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HomeMy WebLinkAbout10147532.pdfNOTES SHOWER WALLS TO HAVE WATER RESISTANT HOSE 5i55 WI NON-REMOVA151-E BACK MATERIAL TO -TO" HIGH MiN, FROM TOP OF FLOW PREVENTER DRAAN OVER WATER RESISTANT GREENBOARD I OR EQUAL SHWR ENCLOSURE (IF ANY) TO 44 " MAX CLEAR SILL HEIGHT FROM FIN, FLOOR MIN HAVE TEMP GLASS AND TEMP GLASS SWINGING EGRESS 5.1 SQUARE FT. OPENABLE AREA DOOR OUTWARD ALL SHOWERS SHALL HAVE EITHER A PRESSURE (MIN 22 "WIDE OR 30" HIGH) BALANCE OR A THERMOSTATIC MIXING VALVE EXHAUST FAN 5 TO HAVE AIR CHANGES PER FLUORESCENT LITE IN KITCHEN AND OR HOUR MIN, W1 DAMPERS BATHROOM 40 LUMENS MIN PER WATT C BATTERY OPPERATED SMOKE DETECTORS IN ALL EXISTING BEDROOMS AND IN HALLWAYS LEADING TO BEDROOMS OR SLEEPING AREAS (� AT ALL EXISTING LEVELS �1 110 V SMOKE DETECTORS IN ALL NEW BEDROOMS AND 0 IN NEW HALLWAYS LEADING TO NEW BEDROOMS OR NEW SLEEPING AREAS AT ALL NEW LEVELS WiTH BATTERY BACKUP, SOUND AUDIBLE IN ALL ROOMS 22" X 30 " ATTIC ACCESS MiN, WITH 30" MiN. HEADROOM CLEAR I.T-611 6+-0+i S DG WHITE C} wPrGF1 INYL TEMO GLASS c� 6068 0 14-41 4+-O+' SL DG WHITE WATER CLOSETS TO HAVE 1.6 MAX FLUSH USE LOW FLOW SHOWER HEADS AND FAUCETS ALL LIGHTING SHALL BE PER NEC. AND THE CALIFORNIA ENERGY CODE AND ARE SUBJECT TO FIELD INSPECTION AND APPROVAL BY THE FIELD INSPECTOR (E) �36 a 1 1 1 12'-i" _ (I~) DINING RM 18"-11" (E) KITCHEN (N) er=0ROOM 02 `l 8' GELiNG t (t11 f S. MIN 66g -raHELA'.4 z t J� _ca 34'-10"",+t to 1-3i1 8'-211 STORAGE �11ov ,: 1% C(E� (El (E) BATH (I-) BATH *1 t!) 1U - i D O CLO CE , L7LINENI 11 E) ° '-,1111111 ` \ (E) 16'-11" AL.K-iN -0 ` i � ` ,'dil ( 3 68 ,- zIIOV y� , lu� (N) MASTER 5EDR06M - �. 2'-0" 8' CEILING 2468 i j _ NEW 1:3AT 7 1 10`-9" 61. ' (E) BEDROOM #1 N j 3 Ml Cali ,• i'�i_ a 11 G R. !Ij „ CE1 „ 4020 2630 12" MIN 604O SL DG WHITE VINYL SL G WHITE S TUB ACCESS NEW SL DG VINYL SL 4'-O+, g'_-i" VIN L TEMP G ASS 26`-4" If O'AMBRA INC, EXPRESSLY RESERVES iTS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION CONSENT OF D'AMBRA INC. BY CONTRACTOR QUANITY BY OWNER QUANITY EX1677N6 CONVIWN PRE55 ARAT/ON6 REMARK6 CONCRVE ROOF PERMITS BLA5 STYLE d PITCH GABLE 5/12 PLANS ONE STORY FTG COVERING ARCH 80 ENGINEERING CONC STOOP/STEP FASCIA S/R 2 X 6 PADS/FTGS - 2NO FI BARGE S/R 12" R.EL.00.A7"IONS EXTEND DRIVEWAY SAVE OVERHANG 24" WINDOW WATER MAIN RAFTERS 2 X 4 WATER HEATER STARTER BOARD 1 x 8 ELECT. METER ELECTRiC.4L UNDERGROUND WASHER PANEL SIZE 100 AMP DRYER SPARES 8 HOSE 15i5B SPRINKLERS M16CELLANEOU3 EJC/677NCs 3 EXTERIOR u1ALL6 PLATE HEIGHT a laEMOLlTION GRADE TO FLOOR 6" +/- SLAB 4' X 34' IV X 14' STUCCO EXTERIOR WALLS STUCCO/WOOD PATIO ROOM 20, X a' 15` X 14` �+ INTERIOR WALLS D.W. SAW CUT BRICK PLANTER ROOFING BLOCK WALL COMP SHINGLES ARCH SAVE O.H. ROOF GARAGE WALL FLOOR PLAN SCALE 114" = 1' - O" BATT. S.D. 6050 CE) (E) (E) (E) THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS TYPE V - N CONSTRUCTION ALL WORK SHALL CONFORM TO THE Q o c-f ` � _ PROHIBITED FROM A CONSTRUCTION SITE 1S PROH(BITI=D , NO SOLID C LIA 2001 CALIFORNIA BUILDING CODE LOT TA5ULATION , WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE , CONSTRUCTION THE BULL SHALL PROVIDE THE ORIGINAL OCCUPANT WASTE MATERIALS , OR WASTEWATER GENERATED ON CONSTRUCTION SITES A LIST OF THE HEATING COOLING , WATER HEATING , AND AND 2001 CALIFORNIA PLUMBING CODE, LOT SiZE (APPROX) 635'1.00 S.F. OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED , CONVEYED OR LIGHTING SYSTEMS, AND CONSERVATION OR SOLAR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS 2001 CALIFORNIA MECHANICAL CODE, EXISTING RESIDENCE 1,215,00 S.F, ON HOW TO USE THEM EFFICIENTLY. 2001 CALIFORNIA ELECTRICAL CODE, NOTE: ALL RECEPTACLES OUTLET LOCATIONS SHALL COMPLY AFTER INSTALLATIOG INSULATION , THE INSTALL POST IN A EXISTING GARAGE 460.00 S.F. WITH NEC. ART.210-52(6) CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE AND PER CiTY AND LOCAL CODES SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE TOTAL EXISTING 1,135.00 S.F. ALL BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, ROOF, EAVES , FASCIA AND EXTERIOR WALLS PROTECTED . NEC ART, 210 (b) PART 6, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE OF ADDITION TO MATCH EXISTING IN COLOR, ADDITION TOTAL -139.5 S,F. REQUIREMENTS OF TITLE 20 , CHAPTER 2, THE CERTIFICATE SHALL SIZE, PITCH AND MATERIAL STATE THE MANUFACTURER'S NAME AND MATERIALS 2414,5 THE MANUFACTURED WiNDOWS SHALL HAVE A LABEL ATTACHED IDENTIFICATION, THE INSTALLED R-VALUE, AND WEIGHT TOTAL LOT COVER S.F. CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) PER SQUARE FOOT. AND SHOWING COMPLIANCE WITH T24 BUILDING ADDRESS TO BE LOT COVER 2414.5 ! 6351 = 35.9 g, NOTE : BUILDING COMPLIES WITH THE REQUIREMENTS WITH TITLE 24, PART 6 , V ISABLE FROM STREET PER BATHROOM RECEPTACKLES SHALL BE SERVED BY CITY ORDINANCES DEDICATED 20 AMP , CIRCUITS NEC SECTION 210 - 52 (d) SIGNED 1 52,25' Q( EXISTING FENCE NE STONY ADDITION 1 REAR LOT OPEN 1'-0 AREA 1,20%45 S.r, c+l 6050 _. 4 _ _ _ _ Dygs 1 � i I / I / / ( ALTO tY STUCCO ( ` } toAy I GELLING CURIE AVE Z 4 (E) LIVING R I I I o ai I 1 MAC ARTHUR BLV� } (E) VNE STORY 1214" "r I I} vl RESIDENCE S1 t0 !