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'.ti.c: .�C +:eri*d�:. zNfT�`�M1;tlmii\�r;'.N++M s�nY1ANf Yu,aS,:. .M,?V4t�`?S�YS"^...,. vC"iw ..,..: .,..5 .: Wig ... .......: ... i l.; s..r+utr ,.+re, .fi,`� ..n w`a.>!a <��+wx .twu. n�v+,.w:. ,L[d eMre..,.+,p...A ht 4„M,Ptw���M1'r,3+?.s.IW,kY. s t.. f�..•':-., ....... ... tn1+,d ?. ..,n:: ,+,`,K6kawiJAkR .. :w..4or} •ew..+f :i ttNAMb+!ysteA�/w�, �ti4'•:�': "'^bi.:A,RMJI NOT TO SCALE�.-'..% � k :,��:...,.�:..'.'..'... :: :.: :. :. ::, r.. �+..�.. .. ..' N;': f: ' T ' J#. xv:kv3A,>a.1✓.fh: ' r Mriw+i v,:i.Si. .. 1' +vT'�f' hi+ �S�Yinb� fk. 11.: .':J�':'.'~.'>.' r.:.. .' '-'- ftii 9%' .i�:::'.. • :- _..1...............,-..,.,.,._..�.....a.......,,._<>.....x....-wf++.'�r.... .+•x�k' iN+ .. BNwp. .' ?Y.'tk . . -, ...........d.. RESIDENTIAL ENERGY CONSERVATION 1. THE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 -53. 2. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND BUILDER STATING THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SUBCHAPTER 4, ARTICLE 3. 3. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR THE INSULATING MATERIAL, 4. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE OR UNCONDITIONED SPACE SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR/GAS FURNACES SHALL BE FULLY WEATHERSTRIPPED. 5. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS LISTED IN TABLE 2-53V OF THE ENERGY REGULATIONS. 6. ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING SHALL BE PROVIDED WITH BACK DRAFT DAMPERS. 7. CAULK AROUNDALL PLUMBING AND ELECTRICALPENETRATIONS INTO THE BUILDING ENVLOPE. 8. CAULK AND SEAL AROUND ALL WINDOW AND DOOR FRAMES AND BETWEEN WALL SOLE PLATES AND FLOORS AND BETWEEN ETERIOR WALL PANELS, 9. MASONRY AND FACTORY -BUILT FIREPLACES SHALL HAVE THE FOLLOWING: A) TIGHT FITTING CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX. B) A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING DIRECTLY INTO THE FIREBOX WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPERABLE AND TIGHT FITTING DAMPER. C) 11GHT FITTING FLUE DAMPER WITH READILY ACCESSIBLE CONTROL. D) CONTINUOUS BURNIG PILOT LIGHTS ARE PROHIBITED. 10. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE 1995 UMC. ALL JOINTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE. 11. STORAGE TYPE WATER HEATERS AND STORAGE TANKS FQR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION OF R--12 OR GREATER, UNLESS SO INTERNALLY INSULATED. 12. PROVIDE MINIMUM R-3 INSULATION ON WATER HEATER INLET AND OUTLET PIPE FOR FIRST FEET IN UNCONDITIONED SPACE. 13. INSULATE RECIRCULATING HOT WATER PIPING IN UNHEATED SPACES. 14. GAS -FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS. 15, GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL HACE AN EFFICACY OF NOT LESS THAN 25 LUMENS/WATT. (SPECIFY FLOURESCENT LIGHTING). 16. THERMOSTATICALLY CONTROLLED HEATING OR COOLING SYSTEMS (EXCEPT HEAT PUMPS) SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH CAN BE MANUALLY PROGAMMED TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. 17. THE BUILDERS SHALL PROVIDE THE BUILDING OWNER A LIST OF THE HEATING, COOLING WATER HEATING AND LIGHTING SYSTEMS AND FEATURES, COMPONENTS AND MECHANICAL DEVICES, CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. BLDG HT : t4 �3" OCCUPANCY: Rm 3 ", NO. OF STORY ; 1 TYPE OF CONSTRUCTION : V-N SITE INFORMATION LOT SIZE 6600 sow r I a RESIDENCE EXISTING FLOOR 970 EXISTING GARAGE 210 lST FLOOR ADD/TION 71 TOTAL LIVING SPACE � � / 22% LOT COVERAGE DESIGN CRITERIA REPETITIVE MEMBERS - DOUGLAS--FIR LARCH NO.2 BEAMS, 4X OR LESS - DOUGLAS-FIR LARCH NOA 6X & UP -- DOUGLAS-FIR LARCH NO. 1 POST & TIMBERS DOUGLAS-FIR LARCH NO. 1 PLYWOOD: INDEX NUMBER 32/16, STRUCT I - DOUGLAS-FIR LARCH NO. 1 PRODUCT STD. PS-1-95 CONCRETE & MASONRY: FOOTINGS, VERTICAL LOADS ONLY, -- f'c = 2,500PSI SOIL BEARING: SOIL BEARING CAPACITY, goII = 1,OOOPSF UNLESS SUPPORTED BY A SOILS REPORT. (ADJUST goll FOR DEPTH AND SHORT TIME LOADS e.g. SEISMIC OR WIND) GENERAL CONSTRUCTION NOTES 1, ALL CONTRACTORS SHALL CHECK AND VERIFY THAT WORK CONDITIONS AND DIMENSION ARE CORRECT, REPORT ANY DISCREPANCIES TO GENERAL CONTRACTORS, DESIGNER, AND OWNED PRIOR TO COMMENCING OR EXECUTING THE WORK. 2. ALL WORK PERFORMED BY SUB CONTRACTORS SHALL CONFORM TO ALL RELATED GO`r'ERNMENT RELATED GOVERNMENT AND LOCAL CODES, WHETHER OR NOT THIS INFORMATION IN THE IN THE DRAWINGS. 3, ALL UTILITY CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH AND AT THE DIRECTION OF THE APPROPRIATE UTILITY CO, AND BUILDING DEPARTMENT. THIS SHALL INCLUDE THE PERMITS, 4. ALL WORK OF ANY KIND SHALL FOLLOW OSHA GUIDELINES. 5. ALL WORKMANSHIP AND MATERIALS SHALL BE PROVIDED IN ACCORDANCE WITH ALL RELATED CODES AND ALL GOVERNMENT REQURRMENTS. 6. ALL INSTALLATIONS OF EQUIPMENT OR MATERIALS SHALL BE DONE IN ACCORDANCE IMTH ALL AND LAWS, AND SHALL FOLLOW MANUFACTURERS GUIDELINES FOR INSTALLATION, 7. EXISTING LANDSCAPE TO REMAIN, OBTAIN OWNERS PERMISSION PRIOR TO ANY REMO' I _. 8. DIMENSIONS HAVE PRECEDENT OVER SCALE, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE BRACING AND SHORING FOR LOADS CAUSED BY CONSTRUCTION , OR EQUIPMENT. THIS WORK SHALL CONFORM TO OSHA STANDARDS. 10. NO SUBSTITUTIONS OF MATERIALS SHALL BE PERMITTED IF SPECIFIED WITHOUT THE PERMISSION OF THE OWNER. 11. PERMITS SHALL BE SECURED BY THE CONTRACTOR (GENERAL)OR SUBCONTRACTORS. NO WORK IS TO BE PERFORMED WITHOUT THE REQUIRED PERMITS. 12. OWNER OR CONTRACTOR SHALL PROVIDE THE REQUIRED TEMPORARY FACILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRRCAL, TOILET, REFUSE, IN ACCORDANCE WITH ALL LAWS AND AND REGULATIONS. 13. THE STRUCTURAL DRAWINGS REPRESENT INDICATED FINISHED PRODUCT. THEY DO NOT INDICATE METHOD OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF ALL THE CONTRACTORS OF THE PROJECT TO INSURE THAT WORK, MATERIALS, DIMENSIONS AND SPECIFICATIONS AS IS REQUIRED TO TO COMPLETE THE PROJECT IN ACCORDANCE WITH WITH THE UBC, UMC, UEC, AND ALL RELATED CODES AND REGULATIONS AND THE WISHES OF THE OWNER. 14. NO PREVIOUS WORK SHALL BE COVERED EXCEPT AFTER APPROVAL BY THE DEPARTMENT OF BUILDING AND SAFETY. 