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00070065 (3) D D07DO �S 1 I a `�- �-� U��;�s��� �� „ Y5/� � BETTA GROUP JOB-�uQtY-{ JD. N � -- ��.Structural Engineering and Design Company s"EET+o _ '220 South Second Street CALCULATED 0. A�� .� E-f-=))=Q Sar,Jose,Ca. 95112 Tel. (408)298-5800/Far. (408)293-2143 CHECKED a. _ °"`----_--- ---- SCALE job No. DESIGN CRITERIA 1. Governing Building Code: /J -_9 2. Seismic Zone:_ Loading:_ 3. Wind Exposure:_ Wind Pressure: 2 5 4. Soil Report by: _ s, civ m Date: Bearing Value: l n=2 Psf 5. Roofing Type: _ Roof Slope: GENERAL NOTES: 1. CONCRETE: f'c 2 00 psi (min) at 28 days for all footings. f'c = 3000 psi (min) for all grade beams and piles, u:n.o. 2. CONCRETE BLOCK: Shall be grade "N" units conforming to A.S.T.M. designation C90 and shall be laid in accordance with Chapter 24 of the Code. Masonry is designed for 50% of the allowable stresses. Continuous inspection is not required, unless noted otherwise. 3. REINFORCING STEEL: Shall be intermediate grade, deformed bars conforming to A.S.T.M. A-615 Grade 40. Electrically welded mesh shall conform to A.S.T.M. A-185. Placement of reinforcing steel shall be in accordance with Chapter 26 of the Code. 4. STRUCTURr'-L STEEL: Shall be A.S.T.M. A36 with bolts conforming to A.S.T.M. A307, all welding to be 1/2 stress unless noted otherwise. 5. STEEL COLUMNS: Pipes shall be A.S.T.M. A53 Grade B, Fy=35 ksi. Rectangular tubes shall be A.S.T.M. A500 Grade B, Fy=46 ksi, u.n.o. 6. LUMBER: All lumber shall be Grade Marked, No. 2 Douglas Fir min. All 6x- beams D.F. #1 min. unless noted otherwise. Plywood shall be Douglas Fir Conforming to PSI-74 U.S. Department of Commerce, and shall be grade-stamped "D.F.P.A." 7. GLU-LAMINATED LUMBER: Gl -laminated lumber shall conform to ANSI RITC A190-1-A9083. Fabri_ator shall provide AITC cart`fication or Conformance with attachme-t 1 & 2 to engineer and county building depart=en t. Further, glu-la- beams shall be manufactured in accordance with AITC 117-=3 and the following (u.n.--.) : Simple =pan: 24F-V4 of better Fy=165 psi Contin,.:ous Span of Cantilever: 24F-V8 of better Fy=16= psi i S. Contra--to_ and Sub-contra_to: shall verify all conditions shown on plans the site prior t. ;cmmencinci work. L !_, STANDARD SPECIF!£ATIONS FOR STRUGTl1RIiL CAE,CCJLF[TlQfVS.' THE DRAWING,CALCULATIONS.SPECIFICATIONS.AND REPRODUCTION ARE INSTRUMENTS SERVICE TO BE USED ONLY FOR THE SPECIFIC PROJECT COVERED BY THE AGREEMENT AND COVER SHEET. ANY OTHER USE IS SOLELY PROHIBITED. THE STRUCTURAL CALCULATIONS INCLUDED HERE ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. NON-STRUCTURAL ELEMENTS AND THE ATTACHMENT MECHANISM IS THE RESPONSIBILITY OF THE ARCHITECT OR DESIGNER.UNLESS SPECIFICALLY SHOWN OTHERWISE. ALL CHANGES MADE TO THE SUBJECT PROJECT SHALL BE SUBMITTED TO BETTA GROUP IN WRITING FOR REVIEW AND COMMENTS. THE STRUCTURAL DETAILS IN THESE CALCULATIONS EMPHASIZE THE ENGINEERING ASPECT OF THE DESIGN. ,.,EOADII