� 1 chi c:; 1 I tELLA ' A A MAP + + ' F 5/W TYPE, "X" Dw ON ALL ,_________ WALL AT ADDITION BATT, Z OPP. CE) (E) tE) II SEAL DRI n II / II LP II 11 (F-) IBEOROOM 02 Z-� ��►► 1 I O 1i 11 6050 (E) C = T C,.V IV i iC,gC,.. ! C!1'K QUANITY BY OWNER = T Gi14�i 1 T'CHL,i 1 GJi� QUANITY BY OWNER BY OWNER REMARK6 INTERIOR WALL6 RAl ARKS DOOR6 REMARKS WALLS-- i/2 It DRYWALL, FLAT SMOOTH SIZE TYPE C,EtLING 2668 HC 3 {� BATH 1/2 DRYWALL a'CEILING 2468 HC 2 MASTER BEDROOM , 112 " DRYWALL a'CEILING 306s HC i AT ENTRY CLOSET i/2 ' DRYWALL 8' CEILING 3668 81 PASS MIRRORED I FAMILY ROOM 1/2 " DRYWALL 8' CEILING 9068 Bt PASS MIRRORED I 4068 51 PASS MIRRORED I 2 - 2668 SC ENTRY i WITH �4ALF RN1: STARSURST jnrppu/ D.G. SL WHITE NO GRILLS ..0ra SL DG ViNYL I � TEMP GLASS SIZE TYPE 10 ELEC7RIC4L PER PLAN 6040 SL DG 3 DOUBLE PLUGS 20 4020 $L DG 2630 SL DG 2 I OBS, TEMP GLASS SMOKE DETECTORS SWITCH / 3 WAY -1 1 LITE OUTLETS 10 PHONE JACKS 0 T.V. JACKS GFI OUTLET 2 WP/GFI OUTLET i (E) GARAGE "AIR ■iiir-Li��� '�i� • e is 12 H6Ar/NG EXTEND/RELO INWLA770N R-13 EXTERIOR WALLS R-30 IN ATTIC/ROOF x CE) A F — a �,_, �. �A: .47 CA l s 0 ' W E kLW r LEGAL DESCRIPTION LOT BY OWNER i 13 1 QUANITY REMARK6 FIREPLACE METAL 36" HEARTH RAISED WOOD MANTEL GAS KEY AND VALVE NEW MARBLE FACE 4 EXTEND EXISTING STACS41 P!Ul M t -PAINT GRADE LiNEN Inc 1121 U I. COLUMBINE PLOT PLAN SCALE I / 16 " = I ' - 0" 7752 WARNER AVE., HUNTINGTON BEACH, CALIF. 92683 (714) 848-9668 * (562) 598-5884 FAX 714-848-9605 LICENSE NO. B-281750 SHEET NO. 1 OF ArMOMON aUILOG ER6 Q G OR 1(0 BY CON' QUANITY BY OWNER RE111ARK6 M16CELLANE0416 CLEAN-UP DEBRIS USED BRICK CLEAN WINDOWS T. V JACKS/PHONE _ PAINTING To MANTLE AT EXISTING FIREPLACE FLOOR COVERINGS APPLIANCES BATH TRIM E SHOWER iNCL, a ' e1r. M�MIMIE>,. 6' 3' 11 07HER BY OWNER REMARK6 ROOM ADDITION / REMODELING 1=05!: GUY AND DANI MORRISON 1121 W. COLUI" 51NE SANTA ANA , CA. LIT 911 39"1-G?4�o� M RiM DATE 12 - 16 - 2004 CHROME/CLEAR - WE HAVE READ AND FULLY UNDERSTAND THESE DRAWINGS AND a SPECIFICATIONS AND HEREBY APPROVE THEM FOR CONSTRUCTION, WE UNDERSTAND THESE DRAWINGS AND SPECIFICATIONS ALONG WiTH PROPOSAL AND AGREEMENT CONSTITUTE ENTIRE AGREEMENT AND Y ENT$ WILL NOT BE HONORED. b OWNER ATE SPECIAL A S awx i. Matchlnce of now material to existing t i done as closely as possible using st rd m s readily available. 2, items left blank do not appi are not included, OWNER ATE 3, Painting or staining and preparation for painting or staining not included. 4. Floor covering and preparation of floor covering not included 5. "The contractor is not responsible for Inspection, discovery, abatement or removal of asbestos, If possible asbestos Is CONTRACTOR DATE Identified the contractor will leave the Job until a licensed, EPA -approved contractor makes the area asbestos free, Upon the contractor's return, if additional work is required, it will be handled by a change order to the orlglnai contract. It Have your attorney go over any asbestos clauese to make sure you are protected. I let, 9( DORMER VENTILATION 4; ATTIC AREA ADDED EXISTING N/A 4- 6i -,,, COMP SHINGLES OVER 150 FELT CLASS "A " MIN, (ARCH 50) LEFT ELEVATICO)"N RIGHT ELEVATION SCALE 1/4" = 1'. - Oil q( DORMER VENT COMP SHINGLES OVER 150 FELT CLASS " A It MIN, (ARCH 60) , Jall L (E) i(-N) STUCCO SCREED 2" MIN To FIN SURF -ACE 4" MIN TO GRADE (N) (E) SCALE 114" = V - 01' 14 "X la" ATTIC VENT ATTIC l&km=AA I 111.7Q Wit" MESH, WITH MESH OPENINI26 OF 1/4" IN C>IMFNSION SEC, 1505,3, PROVIDE 3'VENTS -V Q M 6 K OR EQUAL T041 80, FT, OF VENT -1/81 STUCCO -Val, 15i11JCC6 STUCCO SCREEDAa—� evasTl 2" MIN To FIN SURFACE R "EA R' EL"EVATION 4 It MIN To�GRADE SCALE 1/4 It = it oil A rf$ SAA� 2 x & RR AT iro" Q.C. 2 X 6 LEDGER SECTION 11511 12 MATCH EXISTING 5 11 IE IF IC IP SCALE 1/ 4 " - I 1- 01' 2 x to Rlr.*E pee, KArj 2 X 4 RAFTM5 AT it. " oz, Fe rz, comf= SHINGLES OVER mi, FELT CLASS "A" MIN, 15/32 " CD "X" PLY= SHTHG PI, 24/0 NAIL ad 0 (P"O.C, EDGE AND 12" O.C. FEILD LAY PLYWOOD r-AceGRAiN PERPENDICULAR TO RAFTERS RADIANT BARRIER I X STARTER Br.>, EAVE OVERHANG MATCH EXISTING 2 X BLOCKING WITH SCREENED VENTS --�2 X FASCIA MATCH EXISTING TEMP GLASS'' 2" MIN TO FIN SURFACE 4" MIN TO GRADE SCALE ELEVATION tk- SCALE 114" - V - Oil 12 MATCH EXISTING 2 X 5 PURLIN BARRIER 2 x 4 5RACMAX 0 48" 0,C. M RADIANT BARRIER 2 X FASCIA MATCH EXISTING 1/2 R BO INSULATION DRYWALL ,va" STUCCO 2 x 4 STUDS AT I& It 0,C, R - 13 INSULATION 0 SULFATE RESISTANT R-13 INSULATION 4 MIN THICK CONC15LAB 2 X 4 PTOP SILL W1 5/5 01A. X 10 LONG WITH 6X&-10/10 wwm ANCHOR BOLTS AT &'- 0" O.G. (MAX) OVER 2" MIN SAND FILL WITH 2. 0" X 2, 0" X 3 / 16" THICK PLATE WASHER I-N OVER (o MIL VIS QUEEN STUCO SCREED 2" MIN To FINISH SURFACE ------------ ilT 4 " MIN TO FINISH GRADE 1* 4 BAR ( HORIZ ) TOP AND BOTTOM SECTION wJ LAYERS TYPE 'In" FELT OVER PLYWOOD SHEARWAL > C14 z 0 0 0 c14 Z frn F ,, C4 LQ Lu z ul 11 0 Q o � � z ::3 4- poll n DATE 08 - 2004 SHEET 1-f-6'1 14'-e" LATERAL SHEAR NOTES U1 S,, S,W. PLYUJD SW, NAIL SPACE IELD SILL 5/a" Di , /411 D(A. Ifod 3/a" X 5'" A35 *L FT THICK SIDES SIZE NAILS NAILING PLT A151'S 5,'S NAILS LAG BOLTS SPACING 5YM RATING SIZE O,C, 0,C. O.C, O.C. O,G,/STAGY ZL 220 3/51, 1 SIDE Sd fo"O,C, 12" 2X 3411 OR 50" 1" I I 3611 A 320 3/6" 1 SIDE 8d 4"O.C, 12" 2X 1 2311 OR 34" 5" 2411 3 410 3/a" I SIDE ad 3"O,G, 12" 2x la" OR 26" 411 pall 530 3/81' I SIDE as 2" O,C, 12" 3x pall OR 34" ell 15" Ar, lOfoo 