15. ALL WORK SHALL CONFORM TO THE 2001 CBC CODE , THE 2001 UNIFORM PLUMBING CODE, 2001 UNIFORM MECHANICAL CODE, AND THE 2001 NATIONAL ELECTRICAL CODE. 16. SEPERATE PERMITS ARE REQUIRED FOR ACCESSORY BUILDINGS, POOL, RETAINING WALLS, AND DEMOLITION, SHEAR WALL NOTES 1. STUCCO AND OR STUCCO WITH A VENEER OVER A PLYWOOD SHEAR WALL .SHALL BE WATERPROOFED WITH A MINIMUM OF 2- # 15 FELT UNDERLAYMENTS 2. ONLY COMMON NAILS SHALL BE USED IN SHEAR WALLS. GUN NAILS HAVING CLIPPED HEADS OR SINKER TYPE NAILS ARE NOT ACCEPTABLE IV 1 3. ALL BOLTS SHALL BE DRILLED 1/32 TO 1/16 OVERSIZE MAX. ENGINEER TO VERIFY. 4. PLATE WASHERS ARE TO BE USED AT THE BACK SIDE OF HD POSTS 5. ANCHOR NUTS ARE TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING, ENGINEER TO VERIFY. 6. PROVIDE DEPUTY INSPECTION FOR HOLD DOWN ANCHOR BOLTS IN TENSION. UNLESS THE LOWER DESIGN VALUES ALLOWED BY TABLE 19-E FOR BOLTS IN TENSION ARE SHOWN ON THE PLANS AS THE ALLOWABLE HD LOADS OTHER DESIGNED ANCHOR IS PROVIDED OTHERS 1. MINIMUM UNDER FLOG SPACE ON A RAISED FLOOR SHALL BE 18" , NTH A MINIMUM OF 12" CLEAR BELOW FLOOR GIRDERS AND BEAMS. 2. 6" CLEAR SEPARATION MINIMUM GRADE TO WOOD FRAMING AT ALL POINTS. 3. GALVANIZED SHEET METAL MIN 28 GA ROOF FLASHINGS AND VALLEYS. PER (3203). 4. PROVIDE ATTIC VENTTLLATTON MIN 1 /150TH OF THE AREA VENTILLATED, 5. ALL INTERIOR FINISH MATERIALS SHALL MEET CLASS Ill FLAME SPREAD CLASSIFICATION REQMNTS. 6. CEILING HEIGHT FOR LAUNDRY ROOMS AND BATHROOMS MAY BE A MIN OF 7'O". 7. HABITABLE ROOMS OTHER THAN THE KITCHEN SHALL BE NOT LESS THAN 7' IN DIMENSION. 8. ALL WATER CLOSETS SHALL BE LOW WATER CONSUMPTION 9. SMOKE DETECTORS SHALL BE PLACED IN ALL SLEEPING QUARTERS AND IN HALLS ADJACENT TO SLEEPING QUARTERS. PROVIDE BATTERY BACKUP FOR HARDWIRED DETECTORS. 10. ALL EXISTING NON TEMPERED PATIO DOORS SHALL BE REPLACED WITH TEMPERED GLASS 11. THE PROPOSED WORK WILL NOT INTERFERE WITH ANY ACCESS OR UTILITY EASMENTS ON MY PROPERTY. IN THE EVENT OF INTERFERENCE WITH EASEMENT, SUBSTITUTE EASMENT SATISFACTORY TO THE HOLDER SHALL BE PROVIDED OWNERS OR AGENTS SIGNATURE. ti r A Lr EXISTING FLOOR PLAN SCALE: 1/4 l'— 0 Q Nd w LC SYMBOLS ] = SMOKE DETECTOR LIGHTING S = SWITCH (PERMANENTLY WIRED) = ELEC. OUTLET =GROUND FAULT CIRCUIT INTERRUPTOR =WATERPROOF OUTLET I] =LIGHT AND FAN VENT 1RESCENT = FLOURESCENT LIGHTING BATH 1. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQ. WITHIN 70" ABOVE DRAIN. 2. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT MATERIALS. 3. GLASS ENCLOSURE DOORS AND PANELS MUST BE FULLY TEMPERED, 1 /4" LAMINATED OR AN APPROVED PLASTIC, SWINGING DOOR OUTWARD. 4. NET AREA OF SHOWER RECEPTOR NOT LESS THAN 1024 " OR 30" DIA CIR 510, 511, 5406 5407 UBC STD. T--54 & D.C. 909. 5. BATHS WITHOUT bPENABLE WINDOWS SHALL BE PROVIDED WITH VENT FAN CAPABLE OF MINIMUM 5 AIR CHANGES PER HR. 6. INSIDE FINISHED DIM§NSIONS OF TOILET COMPARTMENT MUST BE 30" MIN. MIN. WIDTH AND 24' CLEAR SPACE IN FRONT OF TOILET. 7. PROVIDE MINIMUM 12" X 12" ACCESS AT TUB TRAP EXCEPT WHERE CONCERNED FIXED CONNECTIONS ARE OF BRASS & WITHOUT SLIP JOINTS. 8. PROVIDE MECHANICAL VENTILATION CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING FIVE A/P CHANGES PER HOUR IN BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS IF REQUIRED OPENABLE WINDOWS ARE NOT PROVIDED 9. IAPMO APPROVAL REQUIRED FOR ONE PC. LAVATORY. 10. PROVIDE A WATER SAVING, LOW FLUSH WATER CLOSET. IN NEW BLDG. PROVIDE WATER CLOSETS THAT USE A MAX OF 1.6 GALS PER FLUSH. SCALE: 1/4 It= 1 0— 0" GARAGES ROOF 1. GARAGES ADJOINING LIVING SPACES SHALL BE 1 HR FIRE RESISTANT CONSTRUCTION. 2. ALL EXPOSED WOOD BEAMS AND POSTS SHALL BE 1 HR FIRE RESISTANT CONSTRUCTION 3. WALLS AND CEILINGS ADJOINING A LIVING SPACE SHALL BE 5/8" TYPE X GYPSUM BOARD TAPED FINISHED. 4. DOORS FROM THE GARAGE TO ANY PART OF THE RESIDENCE OR ANY HABITABLE SPACE SHALL BE 1 3/8" THICK SOLID CORE SELF CLOSING FULLY WEATHERSTRIPPED 20 MIN FIRE RATED ASSEMBLIES. A. COMPOSITION SHINGLES SHALL HAVE A 15LB, FELT UNDERLAYMENT WITH A MIN. PITCH OF 4" TO .12". B. GALVANIZED SHEET METAL (26" GA. MIN.) ROOF VALLEY FLASHING IS REQUIRED. C. MAXIMUM PITCH IS 3'o IN 12" FOR MINERAL AGGREGATE SURFACING. SPECIFY 250 LBS OF CRUSHED SLAG OR 30 LBD OF GRAVEL OR CRUSHED ROCK PER 100 SQ.FT,OF ROOF, D. MINIMUM PITCH IS 1/4"X 12" FOR BUILT-UP ROOFS WITH CAP SHEET. E. MINIMUM PITCH FOR WOOD SHINGLES/SHAKES IS . 4" IN 12" UNLESS PROVIDED WITH AN UNDERLAY OF 15/30 L.B. FELT APPLIED AS REQUIRED FOR A BASE SHEET, 1 •' EVISIONS .BATE V. 17 0 ram-• � N act 04 c Lui� Q i cc r r MIly1� � i i w w U � Lo ALFEREZ & FREDERICK ASSOCIATES DO ASSERT THEIR RIGHT TO KEEP AND MAINTAIN ALL COPYRICHTS, AND PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTA— TIONS, IDEAS, DETAILS, NOTES do SPECIFICATIONS ITHER COPIES OR ORIGINALS THEREOF THAT MAY BE NCORPORATED INTO THIS DESIGN, ALFEREZ AND REDERICK ASSOCIATES DOES NOT GIVE PERMISSION OR ANY COPIES OF SAID COPYRIGHTED MATERIALS, RAWINGS. REPRESENTATIONS. IDEAS, DETAILS. NOTES, AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ALFEREZ AND FREDERICK ASSOCIATES. a i , iL [ 'Y".d✓ nk Fg �$ �" . �j �Qp� �Q§{RzE/�Ey.�. �/) $ fr uj LOT BLOC TRACT MAP w III z Z 0 t— �aC U gat p � w 2 IR X 1m "� W t rC 020 o co ZL0 �C r 0 OC le 2 a C A A PROJECT NUMBER 23085 DESIGN BY: LEN F. ENGINEERED BY: ZOE A SCALE: 1/4 it _ i 101I DATE: SEPTEMBER 30 12003 SHEET A=3 SHEAR WALL SCHEDULE UBC 1997 X 025) Wall Description of Shear Panel Top Mote Bottom Sill Shear Anchors Shear Anchors No. Common nails only) Shear Value _a/ onnection (A35)_c/ fir connect. 16d NAILS or (N)Footings (5/8"A.B.)_c/ (E)Footings (5/8"dia.)_c/ _d/ Common Thick, in. T Type Nail Size 5 acin in Spacing, . AGS _c cc Emb. Len.= 7" Emb Len.=3 " S 7/8" Stucco 16ga 6 90 _e/ 4'-0190c 12" oc 4'—O" oc 4'-0" oc 1 3 8" Structural I 8d 6 173 16"oc NAILS @6" oc 4'-0" oc 4'-0" oc 2 3 8" Structural I 8d 4 200 16"oc NAILS 04" oc 4'-0" oc 4'-0" oc 3 15/32" Structural I 8d 6 210 16"oc NAILS 04" oc 4'-0" oc 4'-0" oc 4 15/32" Structural I 8d 4 320 _b/ 16"oc LAGS 013"oc 3'-9" oc 3'-9" oc J 15/32" Structural I 8d 3 410 _b/ 8"oc LAGS 010"oc 3'-3" oc 3'-3" oc 6 15/32" Structural I 10d 3 500 _b/ 8"oc LAGS Woc 2'-6" oc 2'-6" oc 715/32" Structural ! 80 2 550 _b/ 16"oc LAGS 07"oc 2'-0" oc 2'-0" oc 8 15/32" Structural ! 