drawn: JWS Checked: JT Plot Date: 10-14-2003 ,lob No: 030667 Sheet: T a, 2 4 E