3/a" 2 SIDE ad 2" O,C, 12" 3X tall OR 1-1.1 4" 5" 1=,$, Aro260 15/32" 1 SIDE Sd f " O,C, 12" 2>< 28" OR 4211 611 3014 I't \ 380 15/32" 1 SIDE Sd 4" O,C, 12" 2X left OR 2a„ 4'" 21" jg \� 490 15/32" € SIDI= ad 3" O.C, 12" 2x la" OR 22" 311 1611 Ae Sao 15/32" 2 SIDE ad 31, O,C, 121, 2X OR 11t' 411 trollE,S, A640 15/32"' 1 SIDE ad 2" O.C. 12" 3 x I5" OR 28" It$ 1211 11 12aO 15/32" 2 SIDE ad 2" O,C, 12" 3 x OR 141" 311 121, E,S, 12 -111 310 15/321, 1 SIDE €0d 6" O,C, 12" 2 X 2411 OR 3r," 511 2511 13 4460 15/32" 1 SIDE IOd 4" O.C, 12" 3 x troll OR 24" 311 11° AS20 15/32" 2 SIDE lod 4" O,C, 121; 2 X OR 1211 51' 1a 600 15/32" 1 SIDE tod 3" O.G. 12" 2 X 12" OR all 2,511 1311 A1200 15/32" SIDE 10d 311 O,C, 1211 2 X OR a" 4t4 131, E.S. A1311 TTO 15/32t1 SIDE 10d 2" O,C, 1211 3 X OR 24 r °` loll A1540 15/32" , SIDE 10d 211 D,C, 12f1 3 x OR 12" 3" 10" E,S. 19 340 1e/32" € SIDE Iota 6" Oz. 121, 2 X 22" OR 32i1 5" 2311 A 510 la/32" SIDE totd 4" O,C, 12" 2 X 14" OR 22" 3i1 I511 2€ 1020 le/32" 2 SIDE pod 411 O,C 121; 2 X OR II'" 411 151, E.S. 22 665 le/3211 SIDE lod 3" O,C, 12" 2 X li'1 OR troll 2,51E 12'1 23 1330 1e/32" 2 SIDE iod 3" O.G. 121, 2 X OR all 311 12" 5,6, Asio ie/3211 I SIDE loci 2" O,G. 12" 3 X II" OR 2011 511 a'1 A 1-140 IS/32" 2 SIDE 10d 2" O,C, 12" 3 X OR toll 2.5" 2E, `14' STUCCO W/ €6 GAGE 6" O,C. m wj 4 o z 2 4 2 4 A ('� �r 4 �r 12 III 4 MAX z 1 +�RESHOL 2 SULFATE RESISTANT 4" MIN THICK GONG 6LA5 WIT Srd " 3 BARS AT 24" 0,0, EACH WAY OR USE WITH 6 X 6 10/10 OVER 2" MIN SAND FILL OVER (o MIL VISQUEEN ( CONCRETE IN FOOTINGS AND SLAB ON GRADE TO HAVE MIN, ULTIMATE COMPRESSIVE STRENGTH 0 25 DAYS OF 2500 p,eA.) U,N,O, 4 12" x 12" MIN GoNC FOOTING ,WITH I - "4 BAR AT TOP AND BOTTOM (FOR ONE STORY FOOTINGS 2 2 2 4 4) 4 2 x S RIDGE 8 ------------------ (RH-1) 4x6HDR 2(o ti cv 4 2 2 2" x 12" MIN GONG FooTINGY WITH I - "4 BAR AT TO AND 50TTOM (FOR ONE STORY FOOTINGS _-------- 11 ' 4 7j- I AL GN 2(0 2(0 4 FOUNDATION FLAN Ym lu z SCALE 1/4" - 1' - 0" rel tl z lk 6 e t ---------------------------------------------------------------------------------------- -4- ---- >-__._ ..- __--__ '��1 �yt 4X6 ( (E) (E) ' F I X f. ` I 2 X LEDG ! ! � € . {j WITH 1/2 "LAGS AT 32" � v 1 Ki 2 X 6 Rl S I ro" O.C. j , I 2 X 6 &J m 14" O,C, .�--------------------------" , EXISTING RIDGE , 1 ' ! ttt , 1 ! i OGE rp (E) RIDGE 1 _ _ _ _ _ � — 1 1 , i , �ii 1 1 1 1 i II � , (El CE) ----- -------------------------------------------------------------------------------- ' ROOF FRAMING PLAN SCALE 1/4" - 1` - 0" Fi i qi 5 )2 o , ni Z LL ut DATE 11 - 06 - 2004 SHEET MR 2 X 4 STUD AT 16" O.G. roll WIDE CURB 1 STORY 12" MIN. (I STR`r s 4X PER F 1/8" STUCCO OVER 2 LAYERS OF GRADE "D" FELT AT PLYWD SHEAR WALLS ,..---- 2 X 4 P.T.D.F, SILL W/ 5/8" 01A. ANCHOR BOLT AT 4' O.C. TYP. U.N.D. WITH I" MIN EMBEOMT 1 BOLT WITHIN 12" OF SILL ENDS 6" MIN STUCCO SCREED 4" CLR MIN TO GRADE AND 2" MIN TO O FINISHED SURFACE iv 3" MIN CLEAR PALL a a," - 2°t35* I - 04 BAR TOP AND PALL 49 1.5 " = 2800" BOTTOM TYP, U.N.O. 2 IMP, PHD2 40LD DOWN aX 5/8" DIA, BOLT 1CBO nai9 SET EXPDXY (RFB 5 X 16 AT EXISTING) W/ SET EPDXY DEPUTY INSPECTION REQUIRED FOR HOLD DOWNS 3 2 X FLAT OUTRIGGER 2 X SLK'G W1 B.N. 166 AT 6" O.C. 2- 16d IYI S.N. SIMP A35 a x SHEAR WALL RAFTER WHERE OCCURS a x 4 STUDS AT 16" O.C. 5 (N) FULL SEARING WIDTH NAILER W/ 2 - 16d PER (E) RAFTER BELOW NEW PLYWO SHTHG AND 2 X RAFTER G.1, FLASHG AS REQ'D (E) PLYWD SHTHG AND RAFTER (OR TRUSS)-,,,,, NEW FOOTING PER PLAN ; ; *4 BAR (TYP.) roll EM5E©MENT WITH SIMP EPO Y INTO EXISTING 5LOCKING AT PANEL OPENING E.."V I iltc:a: 2 X 4 STUDS SIMPSON ST- 22 STRAP AT 48" O.C, AT 16" O.C. `- FLUSH RIDGE BD. WITH 4.46d EACH SIDE S PER PL N A35 AT 24"'O.C. 3" MIN ' 1 CLEAR 2 X CEILING JOISTS PER PLAN SHEAR WALL WHERE OCCURS--- 9 1C7 S.N. 4" MIN THK CONC, SLAB 2 X 4 STUD LAN (SULFATE RESISTANT) W/ AT 16" O.C. 6X6-10/10WWM OVER 2" MIN SAND FILL 2 X 4 P.T.D.F, SILL W/ OVER 6 MILL VISQUEEN 5/8" DIA ANCHORBOLT ST6236 2 X RAFTER PER PLAN 4X BLOCKING E.N. TO SNEARUTA (E.S. OF STRAP) ST6236 STRAP HPARLUALL PER 3" MIN 14 LL PLAN SECTION Q x BEAM PER\\ PLAN OST LAN 13 2 X 4 STUD AT 16" O.C. 15/32 " CD ""X" PLYWO SHTHG P.I. 24/0 NAIL 8d s 6"O.C. EDGE AND 12" O.C. FEILD LAY PLYWOOD FACEGRAIN PERPENDICULAR TO RAFTERS 2 X RAFTERS PER PLAN NEW 4 - I6d NAILS -RAFTER TO CEILING JOIST --2 X BLOCKING WITH 12"` X 4" EAVES VENTS (OR SIMULAR) WITH CORROSION -RESISTANT METAL MESH, WITH MESH OPENINGS OF 1/4" IN DIMENSION SEC, 1505.3, E X STARTER BOARD AT EXPOSED EAVE O.H. u I I AT 6' O.C. TYP. U.N.O. j WITH I" MIN EMBEDMT I BOLT WITHIN 12" OF SILL E.N. E.N. EN S --_____ __ _______________ ------------------ — Izv NL CLEAR 12 MIN CI STORY) 1 - "`4 BAR TOP AND BOTTOM T P. U.N.O. 3,c IMP CAP 'ER PLAN 12" PLYWOOD 2 X STUD WALL -1/8" STUCCO OVER 2 LAYERS OF GRADE "0" FELT AT PLYWD SHEAR WALLS ...