10d 2 650 _b/ 8"oc LAGS 06"oc 1'-9" oc 1'-9" oc _a/ UBC 1997 values X 75% _b/ For new walls, 3 x foundation sill plots and stud between adjacent panel edges required. For existing walls, 2 — 2x sill foundation plates and stud using some spacing as edge nailing on plywood. _c/ When shear panel is on both sides spacing shall be half of the above values. _cc/ 3/8" dia x 7" lags screws bolt, pre —drilled lead holes 407-70% of threaded portion. Shank hole some dia. and length as shonk. 3" min. nominal main member required (blocking or rim joist) when lags are used. _d/ 5/8" dia Red Head bolt, edge dirt = 1-3/4" , 3" min embed., (LARK # 2748), (ICBO # 1372) _e/ 7 8 Cememt Plaster (Stucco) Paper —back Metal lath w/ 16 go staples 0 6" oc to all studs, Top & Bottom Plate FOR HOLD—DOWNS AND SHEAR EPDXY ANCHORS TO EXISTING FOOTING CIA —Gel Epoxy (LARR # 25113), (ICBO 4846) SIMPSON SET Epoxy.ADHESIVE (LARR # 25279, (ICBO # 5279) NOTE: BOLT SIZE 5/8" 1 /4"x 2-1/2" x2-1 /2" 3/4" 5/16" x 2-3/4" x 2-3/4" 7/8" 3/8� x 3 x 3" 1 3/8 x 3-1/2" x 3-1/2" AI f erez & Frederick Associates, " FEBRU ARY 2003 2-2X4 TOP-- PLTS. 2X4 STUDS ®16"O. C. (TYP. )_``''� Y" CDX IND.19/32" PLYW D SHT'G 2X R.R.@24"O.C. (TYP.) wow 0 V WW.W V • • ' r.V...w.w.. w w ww - - - - -- - - - - - - _ - - - - - ., •IOR ._SULATION WALLS .: MASTER 4X HEADER._ /' �� • i BEDROOM :. •:. R13 INSULATION---,, Oq. SECTION A -A, SCALE: 1/4"= 1'-0" 2-2X4 TOP PLTS. E VISIONS .DATE M LU IL Lij 1 " U MIN W Q Au W ALFEREZ do FREDERICK ASSOCIATES 00 ASSERT THEIR IGHT 70 KEEP AND MAINTAIN ALL COPYRIGHTS, AND ROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTA— TIONS, IDEAS, DETAILS, NOTES do SPECIFICATIONS ITHER COPIES OR ORIGINALS THEREOF THAT MAY BE CORPORATEO INTO THIS DESIGN. ALFEREZ AND REDERICK ASSOCIATES DOES NOT GIVE PERMISSION OR ANY COPIES OF SAID COPYRIGHTED MATERIALS, RAWINGS. REPRESENTATIONS. IDEAS. DETAILS. NOTES. AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE. COPIED OR ALTERED BY ANY ERSON, BUSINESS, OR CORPORATION WTHOUT THE XPRESSED WRITTEN PERMISSION OF ALFEREZ AND FREDERICK ASSOCIATES. 9 CL w LAJ LOT EP mm BLQC TRACTd ' VA ' P " PAGE L M 0 Z 0 I�NrAr low IIIIIININI W CC N Z Z mi 0 Z 0 W A Q PROJECT NUMBER 23085 DESIGN BY: LEN F, ENGINEERED BY: ZOE A SCALE: 1/4 it 1, 0:, DATE: SEPTEMBER 30 , 2003 HEET r 2 4X4 POST 4X4 POST ABA44 HOLD ANCHOR EMB. STUD DOWN BOLT Le BOLTS 4' GARAGE ABA44 ' LAB HOLD ANCHOR EMB. STUD DOWN BOLT Le BOLTS w-�---, H02A SSTB16 12" 2-5/8" 4X4 i�OST OR PER PLAN 2X STUDS c r.s. 100 " HD2A SSTB16 122--5/8HD6A HD5A SSTB16 12"2-3/4N) 5STB28 24" 2-7/8" N HD PER PLAN A,B.AS PER PLAN. ��—' HD5A SSTB16 12" 2-3/4" HD6A SSTB28 24" 2-7/8" POST PER PLAN NOTE: FOR TWO POUR USE SSTB20 FOR SST816 AND TABLE ABOVE (N) 5/8" DIA AB, 12"MIN SW SHTHG PER & SHEAR WALL SCHEDULE 2X SILL PL \ 10"SQ, PEDESTAL NOTE: FOR TWO POUR USE SSTB20 FOR SSTB16 HD PER PLAN SSTB24 FOR SSTB20 SST634 FOR SSTB28 �°% (N) 2X SILL PL PLAN & SW SCHED. 2X4 STUDS , (� 16 OC SSTB24 FOR SSTB20 AB PER ER TABLE " 1 DIAX36 BENT 6 , DEEPEN --3X4 P.T. SILL L SSTB34 FOR SSTB28 "DIAX36" FTG BELOW ANCHORS (N) WALL FTG PLATE „ 4 SLAB •' -�► �--- �--- Ir- --- 1 BENT 6", DEEPEN FTG BELOW ANCHORS O WALL FTG (N) 4" SLAB B 5/8"DIA EPDXY W/66101 OWWM ----*"----- a N0.4 DOWEL T,0 (E) ANCHOR, 6"EMBED. Q a. d SECTION " 4 SLAB 4 ' `�' . •a pp�'ti' � TOP & BOTTOM, 6 EMB. 4"SLAB PER PLAN 5E WALLBO � 25279 poo aD 0 � ,°° o$ •°° o o �° SECTION 'I`" ...b..b M.YMM. �,X* ..b.M.� .....M. " �.. ....,.,. W W \ / \ • • p 0° � O o 4 A 0000 10c co \ - / 2-N0.4 BARS 1-2 NOA BARS E.W. ° °��in00 O 0. 0, o, ° p p ° o,p° oo �9,p S do�• v0 °D� fi / � CU \, \ 2-NO.4 BARS TOP & BOTT. / ♦� 8a ° °.� ® ,�� �p � +moo , Q P p ° p g � \ \\ c0 \\ \\ �/ } \ \ "M solo* Im\/ 5— \ \ \ 2-NO.4 BARS FOR 4 \ 4 \ J / \ o° OO `� �� OoD 4 T1' 1 4 TOP & BOTTOM41 TOP VIEW TOP VI12 EW i \\ .!\ .\\\.\\ 12 " f rC i`''.� \/ \�\�'\ : „ CO N tsG-Z,t ►dN F00T1NG DETAIL INTERIOR FOOTING HOLD DOWN 4 EXTERIOR WALL. HOLD DOWN 3 NEW WALL FTG TO(E)WALL FTG 2 WALL FOOTINGPAD POST PER PLAN f 0.4 DOWEL TO (E) 0 24 OC, 6 EMB, SHEAR WALL SHTG PER (N) 4X4 WD POST OR PER SCHEDULE ----POST BASE SHEAR WALL SCHEDULE I ' "C ♦ xPER 4"SLAB (E) WALL FTG PER PLAN A.B.AS PER PLAN. &SHEAR WALL SCHEDULE *� PLAN A.B. EPDXY (E) 2x SILL PL muffimmmaw"No ® ANCHOR, EMA3.�7" WALL FTG CUT TO POST SIZE -- - 39CIIN x f? 'NIW ♦ Q{) •� 0 ar_;r*—-,c °g� 0 �P 8 00,0 Cp7 E waLL FTc 4 SLAB n° E 4" CONC SLAB ilac0IV 10 �/ // / / / // \` / \/ ` N 2-NO.4 BARS � / 6 / (N) 6" DOWEL EA BAR dIH XV NIW \ \/\ // \/\ .•- A \ „ / „ (� � 1 39(IIN dcIIH H3b'3 O.L. • 8/I i \ \ . \/\/\ e . \ ` (N) REBARS PER SCHED • \ a •. 8 �, . / 1N 'J.-Id 1NI0 /T NO—M.: SPRC AAL 1N5PE,6-t' l0N �40-[Q : SPLG-IAL.. \ ll.elRtt.{1N" pop- upox ' \\ \ \�\ \ .\\ C-bNNG-T1d�-1 New' I Ora 12 PER PLAN CONN•POSTINT NEW SLAB DOWELED TO EXISTING 9 TOWALL_ FOOTING 8WALL RI R E 0 WA F OTINGHIP/RIDGE LL O FOOTING UNDERPINNING DIAPH. A35 (SPACING PER SHRWL. BEAM OR SINGLE/DOUBLE EDGE NAIL SCHEDULE OR 48' MAX.) MIN. 1/2' ROOF PLYWOOD DR STRAP ALL PLATE BREAKS F@ TOP OR SIDE W/ ST OR RAFTER / FLOOR JOISTS ST OR MST @ W/ DIAPH EDGE NAIL CONT, PER PLAN FRAME -OVER RR BN CONT, 2X RFTR OVER WALL MIN. 1/2' ROOF PLYWOOD OR PER DIAPHRAGM SCHED. OVER 2 x ROOF RAFTERS PER DIAPHRAGM SCHED, OVER 2 x ROOF RAFTERS PER PLAN MST PER PLAN (OVER PLYWOOD) BEAM OR SINGLE/DOUBLE RAFTER W/DIAPH. PLYWOOD PLYWOOD PER PLAN A35 <SPACING PER SHEAR WALL SCHEDULE OR 48' MAX.) W/ DIAPHRAGM EDGE NAIL DIAPH. EDGE NAIL ROOF OR FLOOR EDGE NAIL � (ALTERNATE To `-"TOP PL. CONN, PLYWOOD W/ DIAPH. EACH PL IF REWD @ SILL NAIL OR LAG 2 X BLOCKING EDGE NAIL TO SHEARWALL SCHED) PLYWOOD SHEARWALL BLOCKING 2-16d TOE -NAIL FINISH OR PLY CEILING JOISTS PER PLAN L_ EA. SIDE OR A35 1 SIDE LINT, OR EXT) CEILING JOISTS BN CONT. RR. BELOW EDGE NAIL PER PLAN EDGE NAIL CONT 2X (ALTERNATE TO LAP & NAIL OR BOLT ..