p�$tbT�f i1A�tAA�T>FRS CODE 1997 UBC VERTICAL DESIGN VALUES ROOF MATERIAL ASPHALT SLOPE: SLP>4:12 LIVE LOAD: 16.0 PSF ROOF MTL.: 5.0 ROOF SHrG: 1.5 R/R OR TRUSS: 1.5 CEIUNG JST: 1.5 DRYWALL: 2.5 MISC.: 1.0 DEAD LOAD: 13.0 PSF TOTAL LOAD: 29.0 PSF LL/1,25-OL: 26.0 PSF LATERAL DESIGN VALUES PROJECT LOCATION: CUPERTINO. CA. WIND SPEED: 70 mph EXPOSURE'' EXP. SOIL ENGINEERING VALUES BEARING' SOIL ENGINEER: NOT A VAILABLE WORK ORDER: DATE: PROJECT DESCRIPTION 1 STORY INTERIOR REMODEL FOR A SINGLE FAMILY RESIDENCE. 6!8100 ou rrn ono 1 BEAM,DESIGN:' PLAN: DUPORT RESIDENCE UBC 97 DATE: 7118100 ARCH.:ARCHITYPES JN.: 600-0327 O1 EXISTING ROOF RAFTER AT FMR-: Uniform Loads, W: Roof=( 26 psf )( 2 + 0 ) = 52.0 pit + Wall=( 14 psf )( 0 + 0 ) = 0.0 pit Floor=( 52 psf )( 0 + 0 ) = 0.0 plf BM DL= 5 plf = 5.0 pH Total Uniform Load Acting on Beam....... 57.0 pit Length= 14.00 ft Moment Shear Deflection M(u)= WL^2/8 depth= 9.25 in Length= 14.00 It M(u)= 1396.5 ft-lbs V(u) = 355.1 lbs D(all)= L1240 F(b)= 1310 psi F(v) = 95 psi D(all) = 0.70 in S = M(u)/Fb Area = 1.5V/Fv D(act.)= 0.23 in S = 12.8 cu-in Area = 5.6 sq in I(u) = 5WLA41384ED R(Ift) = 399 lbs E(bm)= 1600 ksi R(rht)= 399 lbs l(u) = 44.0 in A4 H......... 2JCi0SlSTER 71Z IT STICHENgtCER,W,96d NAH 3 f"t7l,BENOtN�AND DEfLPC7tON;L?NLY SH�4RJS Q JG OBUILT UP BEAM AT GARAGE: Uniform Loads: W: Roof=( 34 psf )( 0 + 0 ) = 0.0 p/f + Wall=( 14 psf )( 0 + 0 ) = 0.0 plf Floor-( 52 psf )( 0 + 0 ) = 0 0 plf BM DL= 10 plf = 100 plf Total Uniform Load Acting on Beam....... 10.0 plf Length= 20.50 ft Pf(LoaD). 1365 lbs Ca1c.: 26'17.512'6 P1 Locaoon: FROM THE REACTION OF EXISTING ROOF PURLINS: P1 norn cart• 10.25 ft P1 from nghr- 10.25 ft Moment Shear Deflection M(u)= WL^218 depth= 11.25 in Length= 20.5 If M(u)= 525.3 ft-lbs V(u) = 93.1 lbs D(all)= L1240 M(c)= 69956 ft4bs V(T) = 775.6 lbs D(all)= 1.03 in M(T)= 7520.9 ft-lbs F(v) = 84 psi D(act.)= 0.00 in F(b)= 1350 psi Area = 1.5VIF� 1(u) = 5WL^41384ED S = hf(T),Fb Area = 13.7 sq in I(c) = P(ab)^213EDL S = 66.9 cu-in R(Ift) = 785 lbs E(b-)= 1600 ksi R(rht)= 785 lbs 101) = 282.4 in^4 USE' -2 `. :':7C f7.;i IiYG RF' t SA1yF6YlCN1NG THES71NA_ s CEILINC3 STrAA(iJpRRl3 Sp�CIF"TIOlfIS,FOR STRUCTURAL CALCULAMN5 THE DRAWING.CALCULATIONS,SPECIFICATIONS.AND REPRODUCTION ARE INSTRUMENTS SERVICE TO BE USED ONLY FOR THE SPECIFIC PROJECT COVERED BY THE AGREEMENT AND COVER SHEET. ANY OTHER USE IS SOLELY PROHIBITED. THE STRUCTURAL CALCULATIONS INCLUDED HERE ARE FOR THE ANALYSIS AND DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. 