---- 2 X 4 P.T.D.F. SILL W1 518" DIA. ANCHOR BOLT AT 4' O.C. TYP. U.N.O. WITH i" MIN EMBEOMT I BOLT WITHIN 12" OF SILL ENDS N STUCCO SCREED 4" MIN TO GRADE AND 2" MIN TO FINISHED SURFACE 1 - 04 BAR TOP AND BOTTOM TYP. U,N.O. LAP 24" 2 X 8 FI.AT BLKG W/ 3 - I d/BLK 2 X BLKG 4- 4- 2 X C.J. 4- -I- PER PLAN Ilan " GYP BD W/ 56 AT 71" O.C. EA. CEILINGS JOIST ITO e15 OR EQUAL LAN PER EA, WAY 'LAN 6T22 AT 2 X PURLIN W1 48" O,c. - roc 7F 2 X ; t RAFTERS, •a 2 x 4 BRACE AT 48" O.C. (TYP) 5 MIN. 2 X ` f CEILING JST AT O.G. A3 AT EA SIDE WALL OR SEAM SIMPSON $T- 22 STRAP AT 48" O.C. �81 (E) RIDGE BD, X NAILER W/ 2 - trod 2411O.C. (E) RAFTER GI FLASHING c4 PER PLAN TINE kAFr A� :51176 0p -G A U � <C � d3 C4 %5 za zt N iu Z' �4 U r F .! lob t� Z Z CD1 d Z I •�' A ci l.l.l W O- DATE 11 - 08 - 2004 SHEET 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK. NAILING 9CHE0ULr=; NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES OR INCONSISTENCIES. 1, ALL NAILING SHALL BE COMMON OR BOX NAILS CONFORMING TO THE LATEST 2, THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE EDITION OF THE U.B.C. WHERE AUTOMATIC NAILING IS USED, NAIL HEADS SHALL NOT PENETRATE SHEATHING, CONNECTIONS LISTED ARE MINIMUM PERMISSIBLE , METHOD OF CONSTRUCTION., THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT OVER SCHEDULE, DETAILS GOVERN DYER STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION, EQUIPMENT LOADS OF UNIFORM BUILDENG CODE TABLE NO. SCHEDULE ,,CONSTRUCTION MATERIALS. ETC. CONTRACTOR, AT HIS.OWN, EXPENSES, SHALL ENGAGE PROPERLY QUALIFIED PERSONS IL A) JOIST TO SILL OR GIRDER, TOE NAIL EA. SIDE .... — .................... ........ ­11.11,11.11.1.1-1 ................ 11111-1--1 ............. 5) BRIDGING TO JOIST OR RAFTER ,TOE NAIL EACH END ............ ......... ........................................... . ........ . ....... 24d TO DETERMINE FIELD LAYOUT OF THE, BUILDING AND ITS ELEMENTS. C) SUS - FLOOR SHEATHING AT ALL BEARINGS -, ill x 611(25mm x m2mm) ausr-LooR OR LESS FACE NAIL, ....... ........................................ __ ......... ...................... 2-0d 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DO NOT SCALE DETAILS. I" xa" OR WIDER, FACE NAIL ..................................... .... __ ........................................... ................................... 3-ed NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND standard DETAILS. 2" X BLIND OR FACE NAIL ................. 1.11 ...................... _11-1111.1 ............................. ........................ I .... I .... I ..... 2.1rod ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED THE SAME AS OTHER SIMILAR WORK SHOWN D) SOLE PLATE To JOIST OR TO BLOCKING , TYP. FACE NAIL ........................... ...... ......... Wd 0 I(V O.C,(406mM)O-C, IN THE DETAILS. SOLE PLATE TO JOIST OR BLOCKING , AT BRACED WALL PANELS. ..................................... 3-14d* I6'lO.C(4OrVmm) S) TOP PLATE, TO STUD, END NAIL...,,,.,,,. ...... ...... ...... ....................................... ........... 24 :Pd 4. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS AND ROOFS. LOADS F) STUD TO SOLE PLATE , TOE NAIL .- .............. ......... ........... . ................ . ... . ............ 4-96 TOE NAIL OR Z-16d, END NAIL G) DOUBLE, STUDS FACE NAIL ............ .............................. .. . ......... ................................................... 19,41624"(610mm)OIC, SHALL NOT EXCEED DESIGN LOADING FOR SUPPORTING MEMBERS. , 14) DOUBLED TOP PLATES, FACE NAIL ........ ... 1.111.1.1111, ............ ............................... FOUNDATIONS1) DOUBLE TOP PLATES, LAP SPLICE .............. BLOCKING BETWEEN JOISTS To TOP PLATES , TOE NAIL ....... ............................... ........ .......... 3.8'd 1. IN THE ABSENCE OF.A FORMAL SOILS REPORT, MINIMUM VALUES PER U.B.C., TABLES 18-1-A, SHALL APPLY. J) RIM JOIST TO TOP PLATES , TOE NAIL ....... __ .............. . ......... .............. . ...... . ............................... .... Sol 0 ra"(152mm)O4, K) TOP PLATES LAPS AND INTERSECTON, FACE NAIL.11,11111.11.,.I.",l,"""".""""..",..",..,ll-,.,,-,,.,,,,,,,,,,,.,,,,,,,,,,,,,-.,,,2-lrocI ALLOWABLE SOIL BEARING PRESSURE = 1000 P.S.F. BOTTOMS OF ALL FOOTINGS SHALL BE PLACED A MINIMUM , L) CONTINUOUS HEADER , TWO PIECES EA, SIDE ......... ............... ........................ ................................ I&d * lr0`(4OrPmm)0,C. OF I Z'BELOW LOWEST ADJACENT GRADE. M) CEILING JOIST OR RAFTERS, EA. 13R'G TOE NAIL _11-111.1111111 .... ........... 1-11-11-1 ............................ . 1111111-11111 ..... 3-ad N) CONTINUOUS HEADER TO STUD, TOE NAIL ....... .... __ ...... ­,­­­­.,.­­ ............................................ ...... ........ 1.4-sd 2. FOOTINGS SHALL BE POURED AGAINST FIRM, UNDISTURBED NATURAL SOIL OR ENGINEERED COMPACTED FILL 0) CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL ................ ........................... ............ ......... ......... 3-1(pd AS REQUIRED BY A QUALIFIED SOILS ENGINEER. P) CEILING JOISTS TO PARALLEL RAFTERS, FACE NAL ....... . ............................. 0) RAF -TER To PLATE, TOE NAIL ......................................................... ................................. __ ........ .............................. 3-6a 3. DURING SITE CLEARING, AND SITE EARTHWORK OPERATIONS, CONTRACTOR SHALL DETERMINE IF AND FILL R) 1"(25min) BRACE To EACH STUD AND PLATE, FACE NAIL .................. ........ I(od 0 24" 0,0, EXCAVATION OR BURIED FOUNDATIONS, DEBRIS OR STRUCTURES ARE ON SITE, IF ANY SUCH ARE FOUND OWNER'S 8) BUILT-UP CORNER STUDS ................ ... 11-11,1.1111'.."...",,....',ll""I'll.-I'l,.11,111,1111I ... 11.1.1111.111.11,111.."