> FLAT W/2-16d EACH PL IF REQ'D @ RF. RFTR. / CLG. JST. A35 OR A35F PER ST OR MST EA. RR EDGE NAIL (ALTERNATE TO A35 (SPACING PER SHRWL. SHEARWALL SCHED) PER PLAN SHEARWALL SCHED. STRAP PLATE TO PER PLAN 2 X 4 BLOCKING EACH PL IF REQ'D @ SCHEDULE OR 48' MAX.) TOP PL. CONN. PLYWD. SHEARWALL SINGLE/DOUBLE/4X BLOCKING W/ CS OR PLYWOOD SHEARWALL SCHED) TOP PL. CONN. FINISH OR 2 x OR 3 x FRAMING PLYWOOD PER WALL SCHED. CMST STRAP -SEE SHEARWALL FINISH OR PLY (INT. OR EXT) 2 x OR 3 x FRAMING PER WALL SCHED. (INT. OR EXT, SINGLE/DOUBLE/4X BLOCKING W/CS OR CMST PLAN FOR PL LAP & CONT. STRAP OVER PLYWOOD -SEE PLAN FOR STRAP NAILING STRAP NAILING REQ'D TYPICAL DRAGSTRUT CONNECTIONS 14 CALIFORNIA FRAMING OVER 13 SHEAR TRANSFER SHEAR TRANSFER W/ 2-5/8'MB NAILING DETAIL.. E SEAT CUT EACH BEAM W/ SEAT DIAPH, EDGE NAIL MIN, 1/2 ROOF PLYWD. OR 2X1O RR PER B.N. SwSSCHED 0 Q BEAM OVER POST <OR CONT, BEAM) CUT OVER POST CONT. 2X RFTR PER DIAPH. SCHED. OVER 2 x ROOF RFTRS. PER PLAN CN> 4X CONT. 8 EDGE NAILING OVER WALL 2x4 TOP PLS HEADER/BEAM PER PLAN 2 FIELD NAILING HIP OR 2x4 STUDS 0 16"O.C. N)2-5/8'DIA. MB 4 2 PANEL EDGE TO BLKG Q VALLEY x A EDGE NAIL 235 (SPACING PER SHEAR - �- ,,,� 2xABLKG � '...``. N) POST PER PLAN 0- 4 BOUNDARY NAILING 3 0 x ` (ALTERNATE TO EACH PL IF REQ'D @ WALL SCHED. OR 48' MAX) INTERIOR SUPPORT DETAIL � ' HIP OR VALLEY SHEARWALL SCHED.) TOP PL, CONN. (E)R •� ` ER LAN chi FLR JST OR RAFTER FINISH OR SILL NAIL OR LAG W/E2C5/8 MB coCINT, BLOCKING AS REQUIRED PLYWOOD OR EXT,) A35 (SPACING PER SHEAR W/E2C5P8'MBLAN © WALL TSIG/ST18 2 SIDES- EACH EDGE NAIL '�--..,.,� WALL SCHED. OR 48' MAX) HANGER 2x10 CJ@16"0.C. O N a FLOOR OR ROOF SHEATHING BEAM (E) C IL BEAM PER PLAN p (N) 4X CONT, (N> 4X CONT. v3 POST IN WALL OR UP FROM BEAM BELOW EDGE NAIL � CEILING JOISTS PER HEADER/BEAM FADER/BEAM PER PLAN PER PLAN 00 M NOTE: (ALTERNATE EACH PL IF RER EQ'D PLAN C// OA`'LI TO WALL) (N)2-5/8"' DIA MB (N)2-5/8'DIA, MB 04 (N)ROOF SHEATHING - 1/2'PW CDX,IND 32/16 W/8D SHEARWALL SCHED.) TOP PL. CONN. (- 0 4,6,12 OC 2 x OR 3 x FRAM'G. N) POST PER PLAN N) POST PER PLAN Q(N) FLOOR SHEATHING - 3/4"PW T&C, CDX, IND 32/16 FINISH DR PER WALL SCHED. .- W/ 10D 0 4,6,12 OC PLYWOOD (INT. OR EXT.) END SUPPORT DETAIL END VIEW ca M NAILING SCHEDULE {I HIP TO BEAM GONN. 19 SHEAR TRANSFER iO H AR TRANSFERDIAPHRAGM S E17 POST CAP DETAIL 1 N Nhwzl - EVISIONS DATE CJ I,-, N o" m c U fir+ u N �I W 4, �i 4 U ALFEREZ dt FREDERICK ASSOCIATES DO ASSERT THEIR RIGHT TO KEEP AND MAINTAIN ALL COPYRIGHTS, AND PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTA- TIONS, IDEAS, DETAILS, NOTES do SPECIFICATIONS EITHER COPIES OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO THIS DESIGN, ALF KZ AND FREDERKx ASSOCIATES DOES NOT GIVE PERMISSION FOR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, NOTES, AND 5PECtFICATKfN5 EITHER ORKitNAL OR COPIES THEREOF TO BE MAM. COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ALFEREZ AND FRED�rE+RRICK ASSOCIATES. V BLOCK TRACT MAP PAGE �a S i � •�e h }}sz ,7 b 'z f P33 0?003 M 0.rM. .r mj I w cc CV 0 a 0 IWO PROJECT NUMBER s0495 DESIGN BY: LEN F. ENGINEERED BY: ZOE A ' N TS DATE SEPTEMBER 30 , 2003 SHEET O m QC N a a O M 0 0 M Q� O M O to r N Certificate of Compliance: Residential (Part 1 of 2) _ CF-1 R Star One Residential Project 9/30/03 Project Title Date 1618 W 12th St Santa Aria Project Address Building Permit # Alferez & Frederick Associates, Inc. ��31 Q)_Zl 4-0171 Plan Check / Date Doiiumentatlon Author _ _ Telephone Computer Performance 8 Field Check / Date Compliance Method (Packane or Computer) Climate Zone Enforcement Afaencv Use Only GENERAL INFORMATION Total Conditioned Floor Area: 4_8 a .ft2 Average Ceiling Height: $u Q ft Total Conditioned Slab Area: 4 8.e_.ft2 Building Type: (check one or more) L J Single Family Detached ❑ Addition K Single Family Attached ❑ Existing Building El Multi -Family ❑ Existing Plus Addition Front Orientation: ___. a S t} 9 0 d e_g_ Floor Construction Type: Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments Type, TyRe U-Value (attic, garage, typical, etc.) R-30 Roof (R.30.2x12.16) W ood 0.03.4 Exterior Roof Slab On Grade _ n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-13 Waif M.112x4.16) - W ood 0.088 Exterior Wall Solid Wd Door W ood 0.387 Exterior Door FFNFSTROTlnN Shadinn Davleas Type Orientation Area Fenestration Exterior Overhang Side Fins SF) Q-Factor SHGC Shading Yes / No Yes / No RearWest) __31a 0.60 _ _ 0.65 Roll -down Blind or Slats 0 [20 ❑ 1XI Front (East) _ .�. 40.0 0.64 fl_63 8_ g Screen ❑ [X.-] ❑ 1X:J , Mont_._ (East) _ 12.0 0,60 4 6Q _ _. ,___ __ I��$e n ❑ ❑X_ ❑ .eft (South) 24.0 0.60 0,65 Roll down Blind or Slats ❑[R I ❑ [XI Right (North) 29.0_ 0.0 0.65 RQlj-rlc yetItr�d Qr�lats EA 136 �Fk]❑ ❑ ❑ D 0 ❑ C._.1 D n El El ❑ ❑ Run Initiation Time: 09130103 09:20:38 Run Code: 1064938838 EnergyPro__ 3A ByJEnergySoft _ User Number: 5388 Job Number. �-23085 Page: 3 of 15 ENERGY CALCS Mandatory Measures Checklist: Residential Certificate of Compliance: Residential Part 2 of 2 CF-1 R Star One Residential Project „Project 9/30/03 Title Date HVAC SYSTEMS Note: input Hydrant* or Combined Hydronlo data under Water Heating Systems, except Design Heating Load. Heatin Equipment Minimum gType Distribution anion and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) AFUE/HSPF ducts, attic, etc. R-Value Type Comments Central Fucnara .DUCtS_in At 4 2 Setbak ftss.NYAG Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location I heat pump, evap. cooling) (SEER} (attic, etc.) R Value Type Comments No Cooling_.. a0.0 SEER D.u�ta lrlAtttc 4-2 _Sataack� n LVAC WATER HEATING SYSTEMS Rated 1 Tank Energy Fact. 1 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Stand b Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (070) - R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated Input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 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. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: -'If ( N'fE l-6- Name: Arnold_ivl_�QtuZ Title/Firm: Aiferez & Frederick Assoc. Inc. Title/Firm: Aiferez & Frederick Associates, Inc. Address: 2701 190th St. Ste.202 Address: 2701 190th S_t Suite 202 Redondo Beach, CA 90278 Redondo Beach CA 90278 Telephone: 3( 10) 214-0171 Telephone: 3101214-01YI Lic. # -- o� (signs ure) (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: 3.1 By EnergvSoft User Number. 