'NON-STRUCTURAL ELEMENTS AND THE ATTACHMENT MECHANISM IS THE RESPONSIBILITY OF THE ARCHITECT OR DESIGNER.UNLESS SPECIFICALLY SHOWN OTHERWISE. • ALL CHANGES MADE TO THE SUBJECT PROJECT SHALL BE SUBMITTED TO BETTA GROUP IN WRITING FOR REVIEW AND COMMENTS. • THE STRUCTURAL DETAILS IN THESE CALCULATIONS EMPHASIZE THE ENGINEERING ASPECT OF THE DESIGN. _;�Q�ifAfL3� pARA,MEQ CODE 1907 UBC VERTICAL DESIGN VALUES ROOF MATERIA ASPHALT SLP 4:12 SLOPE: �� JP AUG�`�- _ IyF LOAD: 16.0 PSF ROOF MTL.: 50 t ROOF SHTG: 1.5 RJR OR TRUSS: 1.5 _ CEILINGJST.: 1.5DRYWALL: 2.5 - -- MISC.: i.0 DEAD LOAD: 17.0 PSF TOTAL LOAD: 29.OPSF I L11 25+DL: 29.0 PSF LATERAL DESIGN VALUES PROJECT LOCATION: CUPERTINO CA. -• `� g L WIND SPEED: 70 mp EXPOSURE: EXP.'B' SOIL ENGINEERING VALUES BEARING: SOIL ENGINEER: NOT AVAILABLE WORK ORDER: DATE: PROJECT DESCRIPTION 1.STORY INTERIOR REMODEL FOR A SXVGLE FAMILY RESIDENCE 6/8/00 0327STOLOAD PLAN: DUPORT RESIDENCE UHC 97 DATE: 64100 ARCH.:ARCHITYPES JN.: 600-0327 ONEW ROOF RAFTER AT FMR.: Uniform Loads: = W: Roof=( 26 psf )( 2 + 0 ) 52.0 Of+ Wall=( 14 psf )( 0 + 0 ) = 0.0 plf Floor=( 52 psf )( 0 + 0 ) = 0.0 plf BM DL= 0 plf = 0.0 plf Total Uniform Load Acting on Beam....... 52.0 plf Length= 14.00 It Moment Shear Deflection M(u)= WL^2/8 depth= 9.25 in Length= 14.00 ft M(u)= 1274.0 ft-lbs V(u) = 323.9 lbs D(all)= L1240 F(b)= 1105 psi F(v) = 95 psi D(all) = 0.70 in S = M(u)lFb Area = 1.5V/Fv D(act.)= 0.21 in S = 13.8 cu-in Area = 5.1 sq in 1(u) = 5WLA41384ED ROft) = 364 lbs E(bm) 1600 ksi = R(rht)= 364 lbs IN) = 40.1 in^4 r....:wwucaasFb.v�H«.p,S.�G '�.a'. .�, `!n•. +»>`•pC`^xxJ2: OBUILT UP BEAM AT GARAGE: Uniform Loads: +0 0 ) = 0.0 plf+ wRoof=( 34 psf )( 0.0 plf Wall=( 14 psf )( 0 + 0 ) _ Floor-( 52 psf )( 0 + 0 ) = 0.0 pif BMDL= 10 plf = 10.0 plf Total Uniform Load Acting on Beam....... 10.0 plf Length= 20.50 ft P1(LOAD) 1365 Ibs Calc.: 26'17.5/2'6 P1 LWOW FROM THE REACTION OF EXISTING ROOF PURLINS; P16wn ialr= 10.25 It P1 han right- 10.25 ft Moment Shear Deflection M(u)= WL^2/8 depth= 11.25 in Length= 20.5 It M(u)= 525.3 ft-lbs V(u) = 93.1 lbs D(all)= L1240 M(c)= 6995.6 ft4bs V(7) = 775.6 lbs D(all)= 1.03 in M(7)= 7520.9 ft-lbs F(v) = 85 psi D(act.)= 0.00 in F(b)= 1350 psi Area = 1.5V/Fv 1(u) = 5WLA41364ED S = M(T)/Fb Area = 13.7 sq in I(c) = P(ab)^213EDL S = 66.9 cu4n R(M) = 785 lbs E(bm)= 1600 ksi y Yr R(rht)==,� yYs785 lbs I.�(tyl)�y=-�y�f 2y8t2.4 in A4 VE-w4 FAr(N1 032781 xis REV1810N8 BY LIST OF DRAWINGS: Sheet I SITE PLAN Sheet 4 ELECTRICAL PLAN GENERAL NOTES DOOR/WINDOW SCHEDULE PROJECT DATA LOCATION MAP Sheet 5 DETAILS TITLE 24 DOGLrENTATION Sheet 2 EXISTING/DEMO FLOOR PLAN 66.33' PROPOSED FLOOR PLAN Sheet 6 ROOF FRAMING PLAN act — +(' — Mx .x1 — *1 - Ec' — lc' — •xa - 8x, — *, - 0)<I- 4(1 --1 � Sheet 3 REAR ELEVATION SECTION SHEATHING SCHEDULE INSULATION SCHEDLLE I V) BUILDING in FOOTPRINT _ W _ vI (E) TILE PATIO F t OUTLINE OF PROJECT DATA: x (E) 100 amp ELEGIRICTEALL I I I I (E) PATIO ROOF j >JZO MAIN P TOREMAIN I ' I I AREAS— OWNERS James and Judith Dupor•t — — — I (E) RESIDENCE 1,804 SF ZONING DISTRICT RI-B6 I (E) GARAGE 4-15 SF I I j APN a 362-21-011 Y (E) PORCH 21 SF ' (E) PATIO w/ TRELLIS 368 SF LOT AREA 6,601 SF SCOPE OF WORK: I. CHANGE FLAT CEILING IN (E) FAMILY TO VAULTED CEILING. I 2. REPLACE (E) PATIO DOOR 0 (E) FAMILY ROOM ! ADD SIDELITES. (E) CITRUS TREES I II I j 3. ADD (3) SKYLIGHTS TO (E) FAMILY ROOM. 