..11,11,11I ... RAFT TO SIDE 01: STUDS: R Mi T) JOIST OO REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. ..... S" DH ........ ........... 1-11--l— ............. 3.1601 UP TEPT FOR EA, ADDITIONAL 4" DEPTH OR LESS FOR ...... I - trod4., ROOF AND AREA RUNOFF AND AREA DRAINAGE SHALL BE DIRECTED AWAY FROM BUILDING FOUNDATIONS. W STRIPS: CONCRETE: I X 4 TO UNDERSIDE OF JOISTS, EACH BEARING 1. ALL POURED IN PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF ONESLANT, ONE STRAIGHT ........................... ............... .................................................. .... . .......................... ad 2 X 3 TO UNDERSIDE OF JOISTS, EACH BEARING 2500 P.S.I. AND AN AIR-DRIED DENSITY OF 150 PCF. ONE SLANT , ONE STRAIGHT...,,,, ..................... ....... ....................................... ............... .................. 2- Irod NOTEa USE -STRONGHOLD ANNULARY GROOVED AT GYPSUM BOARD AND PLASTER CEILINGS, STRIPS 2. CEMENT TO BE TYPE V FROM TESTED STOCK AND CONFORMING TO A.S.T,M. C-150. SUPPORTING PLASTER CEILINGS SHALL BE WIRED IN PLACE IN ADDITION TO NAILING, 3. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE SET STANDARD OF THE AMERICAN� CONCRETE V) 5UILT-UP BEAMS; INSTITUTE. 2 X 10 OR LESS. STAGGERED AT TOP 4 BOTTOM .................... ......... ............... e ........................ ..... 20d -0 32" O.C, AT ENDS- ... . .... . ................... .............. ............. ........... — ............. ............................. 2-20d 2 X 12 AND LARGER. STAGGERED ............. I"-."""""",",l,",.",,'ll,,ll.,, ..................................... 1/2" BOLTS's 24" O,C. 4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED IN W) 2" PLANKS, AT EACH BEARING ........... .................................... ... . ......................... trod POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING (1) COMMON OR BOX NAILS MAYBE USED EXCEPT WHERE OTHERWISE STATED. OF ANY CONCRETE. (2) NAILS SPACED AT 6" O.C.(162mm),ON CENTER @ EDGES, 12 "(305mm) AT INTERMEDATE SUPPORTS EXCEPT 6"(152mm) AT ALL SUPPORTS WHERE SPANS ARE 48" (1219mm)OR MORE. FOR NAILING OF WOOD STRUCTURAL 5, NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2314.3. NAILS FOR WALL REFER TO. ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION. SHEATHING MAYBE COMMON, BOX OR CASING. (3)COMMON OR DEFORMED SHANK. 6, CONCRETE FLOOR SLABS VARIATION FROM LEVEL TO BE NOT MORE THAN NOT MORE 1181, IN TEN FEET. (4)COMMON. (5)DEFORMED SHANK. 7. ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFERED 3/4", UNLESS NOTED OTHERWISE. (6)CORROSION.-RESISANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTIONS 2325.1. (7).FASTENEUPPORTS.RS SPACED 3"(76mm) ON CENTER AT EXTERIOR EDGES AND 6"{152mm)ON CENTER AT INTERMEDITAE REIN FOCING STEEL S 1, ALL REINFORCING BARS AND TIES SHALL CONFORM TO A.S.T.M. A615 GRADE 40, UNLESS NOTED OTHERWISE. (8).CORROSION-RESISTANT ROOFING NAILS WITH 7/16"-DIAMETER (11 mm)HEAD AND 1 1112"(38mm) LENGTH FOR 112" (13mm) SHEATHING AND 1314" (44.,mm)LENGTH FOR 25/32" (20mm)SHEATHING CONFORMING TO THE REQUIRMENTS 2. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE A,C.I. MANUAL OF SECTION 2325.1. (9) CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16"(1 Imm)CROWN AND I IM"(.29mm) LENGTH FOR 1mm) OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES A.C. 1. 315, AND TO CHAPTER SHEATHING AND I 112"(38mmi)LENGTH FOR 25/32" (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF 19 OF THE U.B.C. SECTION 2325.1. (10) PANEL SUPPRTS AT 16"(406mm)(20"(508mm) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL,UNLESS 3. DOWELS FROM FOOTINGS INTO WALLS AND COLUMNS SHALL BE THE SAME SIZE, SPACING AND NUMBER AS OTHERWISE MARKED). CASING OR FINISH NAILS SPACED 6"(152mm) ON PANEL EDGES, 12"(305mm) AT THE VERTICAL REINFORCING CALLED OUT IN THE WALLS AND COLUMNS. INTERMEDIATE SUPPORTS. (11) PANEL SUPPORTS AT 24" (610m), CASING OR FINISH NAILS SPACED 6(152mm) ON PANEL EDGES,12 " (305mm) 4. REINFORCING SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS: AT INTERMEDIATE SUPPORTS. UNFORMED. SURFACES EXPOSED TO EARTH ....... .3" LUMBER: West Coast Douglas Fir -Larch FORMED SURFACES EXPOSED, TO EARTH OR WEATHER: a. 2 X Studs (DF#2) - F= 1315 psi/1 51 Opsi, Fv=95psi, E=1,600,000psi. NO. 5 AND: SMALLER ... ..... __ ........................ 1.5" b. 2 X joists and 4 X beams (DF# 2) -Fb=875psi/1005,(size adjusted) Fv=95psi, E=1,600,00ps! NO. 6 THRU NO. 18_ .............................. ......... 2" (DF#I) - Fb=11 000psi/1 150psi,(size adjusted) Fv96psi, E=1,700,00psi SLABS POURED AGAINST EARTH.....................2„ c. 6x,or larger Beams (DF#I)- Fb=1,350psi, Fv=85psi, E=1,600,00psi SRUCTURAL L!jMBER: (Select Struct.) - Fb=1,600psi, Fv=85psi, E=1,600,000psi d. Glue Laminated (24F-v8 DF/DF) -Fb=2400psi, Fv=1 65psi, E=1,,800,000psi 1. ALL STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF DOUGLAS FIR PER WWPA, UNLESS NOTED OTHERWISE, EACH PIECE OF LUMBER SHALL BE GRADE, MARKED. 4. SOIL BEARING: In the absence of a Soil Report, or speacial, knowledge of of soil conditions, 2. ALL STRUCTURAL PLYWOOD SHALL BE DFPA GRADE STAMPED WITH EXTERIOR GLUE AND AS SPECIFIED BY THE the engineer assumes that the soil is capable, of withstanding the following: AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE. Foundation soil pressure = I OOOPSF 1 ROOF FRAMING AND SHEATHING SHALL BE INSPECTED PRIOR TO PLACING ON ROOF. Lateral Bearing Resistance = I OOOPSF Equiv. Fluid Pressure = 30 PCF 4. SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, NOTE: Notify the Engineer if soil at site is found to be incompetent. 