5388 (Page 1 of 2) MF-1 R 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'hs 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. DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures * 150(a): Minimum R-19 celling insulation. ❑ 150(b): Loose fill insulation manufacturer's labeled R-Value. r-;-I 160(c): Minimum R-13 wail Insulation in wood framed walls or equivalent U-value in metal frame walls (does 1XI* not apply to exterior mass walls). jr1 * 150(d): Minimum R-13 raised floor insulation In framed floors or equivalent. 150(I): Slab edge Insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no ❑` greater than 2.0 perm!lnch. 118: insulation specified or installed meets Insulation quality standards. Indicate type and form. ® 116-17: Fenestration Products, Exterior Doors and Infiltration/Extiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) 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 seated. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. �❑' U 150(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces 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 pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures l,�f7 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or coding loads calculated in accordance with ASHRAE, SMACNA or ACCA, i n J 150(i): Setback thermostat on all applicable heating and/or cooling systems. F�(❑ 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 (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other Indirect hot water tanks have RA2 external Insulation or R-16 combined internal/external Insulation. 4. All buried or exposed piping Insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. Insulated. 6. Piping Insulating between heating source and kndlrect hot water tank. EnergyPro 3.1 By EnergySoft User Number W88 Job Number. 23085 Page: 6 of 15 Job Number. 23085 4 of 15 Certificate of Compliance: Residential Addendum CF-1 R Star One Residential. Protect _ 9/30/03. Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in this checklist. These items require special d with eperformancea roach. The local written justification and documentation, and special verification to be use w t the pp enforcement aaenev determines the adeouacv of the lustiftcation. and may relect a buildinta or deslan that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.58 requires an R-12 External Blanket. HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing or tnese measures on a form GF-6R. { EnergyPro 3.1 By EnergySoft User Number: 5388 Job Number: 23086 Page: 6 of 15 Mandatory,Measures Checklist: Residential (Page 2 of 2 MF-1 R 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 requlrements listed on the Certificate of Compliance. When this cheddist Is Incorporated Into the pem* documents, the features noted shag be considered by all parties as rinimtnn component performance specifications for the mandatory measures whether they are shown elsewhere In the documentsor on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter NiA if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) * 160(m). Duds and Fans 1. AN ducts and plenums Installed, seated and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 63; 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, UL18iA, or UL181 B. If mastic or tape Is used to seal openings greater than 114 Inch, the combination of mastic and either mesh or tape shall be used. Building ng cavities shall not be used for conveying condtloned air. Joints and seams of duct systems and their components shag not be sealed with cloth back ribber adhesive duct tapes unless such tape Is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shag not be used for conveying conditioned air. Building cavities and support piatfonns may contain lots. Ducts Installed In cavities and support platforms shag not be compressed to cause reductions in the cross -sectional area of tine ducts. 3. Joints and seams of duct systems and their components shag not be seated with cloth back fibber adhesive duct tapes unless such a tape Is used in combination with mastic and dkawbands. 4. Exhaust fan systems have back draft or autic dampers. 5. Gravity ventilation systems serving oxndtioned space have siterautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shag be protected from damage, Including that due to sunlight, moisture, equipment maintenance. and wind but not limited to the following: insulation exposed to weather shag be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shag be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 0 114: Pod and Spa Heating Systems mid Equipment 1. Certified with 78°% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is Installed with at least 36" of pipe between filler and heater for tub" solar, cover for outdoor pods or spas. a. At least 3V of pipe between filter and heater for future solar heating. b. Cover for outdoor pods or outdoor spas. 3. Pod system has directional Inlets and a circulation pump time switch. 115: Gas fired central furnaces, pod heaters, spa heaters or household coding appliances have no continuously turning pilot light. (Exception: Non -electrical cooking appliances with pilot < 160 Btu/tr) El 118 (f ): Coot Roof material meet specified criteria Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have tamps with an efficacy 40 Unens/watt or greater far 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. C❑ 15Cxk)2: Rooms with a shower or bathtub must have either at least one lum inalre with lamps with an efficacy of 40 luensAvaft or greater switched at the entrance to the mot► or one of the alternative to this requirement allowed In Section 15ak)2.; and recessed ceiling fixtuires are iC (insulation cover) approved. 3.1 By ErergySoit User Number: 5388 Job Number. 23085 Page: 7 of 15 ff z A r REVISIONS .DATE t� V1 N LLA Q� U ""'W � i�j � • s Faiiii W W FX/Aig +w X � CWi ALFEREZ do FREDERICK ASSOCIATES 00 ASSERT THEIR IGHT TO KEEP AND MAINTAIN ALL COPYRIGHTS, AND ROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTA- TIONS, IDEAS, DETAILS, NOTES do SPECIFICATIONS MER COPIES OR ORIGINALS THEREOF THAT MAY BE NCORPORATED INTO THIS DESIGN. ALFEREZ AND REDERICK ASSOCIATES DOES NOT GIVE PERMISSION OR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS. IDEAS, DETAILS. NOTES. AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY ERSON, BUSINESS, OR CORPORATION WITHOUT THE XPRESSED WRITTEN PERMISSION OF ALFEREZ AND FREDERICK ASSOCIATES. d § a IF W ^qq 16 n LA..► a� LLJ Z LOT SEP31 Omni BLOC TR AGE ■ Z Z 0 r■■�n �■ 11 rrw■■■ (1) 4 � /� 0 rrn LJJ C �CMZZQ 0 0 2 U Ci CO Z0 Q cc W � A A PROJECT NUMBER 23085 DESIGN BY: LE F. ENGINEERED BY: ZOE A SCALE: 1/4 it = j: o» DATE: SEPTEMBER 30, 2003 SHEET =24 GLU-LAM BEAMS GENERAL NOTES AND SPECIFICATIONS 1. ALL GLU--LAM BEAMS ARE OF GRADE DF/DF 24F-V4 UNLESS NOTED OTHERWISE. 17 FIRE BLOCKING REQUIRED IF STUD SPACE EXCEEDS T-0" iN HEIGHT. 1. IT SHALL BE THE CONTRACTOR'S RESPdNSIBILilY TO VERIFY ALL DIMENSION, DETAILS AND JOB SITE CONDITIONS PRIOR TO PROCEEDING WITH THE WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER BEFORE 2, A LICENSED FABRICATOR IS REQUIRED FOR GLU-LAM FRAMING. 18. SOLID BLOCKING OR CROSS BRIDGING REQUIRED FOR FLOOR AND CEILING JOISTS MORE THAN 4" IN DEPTH SPANNING STARTING CONSTRUCTION. MORE THAN 8' AND RAFTERS MORE THAN 6' IN DEPTH SPANNING MORE THAN 10'. 2, ALL MATERIALS AND WORKMANSHIP SHAD CONFORM TO THE REQUIREMENTS OF THE 2001 EDITION OF THE CALIFORNIA FRAMING AND CARPENTRY - LUMBER AND PLYWOOD BUILDING CODE AND ALL LOCAL CODES;IMD ORDINANCES. 19. SOLID BLOCKING REQUIRED TUB ENCLOSURES, SHOWER ENCLOSURES, ACCORDION TYPE PARTITIONS, ETC. PROVIDE 3, IN NO CASE SHALL WORKING DIMENSIONS bE SCALED FROM PLAN OR AILS. FIGURES ON DRAWINGS GOVERN SCALED 1. FRAMING SHALL BE PROPERLY AND ACCURATELY SET TO REQUIRED LEVELS AND LINES ANS RIGIDLY SECURED IN BACKING FOR TOILET ROOM ACCESSORIES AND WARDROOM DOORS. MEASUREMENTS AND LARGER SCALE GOVERN SMALLER SCALED DRAWINGS. PLACE. SPECIAL FRAMING OR CONSTRUCTION NOT EXPLICITLY INDICATED SHALL BE DONE iN THE BEST WORKMANSHIP 4. CONTRACTOR SHALL COORDINATE WITH R&RESENTATIVES OF WATER, ELECTRIC, GAS AND TO PHONE COMPANIES MANNER. FASTENED THE CONNECTION IN THOROUGH MANNER WITH NAILS OF AMPLE SIZE OR SIZES SHOWN IN DRAWINGS. 20. DOUBLE JOISTS REQUIRED AT PARTITIONS UNLESS OTHERWISE NOTED ON PLANS. TO VERIFY AVAILABLE FACILITIES. 5. INSTALL TEMPORARY TOILET FACILITIES ON SiTE, 2. ALL LUMBER TO BE STRESS GRADE AS SHOWN BELOW UNLESS NOTED OTHERWISE ON PLANS: 21. SOLID BLOCKING REQUIRED AT PERPENDICULAR PARTITIONS, GIRDERS AND PLATES. 6. IF DUE TO THE NATURE OF MATERIAL OR METHOD OF CONSTRUCTION DETAILS AS SHOWN ON DRAWINGS OR AS JOIST AND RAFTERS #2 GRADE:, 875 PSI, D.F.-L SPECIFIED CANNOT BE SATISFACTORILY ACHIEVED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ 4 X BEAMS #1 GRADE, 1000 PSi, D.F.-L 22. ALL BOLTS THROUGH WOOD SHALL HAVE DRIVE FIT AND STANDARD WASHERS UNDER ALL HEADS OR NUTS. ENGINEER AND REQUEST ANY ADJUSTMENT HE/SHE CONSIDERS NECESSARY FRO THE PROPER EXECUTION OF THE 4 X BEAMS (WHERE NOTED) SEL. STRUCT., 1800 PSI, D.F.-L WORK. THIS REQUEST SHALL BE MADE BEFORE ANY MATERIAL IS ORDERED OR FABRICATED. ANY UNSATISFACTORY 6 X BEAMS #1 GRADE, 1350 PSI, D.F.-L WORK DEVELOPS DURING THE FABRICATION OR INSTALLATION SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 6 X BEAMS (WHERE NOTED) SEL. STRUC., 1600 PSI, D.F.-L 23. WHEN LAMINATING 3 OR MORE 2" X 2 OR MORE 4" X TOGETHER STITCH BOLT WITH 5/8" DIA. AT 24" O.C. 7. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH THE ADJACENT AND STUDS #2 GRADE, 875 PSI, D.F.-L STAGGERED. COOPERATE WiTH EACH OTHER SO AS TO FACILITATE GENERAL PROCESS OF WORK. EACH TRADE SHALL AFFORD OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR INSTALLATION OF THEIR WORK AND FOR STORAGE OF THEIR MATERIALS, THE CONTRACTOR SHALL COORDINATE THE WORK AT THE SITE, 3, JOIST, RAFTERS AND BEAMS 24. WHEN LAMINATING VERTICALLY 2-2" X MEMBERS TOGETHER, USE 160 NAILS AT 9" O.C. 8. THE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS AND FEES REQUIRED NOT NORMALLY COVERED BY THE BUILDING PERMITS. A. MINIMUM BEARING : 1-1/2" OVER PLATES OR BEAMS OR SET INTO APPROVED (SIMPSON) METAL HANGERS. 25. WHEN FRAMING JOIST TO A BEAM FOR A FLUSH CEILING OR FLOOR, USE TECO "U" GRiP JOIST HANGERS OR B. NOTCHING OF JOISTS : JOISTS MAY BE NOTCHED IN THE TOP PR BOTTOM, SURFACES NOT TO EXCEED 1/6 OF APPROVED EQUAL. 9. EACH SUBCONTRACTORS SHALL VERIFY AND CHECK ALL DIMENSIONS, CONDITIONS, GRADE ELEVATIONS, AND RECIPIENT SURFACES TO DETERMINE THEIR SUITABILITY TO RECEIVE REQUIRED ADDITIONAL CONSTRUCTION AND JOISTS DEPTH AND NOT TO EXCEED 1/3 JOIST SPAN. C. BEAMS FORMED OF SEVERAL JOISTS: "ARCH" 26. ALL BEAM PERPENDICULAR TO BEAM CONNECTIONS TO BE ARCH PURLIN HANGERS TYPE MIX OR EQUAL, FINISHES. REPORT IMMEDIATELY ANY DEFECTS IN ANY RECIPIENT SURFACES OR CONDITIONS TO THE OWNER IN 1) UP TO 10" DEPTH: 16D NAILS AT 12" O.C. STAGGERED. �2} INDICATESACCEPTANC OF CONDITIONS AND SURFACES AS BEING SATISFACTORY. WRITING. COMMENCING WORK E OVER 10" DEPTH: 1/2 BOLTS AT 2' - 0" O.C. STAGGERED. 27. WHEN ROOF JOISTS ARE SHIMMED, BLOCKING SHALL BE CONTINUOUS UP TO THE ROOF SHEATHING, ONLY WHEN SHIM IS 8" OR MORE. 10. ANY SPECIFICATIONS STATED ON PLANS AND/OR ELEVATIONS TAKE PRECEDENCE OVER GENERAL SPECIFICATIONS. 4, NO LENGTH OF SPLIT SHALL EXCEED THE WIDTH OF THE MINOR FACE. 28. BOLTS SHALL HAVE STANDARD CUT WASHERS, UNLESS OTHERWISE NOTED AND UNLESS USED WITH STEEL PLATE OR ANGLES. HOLES FOR BOLTS SHALL NOT THE MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. SEE BOLT NOTE IN STRUCTURAL STEEL SECTION. 5, ALL NAILING SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS. CONCRETE, AND REINFORCING STEEL 29. SUBFLOOR SHEATHING TO BE 5/8" THiCK T&G OR PLYWOOD, STANDARD GRADE EDGES UNBLOCKED: 10D NAILS AT 1. UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS, ALL REINFORCING STEEL SHALL BE INTERMEDIATE 6. NAILING SCHEDULE : 4" O.C., PERIMETER; 6" O.C., EDGES; 10" O.C., FIELD. GRADE DEFORMED BARS, CONFORM TO A.S.T.M. A-615, GRADE 40. ALL BARS EXCEPT #2 BARS SHALL BE DEFORMED PER A.S.T.M. A-185. PLACING OR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NAILS AND BOLTS : NAILING MUST CONFORM TO TABLE 23-0, U.B.C., 1997 30. ROOF SHEATHING TO BE CONTINUOUS OVER TWO OR MORE SPANS AND TO HAVE PANEL IDENTIFICATION INDEX OF 16/32 WITH EDGES BLOCKED OR 16/32 WITH EDGES UNBLOCKED. SHiP LAP STARTER BOARDS ARE TO BE 2. ALL BARS SHALL BE CLEANED OF RUST, GREASE OR OTHER MATERIALS LIKELY OT IMPAIR BOND. TABLE NO.23-11--B-1 NAILING SCHEDULE USED AT ALL EAVES AND OVERHANGS UNLESS NOTED OTHERWISE. 