5. BOLTS, HEADS AND NUTS BEARING ON WOOD SHALL HAVE METAL WASHERS PER SCHEDULE. BOLT HOLES IN a. All construction shall conform to the current Uniform Building Code WOOD SHALL BE DRILLED 1/32" TO 1116" DIAMETER LARGER THAN NOMINAL BOLT DIAMETER. b. It is the contractors responsibilitr to ascertain that construction conform to the structural calculations . Contractor shall field verify all dimensions prior to construction. Any field conditions e. PREDRILL ALL HOLES FOR LAG. BOLTS, IF USED. found to be unusual, or not addressed, shall be reported to the Engineer. GLUED LAMINATED LUMBER c. Unless otherwise noted, use DF#2 grade for 2x and 4x lumber and DF# 1 grade for 6x , and ax Beams, 1. MATERIALS, MANUFACTURER, AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH PRODUCT d. Any specified shear wall sheathing shall extend continuously from the top to the bottom plates. STANDARD PS 56-73 STRUCTURAL GLUED LAMINATED TIMBER (ANSI A190.1). e. All posts and columns shall be erected with ICBO approved (Simpson, or equal) column caps and 2. ALL LAMINATIONS SHALL BE 1.5" THICK. LAMINATION COMBINATIONS SHALL MEET REQUIREMENTS OF ost bases, or as specified. PS 56-73 AND SHALL PROVIDE ALLOWABLE DESIGN: VALUES AS FOLLOWS: f. Unless otherwise noted, use standard approved (Simpson, or equal) HU Joist hangers. FB = 2400 PSI (COMPRESSION) g. Retaining walls must not be backfilled until concrete and mortar has achieved 28 day strenght. FB = 2400 PSI (TENSION) FB = 1650 PSI (PARALLEL) FC = 450 PSI (PERPEND.) 5. GENERAL: FV = 165 PSI (HORIZONTAL) E = 1,800,000 PSI LUMBER t West Coast Douglas Fir -Larch CAMBER AS SHOWN ON DRAWINGS. WHERE CAMBER NOT SHOWN CAMBER TO 1600'RADIUS. a, 2, X Studs (01=02.) - F-1315 pal/510pef, Fy-laSpef, E-1,600,000psL t), 2 X joists and 4 X Issams tDF* 2) -F0-6­15psI/lOOF7,(sIze adjusted) Fv-95psi, E-I,600,00psl ALL MEMBERS SHALL HAVESTRESS CHARACTERISTICS OF 24 F-V4 FOR SIMPLE SPANS AND (Drol) - Fb-I000psI/I5OpsI,(sIZ6 adjusted) ""I, sa1,100,00pol 24 F-V8 AT CANTILEVER SPANS. c, 6X or target Beams (DFOU- Fb-l;350plsl, Fv.95psl, E.1,600,00psl (Select Struct') - Fill-1,600pal, Fverppsl, E-1,600,000pst 3. MOISTURE CONTENT SHALL BE BETWEEN 6 AND 16 PERCENT. 6, Glue Laminated (24F-v8 DF/DF) -FIP-2400pst, Fv-*5psI, E-1,800,000plill 4. FABRICATORS SHALL BE MEMBER AITC. 4, SOIL BEARING . In the absence or a Soil Report, or speacial knowledge of or soil conditions, 5. ALL MEMBERS SHALL BE MARKED WITH: QUALITY MARK AND A CERTIFICATE OF CONFORMANCE the engineer assumes that the soil is capalzla of withstanding ilia following: Foundation soft pressure = IOOOPSF INDICATING CONFORMANCE WITH PS 56-73. STRUCTURAL GLUED LAMINATED TIMBER (ANSI A 190.1) Lateral Bearing Resistance - IOCOPSF SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO ERECTION. Squtv, Fluid Pressure - 30 PCF NOTE: Notify the Engineer If soft at site Is found to be Incompetent, 6. ADHESIVES SHALL MEET THE REQUIREMENTS FOR DRY CONDITION OF SERVICE FOR INTERIOR USE AND WET CONDITION OF SERVICE FOR EXTERIOR BEAMS, EXCEPT AS NOTED. 5, GENERAL a, All construction shall conform to the current Uniform Building Code, b. It is the contractors rssporstlplfty to ascertain that construction conform to the structural 7. PROVIDE TEMPORARY BRACING, BRIDGING AND SUPPORT UNTIL ROOF AND/OR FLOOR DIAPHRAGMS calculations . contractor shall, field verify: all dimensions prior to construction. AN field conditions ARE SECURELY NAILED IN PLACE. found to be unusual, or not addressed, shall be reported to the Engineer, WASHER SCHEDULE c, Unless otherwise noted, use DF02 grade for 2x and 4x lumber and OF* I grai:;1a for (ox , and Sx Beams, d. Any specified ellear wall sheathing "it extend continuously fmothe top to the bottom plates, 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS e� All posts anti columns shall be erected with ICSO approved (Simpson, or eclual) column caps, and BEARING ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED post bases, or as specified. IN THE FOLLOWING LOCATIONS: r, Unless otherwise noted, use standard approved (Simpson, or equal) WU Joist hangers. A) SOLE PLATED TO FOUNDATION, Q, Retaining walls must not be backfilled until concrete and mortar has achieved 28 clav strerght, B) WOOD LEDGERS AND CAPS TO CONCRETE AND MASONRY WALLS, CONCRETE: C) AGAINST 2X MEMBER WHEN 2X MEMBER IS BOLTED TO A HEAVIER I MEMBER OR IS USED TO MAKE A BEAM, Concrete in footings and slabs on grade, unless otherwise noted, D) STANDARD CUT WASHERS MAY BE USED ELSEWHERE UNLESS shall have min, ultimate compressive strenght @ 28 days 2500 p.si.. NOTED ON THE DRAWINGS. Reinforcement shall be deformed bars, ASTM A61 5, A616, or BOLT STEEL WASHERS MALL IRON SIZE SQUARE ROUND A617, min. grade 60. Use Type 5 sack Cement. ROUND 112" 2-1/2 SO. X 1/4 2-1/2 X 1/4 2-1/2 X 114 5/8" 2A/2'80. X 1/4 2-314 X 1/4 2-3/4 X5/1 6 314-Y 3 SQ. X 1/4 3 X 5116 3 X 7/16 SIMPSON EPDXY -TIE 718" 3-1/2 SO. X 5/16 3-1/2 X 3/8 3-1/2X 7/16 ANCHOR SYSTEM NOTE: 14# 4 SQ. X 3M 4 X 7116, 4 X 112 FOR BOLTS BETWEEN HOLDDOWNS. USE SIMPSON "SET" HD2A = 5/8" BOLT 119'EMSED RFB #5 X 8 W/ 5" MIN. EMBEDDMENT W1 "ET22" EPDXY GLUE "SET" HD5A = 3/4" BOLT 13 112" EMBED "SET" HD6A = 7/8" BOLT 15" EMBED "SET" HD8A = 7/8" BOLT 15" EMBED 13/4" MIN EDGE DISTANCE ROUGHEN SURFACE AND REMOVE ALL DEBRIS AND LOOSE MATERIAL VERIFY DEPTH OF EXIST HOLES SIZE 1/16" LARGER THAN BOLT EACH SIDE FOOTING FOR A.B. SPECIAL INSPECTION REQUIRED L.A. RESERCH REPORT #25120, 251$5 I.C.B.O. #5279 SPECIAL INSPECTOR SHALL BE PRESENT AT THE TIME OF DRILLING CLEANING, AND PLACEMENT OF BOLTS. THE INSPECTOR SHALL FURNISH A REPORT TO THE LOCAL BUILDING INSPECTOR STATING THE TIME. PLACE AND LOCATION OF INSTALLATION AND VERIFYING DRILL. -BIT COMPLIANCE WITH ANSI 12-1977. HOLE DEPTH AND CLEANLINESS PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD DIAMETER AND LENGTH ADHESIVE EXPIRATION DATE, AND INSTALLATION COMPLIANCE WITH MANUFACTORS WITH MANUFACTURERS INSTRUCTIONS PER I.C.B.O. # 5279 Mandatory Measures Checklist: Residential MF-1R NOTE : Lowrise, iresidential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance.When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions : Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • 150(a): Minimum R-19 ceiling insulation. R-30 I 60(b): Loose fill insulation manufacturers labeled R-Value, X • 150(c): Minimum R-1 3! wall insulation in wood framed walls or equivalent U-value in metal frame walls R-13 (does not apply to exterior mass walls). • 150(d): Minimum R-1 3 raised floor insulation in framed floors. R-19 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor N/A transmission rate no greater than 2,0 permlinch. 118: Insulation specified or installed meets California Energy Commission quality standards. indicate type and form. GATT 116 -17: Fenestration Products, Exterior Doors and infiltration/ExIlltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have labelwith certified U-value, certified Solar Heat Gain Coefficient (SHGC) and infiltration certification. X 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 1 50(g), Vapor barriers mandatory in climate Zones 14 and 16 only. N/A 150ft Special infiltration barer installed to comply with 151 meets Commission quality standards. N/A 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door N/A 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: 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. N/A 150(h): Heating, and/or Cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. N/A I 50(i): Setback thermostat on all applicable heating systems and/or Cooling systems. N/A 1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having and installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closet to water heater tank, non-recirculationg systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks , or other indirect hot water tanks have R-1 2 external insulation or R-16 combined internal/external Insulation. N/A 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees F Insulated. 6. Piping Insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All Ducts and plenums installed, scaled and insulated, to meet the requirements of the 1998 CMC Sections 601, 603, 604,and Standard 6-3; ducts insulated to a minimum installed value of R-4.2 or enclosed entirely within conditioned space. Openings shall be sealed with mastc, tape, aerosol sealant or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or tape is used, to seal to seal openings greater than 1/4 inch , the combination of mastic and either mesh or tape shall be used. X Building cavities shall mot be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with Cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands, 2. Exhaust fan systems have back draft or automatic dampers 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 76% 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" pipe between filter and heater for future solar heating. N/A b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pomp time switch., 115: Gas -fired entral furnace, pool heater, spa heater or household cooking appliance have no N/A continuously burning pilot light. (Exception* Non -electrical cooking appliance with pilot<1 50 Btu/hr.) Lighting Measures 150(k): Luminaries for general lighting in kitchens shall have lamps with efficacy, of 40 N/A 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. 150(k)2: Rooms with a, shower or bathtub must either have at least one luminaire with lamps with an X efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this in 150 fixtures 10 requirement allowed (k)2 ; and recessed ceiling (insulation cover) approved. SECURITY NOTES SLIDING GLASS DOORS AND WINDOWS LOCATED LESS THAN 16 FEET ABOVE ANY SURFACE AVAILIABLE FOR USE BY THE PUBLIC SHALL BE CAPABLE OF BEING LOCKED SECURELY.MOVABLE PANELS SHALL NOT BE BE EASILY REMOVED FROM FRAME. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A, VIEW OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY THE A DOOR VIEWER, A VIEW PORT, WINDOW ., OR OTHER OPENING. EXTERIOR WOODEN DOORS SHALL BE OF SOLID CORE CONSTUCTION OR SHALL BE COVERED ON THE INSIDE FACE WITH16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCH ON CENTER AROUND THE PERIMETER. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEAD BOLT WITH A MINIMUM THROW OF I INCH AND AN EMBEDMENT OF NOT LESS THAN 5/8 INCH. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF A DUTCH DOORS SHALL BE EQUIPPED WITH A DEAD BOLT. NON- REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED. UNFRAMED. GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2 INCH THICK. NARROW -FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/4 INCH THICK. ANY GLASS WHICH IS LOCATED, WITHIN 40 INCHED OF THE LOCKING DEVICE ON A DOOR SHALL BE FULLY TEMPERED, OR HAVE APPROVED METAL BARS, SCREENS OR GRILLS, SOLID WOODEN HATCHWAYS LESS THAN 1-3/4 INCHES THICK SHALL BE COVERED ON THE INSIDE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCHES ON CENTER AROUND THE PERIMETER AND SHALL BE SECURED FROM THE INSIDE WITH A SLIDE BAR, SLIDE BOLTS, AND/OR' PADLOCK WITH HARDENED STEEL SHACKLE. ALL OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSION IN EXCESS OF 8 INCRES'SHALL BE SECURED BY METAL BARS, SCREENS, OR GRILLS. (EXCEPTION: NON-OPENABLE SKYLIGHTS), A DEVELOPMENT WHICH INCLUDES 3 OR MORE DWELLING UNITS SHALL BE PROVIDED WITH FULLY ENCLOSED GARAGES, GARAGE SPACE FOR EACH TENANT SHALL BE SEPARATED BY PARTITIONS OF 3/8 INCH PLYWOOD OR EQUIVALENT WITH STUDS SET NO MORE THAN 24 INCHES ON CENTER. Certificate of Compliance : Residential Page 1,-of 2 CF-J R Date tylemxl Project Title 0V Building Permit# Project Address Pan, Check / Date D'AMBRA INC, 114-638 - IOeO ocuffientation Author Telephone Feild Check / Date Enforcement Agency Use Only PACKAGE "D" 6 Compliance Method (Package or Computer) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area: -7 ft, Average Ceiling Helaht fL..-. Conditioned slab Floor Area: -757,6sq. ft. Building Type: Single Family __X _-Addition (check one or more) Mulitt-family L Front Orientation: North / East / South I West / All Orientations (input front orientation in degrees from True North and circle one) Number of stories Number of Dwelling Units: Floor Construction Type: Slab .Raised: Floor (circl one or both) RADIANT BARRIER (required in efirnate zones 2, 4,tk,5) Required for this submittal A"yes no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood st! = steel Cavity Insulation R-Valve Sheathing Insulation R-Value Total R- Value (1) Assembly U-Value(t) Location/Comments (attic,to garage,typical, etc.) wall R-13 0.088 Wall Roof0.036 ---R-30 Roof —Floor Floor Slab Edge NONE (1) For prescriptive compliance, Total R-Value and Assembiv U-Value are not required for a woad -framed wall that meets cavity R-value insulation reoulremprit for the Prescriptive Package. FENESTRATION Shading Devices Fenestration I #/Type/pos. Orientation Area (fL2) Frenestration U-factor Frenestration SHGC Exterior Shading ALL. Overhangs /Fins Front �&U7-f+ A0 .35 Front Left Left Rear Rear Right Right Skylight Skylight Certificate of Compliance: Residential I (Page Zol`3) CF-1R 4A IJ Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc) (AFUE/HSPF) (ducts/attic, etc.) R-Value Type (split or pckage) EXISTNG 100,000 BTU 80% --DUCTS- SETBACK SPLIT Cooling Equipment Minimum Duct Heat Pump Type(air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap. cooling) (SEER) (Attic, etc.) R-Value Type (split or package) SEALED DUCTS and TXVs (or Alternative Measures) ❑Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) TXVs or Commission approved equivalent, readily accessible (climate zones 2 and 8 -15 only) (Installer testing and certification and HERS Rater or field verification required) OR 7X Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Projects Climate Zone.) Climate Zone Window SHGC Window U-Factor SEER Heating 6 2.35 ") 40 11 WATER HEATING SYSTEMS Energy (1) External Rated (1) Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standbyl Insulation Type Type in System or Btulhr) (gallons) Efficiency Loss (%) R-Value EXISTING STORAGE 40 GAL (1) For small gas storage water heaters (rated inputs 75,000.Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input s 75,000 Btu/hr) list Rated input, Recovery Efficiency and Standby Loss. For instantaneous gas heaters, list Rated input and Recovery Efficiencies. SPECIAL FEATURES (Add extra sheets if necessarPhckage C and D: TXVs, Seated Ducts, Radiant Barriers (see installation requirements: for radiant barriers in Section 8.13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). COMPLIANCE STATEMENT This certificate of compliance lists the building features and pert6rmance specifications needed to comply with Title 24, Parts I and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibilly. When this certificate of compliance is submitted for a single building plan to be be built in multiple orientations , any shading features that is varied is indicated in the Special Features/Remarks section The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater, DESIGNER OR OWNER (per Business & Professions Code) Documentation Author Name: D'AM15RA INC. Name: �7'AM15RA INC. Title/Firm: 1'152 WARNER AVE Title/Firm: '111,52 UJARNER AVE Address: 14UNTINGTON 5FRACH , CALIF, Address: HUNTINGTON SEACH, CALIF. (114) $48-lbra&6 846-1216" —j V (date)- (signature) 1 Mate) Enforcement Agency Name: Title: Agency: Telephone: (signature/stamp) 08- 2001 (date) 10 5 14 P 091, UJ > CN (0 15 Z0 M 2 01 I M, Z UJ Z) Ul t A. 0- \J V13 N I U1 DATE - -2004 SHEET 0