3. ALL BENDS SHALL BE MADE COLD. CONNECTION NAiLING_1/ 31. ALL WORK SHALL BE PERFORMED IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING 1. JOIST TO SILL OR GIRDER, TOENAIL 3- 8D AGENCIES AND SHALL BE INSPECTED BY LOCAL BUILDING DEPARTMENT OFFICIALS AFTER ROOF, ALL FRAMING FIRE 4, SPACING OF BARS SHALL HAVE LAPPING OF 40 BAR DIAMETER OR 24" MIN IN ALL CONTINUOUS REINFORCEMENT 2. BRIDGING TO JOIST, TOENAIL EACH END 2-81) BLOCKING AND BRACING ARE IN PLACES AND ALL PIPES, CHIMNEYS AND VENTS ARE COMPLETED. OF FOOTINGS AND CONCRETE WALLS, AND 52 BAR DIAMETER OR 24" MINIMUM IN MASONRY WALLS, U.N.O. 3. 1"-6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-81) 5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE OR APPLYING 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH ,FIST, FACE NAIL 3-8D 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-160 32, NO EXTERIOR WALL OR BEARING PARTITIONS MAY BE CUT OR NOTCHED TO DEPTH EXCEEDING 25� OF IT'S WIDTH. OR GROUT. " 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16D AT 16 O.C. NON -BEARING INTERIOR PARTITIONS MAY BE NOTCHED A MAXIMUM OF 407OF THE WIDTH OF THE STUD. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALLS 3-16D PER 16 6. MASONRY WALL HORIZONTAL REINFORCEMENT SHALL BE "DUR-OR-WALL" IN EACH SECOND COURSE AS DETAILED 7. TOP PLATE TO STUD, END NAiL 2-161) 8. STUD TO SOLE PLATE 4-8D, TOENAIL OR 2-16D,END NAIL 33. WHEN PLUMBING OR ELECTRICAL REQUIRES NOTCHING QE STUDS, NOTHING TO BE COVERED WITH SIMPSON "N.5." ON PLANS. 9. DOUBLE STUDS, FACE NAIL 16D AT 24 O.C. NAiL STOPPER OR APPROVED EQUAL. 10. DOUBLED TOP LATES FACE NAIL 16D AT 16" O.C. TAP 8--16D 7. REINFORCING SHALL HAVE THE FOLLOWING CLEARANCES: DOUBLE TOP ATES SPLICE 11, BLOCKING BET. JOIST OR RAFTERS TO TOP PLATE,TOENAIL 3;T81� 34. RAFTER TiE SPACED 4'--0" MAXIMUM O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHICH ARE NOT ( A) CONCRETE BELOW GRADE (FORMED) - 2 INCHES. 12. RIM JOIST TO TOP PLATE,TOE NAIL 8D A 13. TOP PLATES, LAPS AND INTERSECTIONS,FACE NAiL 2-16D 14. CONTINUOS HEADERS,TWO PIECES 16D AT 16"0.0 ALONG EACH EDGE SHEET METAL (8) CONCRETE BELOW GRADE (POURED) - 3 INCHES. 15. CEILING JOISTS TO PLATE, TOENAIL 3-8D 16. CONTINUOUS HEADER TO STUD, TOENAIL 4• 8D 8. BAR SPLICES IN CONCRETE SHALL LAP 40 BAR DIAMETERS, AND BE WIRED TOGETHER UNLESS 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16D 1. SUBCONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, EQUIPMENT, SERVICES AND COMPETENT SUPERVISION TO OTHERWISE NOTED. 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16D THE SHEET METAL WORK. 19. RAFTER TO PLATE, TOENAIL 380 9. CONCRETE f'c SHALL BE 2500 PSI (AT 28 DAY STRENGTH), (PORTLAND CEMENT TYPE 1, U.N.O.) OR BETTER 20. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8D 21. 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8D 2. SHEET METAL CONTRACTOR SHALL FABRICATE AND INSTALL, BUT NOT BE LIMITED TO THE FOLLOWING: UNLESS NOTED ON PLANS. 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING. FACE NAIL 3--8D 23, BUILT-UP CORNER STUDS 16D AT 24" O.C. FOUNDATION 24. BUILT-UP GIRDER AND BEAMS 20 D AT 32" O.C. AT TOP AND BOTTOM (A) ALL FLASHING REQUIRED FOR WATERTIGHT JOB; AND STAGGERED 2-20D AT ENDS AND AT B KITCHEN DUCTS; EACH SPLICE. C DUCTS FROM INTERIOR BATHROOM FANS ANS LAUNDRY ROOM FANS; 1. CONTRACTORS SHALL REVIEW FOUNDATION SOILS REPORT AND BE FAMILIAR WITH ITS CONTENTS. COPIES MAY BE 25. 2" PLANKS 2-161) AT EACH BEARING D SCUPPERS FROM BALCONIES; OBTAINED FOR REVIEW AT THE OFFICE OF THE ARCHITECT/OWNER. 26. PLYWOOD AND PARTICLE BOARD : -5/ E COPINGS AND GRAVEL GUARDS; AND SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): F LAUNDRY CHUTE. 2. ALL FOUNDATION EXCAVATIONS SHALL BE CLEAN AND FREE OF RUBBISH AND WATER, AND SHALL BE INSPECTED BY 1/2" AND LESS 6DW3/ 19 j32 - 3/4 80_4 j OR 60_5/ THE LOCAL BUILDING DEPARTMENT OFFICIAL PRIOR TO CONCRETE POURING, 7/8" _ V 8D-3/ 3. FLASHING AT WALL TO DECK INTERSECTION SHALL BE 6" MINIMUM UPON WALL AND 6" MINIMUM ON FLOOR PER DETAILS. 1 1/8" - 1 1/4" 1OD_4/ OR 8D_5/ 3. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED, COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING): 4, SUPPLY AND INSTALL DUCTS FROM INTERIOR KITCHEN RANGE AND LAUNDRY ROOM VENTS/FANS, TUB ACCESS 3/44" AND, LESS 6 8� DOORS AND FRAMES (STRAP HINGED), 2 BAR FLASNlNGS, ROOF TO WALL FLASHING, COPING OR PARAPETS, GRAVEL 4, ALLOWABLE SOIL BEARING PRESSURE I5 EQUAL TO 1800 PSF UNLESS NOTED ON PLANS, / STOPS, 3" X 4 DOWN SPOUTS, SCUPPERS, LEADER HEADS AND GUTTERS, DRYER VENTS, DRAIN PAN IN WASHING 1 1 /8" - 1 1 /4" 1 OD_4/ OR 8D-5/ MACHINE AREA, AND PLASTER BASE SCREEN. 5. DIMENSIONS ON CONCRETE FOUNDATIONS ARE FOR CAST AGAINST EARTH CONDITIONS. 27, PANEL SLIDING (TO FRAMING) BALCONY SCUPPER SHALL BE 2" X 3" LOCATED IN FLOOR OR AS SHOWN ON PLANS AND CONNECTED TO DOWNSPOUT t/$" OR LESS 688 WHERE PRACTICABLE. 6. ALL PIPES, DUCTS, AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE ZONE, 5 6� 28. " FIBERBOARD SHEATHING: 7 KITCHEN VENT SHALL BE 48 SQ.iN. MINIMUM AND CONNECTED TO A DUCT OF 36 SO. IN. MINIMUM TO ROOF OR EXTENDING BELOW THE FOOTING BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE) SHALL BE SLEEVED THROUGH 112 " NO.11 GA. 8/ OUTSIDE WALL. CONCRETE CAST-iN-PLACE AT THE TIME OF THE FOUNDATION POUR. 6D_4/ ALL SHEET METAL SHALL BE 26 GAUGE GALVANIZED IRON, UNLESS OTHERWISE SPECIFICALLY NOTED. 7. ��// &U4 �ATCON(�AA CHONa FROMLENDS XllEll NQTED� d`fNERVNSE�BEQMFE'OU WITH PL WASHER AT SILL, NO. 16 GA.-9/ 25/32" N0.11 GA.-8/ FLASH AT ALL VERTICAL ROOF TO WALL INTERSECTIONS PER DETAILS. X) 102IQFBWAOLL5 SS go_4 j 8. DISTANCE FROM GRADE TO WOOD SHALL BE 6" MINIMUM OR PROTECTED WiTH 3" THICK CONCRETE FLASH WALLS. NO.16 GA._9/ 29. INTERIOR PANELING O/ 9. SCARIFY AND TREAT SILL WITH TERMiNIX OR APPROVED EQUAL TO EXCAVATED FOOTINGS. 3/411 � / 6D_11/ SHEAR WALL NOTES 10. ALL BACK FILL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY, OR GRANULAR MATERIAL OF -1 / COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. 1, STUCCO AND OR STUCCO WITH A VENEER OVER A PLYWOOD SHEAR WALL SHALL BE WATERPROOFED �����NN��MM S.B. 30 OR GREATER AND WHEEL ROLLED. �/ NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 IN. yy� aa 2, ONLY COMMON NAILS SHALL BE USED !N SH�ARMJVAC(� �FN2- # 15 FELT UNDERLAYMENTS AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF PLYWOOD AND PARTICLE NAILS HAVING CLIPPED HEADS OR SINKER TYPE NAILS ARE NOT ACCEPTABLE 11. CONCRETE SLABS SHALL BE REINFORCED AS NOTED ON FOUNDATION PLANS. ALL CONCRETE SHALL CONFORM TO BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2315.3.3 AND 2315.4 NAILS FOR WALL SHEATHING MAY BE COMMON, BOX 4R CASING. 3. ALL BOLTS SHALL BE DRILLED 1/32 TO 1/16 OVERSIZE MAX, ENGINEER TO VERIFY. ASTM C--50 4. PLATE WASHERS ARE TO BE USED AT THE BACK SIDE OF HD POSTS _3/ COMMON OR DEFORMED SHANK. 5. ANCHOR NUTS ARE TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. _4/ COMMON. ENGINEER TO VERIFY. 12. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33. 5/ DEFORMED SHANK. -6/ 6. PROVIDE DEPUTY INSPECTION FOR HOLD DOWN ANCHOR BOLTS iN TENSION. UNLESS CORROSION-- RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SEC- 2304.3. THE LOWER DESIGN VALUES ALLOWED BY TABLE 19-E FOR BOLTS IN TENSION ARE SHOWN 13. ALL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE CAREFULLY PLACED AFTER POURING CONCRETE. _7/ FASTENERS SPACED 3 iN. ON CENTER AT EXTERIOR EDGES & 6 IN. ON CENTER AT INTERMEDIATE SUPPORTS. _8/ CORROSION -RESISTANT ROOFING NAILS WITH 7/16-INCH-DIAMETER HEAL) AND 1 1/2-INCH LENGTH FOR ON THE PLANS AS THE ALLOWABLE HD LOADS OTHER DESIGNED ANCHOR IS PROVIDED 1/2-INCH SHEATHING AND 1 3/4-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TO THE OTHERS 14. BEFORE CONCRETE 15 POURED, VERIFY WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, REQUIREMENTS OF SECTION 2304.3. i, MINIMUM UNDER FLOOR SPACE ON A RAISED FLOOR SHALL BE 18 , WITH A MINIMUM OF 12 " SLEEVES, CURBS, CONDUITS, ETC, _9/ CORROSION -RESISTANT STAPLES WiTH NOMINAL 7/16-INCH CROWN AND 1 1/8-INCH LENGTH FOR 1/2-INCH CLEAR BELOW FLOOR GIRDERS AND BEAMS. SHEATHING AND 1 1/2-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TO THE REQUIREMENTS OF 2. 6" CLEAR SEPARATION MINIMUM GRADE TO WOOD FRAMING AT ALL POINTS. 15, NO CONCRETE SHALL BE PLACED ON UNCOMPACTED FILL MATERIALS. SECTION 2304.3. 10/PANEL SUPPO IS AT 16 IN.(20 iN. iF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHER-- 3. GALVANIZED SHEET METAL MIN 28 GA ROOF FLASHINGS AND VALLEYS. PER (3203). 4. PROVIDE ATTIC VENTILLATION MIN V115OTH OF THE AREA VENTiLLATED. -WISED MARKED . CASING OR FINISH NAILS SPACED 6 IN. ON PANEL EDGES, 12 IN AT INTERMEDIATE SUPORTS. 5. ALL INTERIOR FINISH MATERIALS SLL MEET CLASS III FLAME SPREAD CLA5SIFICATION REQMNTS. " r 1� CONCRETE SLAB ALLIOR E SMOOTH -STEEL TROWELED AT MAIN HOUSE AND GARAGE, AND LIGHT -BROOM _11 / SUP ORT5 PORTS AT 24 iN.CASING OR FINISH NAILS SPACED 6 IN. ON PANEL EDGES, 12 IN. AT INTERMEDIATE U 0 6. CEILING HEIGHT FOR LAUNDRY ROOMS AND BATHROOMS MAY BE A MIN OF 70 . 7. HABITABLE ROOMS OTHER THAN THE KITCHEN SHALL BE NOT LESS THAN 7 IN DIMENSION. FINISH AT AL OTHERSEXTE ► 8. ALL WATER CLOSETS SHALL BE LOW WATER CONSUMPTION 7. " FOUNDATION SILLS AND OTHER LUMBER iN CONTACT WITH CONCRETE OR MASONRY WITHIN 48 OF THE GROUND 9. SMOKE DETECTORS SHALL BE PLACED IN ALL SLEEPING QUARTERS AND IN HALLS ADJACENT TO SLEEPING QUARTERS. PROVIDE BATTERY BACKUP FOR HARDWIRED DETECTORS. SHALL BE PRESSURE TREATED DOUGLAS FIR. ALL OTHER TO BE AIR DRIED WITH MOISTURE CONTENT NOT TO EXCEED AL EXISTING NON TEMPEREDDOORSSHALLBYEREPLACED WITHTEMPERED GLASS NOT INTERFERE FE ACCESS OR UTILITY 10. THEITY EASMENTS ON WORK MY PROPERTY. IN THE EVENT OF INTERFERENCE WITH EASEMENT, SUBSTITUTE EASMENT c 8. MUD SILLS SHALL BE 2" X 4" MINIMUM BUT NOT SMALLER THAN THE STUDS SUPPORTED DIRECTLY THEREON. SATISFACTORY TO THE HOLDER SHALL BE PROVIDED OWNERS OR AGENTS SIGNATURE. g, PROVIDE MINIMUM 26-GAUGE CORROSION RESISTANT METAL FOUNDATION PLATE LINE. M 10. ALL BEARING WALLS SHALL BE 2" X 4" AT 16" O.C. OR AS NOTED ON PLANS. - Yw 11. ALL LET -IN BRACES SHALL BE 1"X 6" MINIMUM EVERY POSSIBLE 25 LINEAL FEET AND AT OR AS NEAR AS POSSIBLE ADIMIYES FOR ANCHORS N a Q, TO CORNERS OF BEARING WALLS AND BEARING PAR111 INS AND WHERE NOTED A5 PLANS THEY SHALL BE PLACED AT AN ANGLE NOT TO EXCEED 60 DEGREES AND MUST CROSS THREE STUD SPACES. AN INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS.) ANY OF THE FOLLOWING ADHESIVES MAY BE USED FOR ADHESIVE ANCHORS. ` 12, TOP PLATE SPLICE SHALL HAVE 4-FOOT OVERLAP WITH 12-60 MIN. NAiL. 1. SIMPSON ADHESIVES: SET iCBO NO. ER 5279 LARK NO. 25279 �... 13. WHERE DOUBLE TOP PLATE IS CUT -BRIDGE WITH i-1/2 X 1/8 METAL STRAP WITH 4-6D NAILS EACH SIDE OF CUT. ICBO NO. 4945 2, REZI-WELD GEL -PASTE - ICBO ER 5000 Z BY W.R. MEADOWS LA LOG. 1824 M a 14, SUBFLOOR VENTILATION IF REQUIRED SHALL BE 2 SO. FT., EACH LINEAR FOOT OF EXTERIOR WALL WITH ONE OPENING WITHIN 3 FEET OF END WALL. SEALTiGHT 3. HIT ADHESIVE = ICBO ER 4419 HILTi, INC. LARR 24564 ;2jZ 00 M 15. 3 FEET OF END -WALL SUBFLOOR SPACES SHALL HAVE 18" X 24" ACCESS INTO EACH BETWEEN DIVISION WALLS. = LARR 25230 4, FOIL -FAST ICNRAWLPLUG CO., INC. iCBO ER " 0 1 6. SHALL B INTERIOR GRADE PLYWOOD WiTH EXTERIOR GLUE PSI-95 STRUCTURAL I OR 11 ALL STRUCTURAL PLYWOOD LL E 04 GRADE PANEL INDEX AS NOTED ON PLAN, C. REVISIONS DATE V Lo N .0 p -04 z a 0' 00 (4 "w uj U N W "� W O �C1 V two ALFEREZ & FREDERICK ASSOCIATES DO ASSERT THEIR RIGHT TO KEEP AND MAINTAIN ALL COPYRIGHTS, AND PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTA- TION$, IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO THIS DESIGN. ALFEREZ AND FREDERiCK ASSOCIATES ODES NOT GIVE PERMISSION FOR ANY COPIES OF SAiD COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS. IDEAS, DETAILS, NOTES, AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ALFEREZ AND FREDERICK ASSOCIATES. LOT BLOCK `CRACT MAP PAG �r �jxryry � fIs x"p. f a E P 3 0 2003 PROJECT NUMBER 23085 DESIGN BY: LEN F. ENGINEERED BY: ZOE A SCALE: N T S SH "T