't� I 4. REPLACE SKYLIGHT IN (E) NOOK AND REBUILD FLARED SKYLIGH OPENING. * \ I K 7 5. REPLACE SELECTED (E) WINDOWS PER PLANS. \ y 6. ADD NEW LIGHTING TO FAMILY ROOM. 1. RELOCATE ATTIC ACCESS DOOR 0 GARAGE. \ ' 8. ADD GAS LINE TO (E) FIREPLACE. \ / F.X1 iVI IVU VI IN I I/\I I A I p1 9. RELOCATE WATER HEATER VENT PIPE. EXISTING L A L .1 LA I 10. RELOCATE GOLD AIR RETURN FROM FAMILY ROOM. (E) REDWOOD RESIDENCE DECK ONE-STORY — — — — — — — — — — — — — — — I lE1 6' HIGH FENCE - (E) GAS METER I I 71 GENERAL NOTES: PLOT PLAN LEGEND: (E) CITRUS TREE I X I I---I— OUTLINE V_ N I I - OF ROOF 1. All work shall be done in compliance with the PROPERTY LINE 1Ggl USM'1G G, L , LPG t 1996 NEC. ons shall be the (E) 6' HIGH FENCE * 1 2 Contractor the ,Job site.lf verifiedby the Designer -X— ' � — — " - • . , • • • . I - WOOD FENCE of any mayor discrepancies. ,• • •.• •.•. 3. Where existing construction is cut, damaged, • ' ' • •.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. j or renovated, patch with matching materials; - CONCRETE OR ASPHALT — — kwato . . . — I 4. Contractor shall assume sole responsibility for safety of all persons on or about the construction r. _ the contract and . . . . . . • . site ihr t the duration of(E) 5ETBAGK Id V-4 1/2" ' in accorrd)ce with all applicable laws and codes.E) SETBACKI 5. Contractor to provide any and all temporary sharing A��REVIATIONS: �. t 8 2000 PROPERTY LINE--I — Q - required during the course of the project to insure stability of all partially constructed or partially (REF.) = FOR REFERENCE ONLY . . . . . . . I• • . • • • • • • demolished buildings. (E) = EXISTING LUw , . . .(E):DRIV . . . , . (N) = NEW (R) = TO BE REPLACED Z .;.;.:.:65.68 AFF. ABOVE FINISH FLOORL , _ _ , _ .. i ' - - � - - ' — .ri �r •rrrr�� .rr.t •rrr — � Y 4 � Q INk . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . cc '. . . ...•.•.'...•,..,.•.•...•.....,.•.'... .•.•..,,. . . , . , , . , , . . ♦♦AAOE . .'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a� . . . . . . . . . . . . . . . . . . . wOR TOMKI ;r 408 (d (E) PLANTER CT O . • • • • • JEANETTE y< _J GT it a. Z O C C (E) CURB O m _= "— _ u 0. o m O CLAS51 BS m r 0 HF JOg T Lti L SHALLRE EMAIN ON r V ES pU G `O"S�tucrio". RIND. NTERSTON PLACEof HLI ORION LN s WEST HIL ' �E Ap� LLN L W GT SQUIREWOOO IN PTO q � ( cir SITE PLAN Data July 8. 20W se itIHd tisur , r = scala 1/8" • 1'-0", r ECHO HILL Draum OF � a+teretion 14-11 i �;. . kiJAl, w inn Ir GT � t � i 1 r °,�fRp p SCQ.f;B 1; . (•��,n. o pciftcatiogg 4 Job ,0 ct r to be e �sls� LOCATION MAP Q She � b'§.4°�n�rovisic� NTS. h co"1•0 ril 21 T I 3 I ' 41 I SSI 11 81 1 2 3 4 5 8 7 t) 9 10 I1 12 13 14, REVISIONS BY �RA CK OF 0l/i8100 24'-2 1/2" 22 -Il 8 (R) 8'40 i:4'-0" XOX SLIDER XOX HOR. SLIDER TO BE REPLACED (E) TILE PATIO (E) REDWOOD TO REMAIN (E) REDWOOD STOOP DECK TO REMAIN 4 TO (E) BAR-B-QL E BEDROOM #2 REMAIN BEDROOM #2 CEILI m" NG MA5TER � a -m" CEILINGMASTER8'- H ROOM C� BEDROOG -m"M _ 8' CEILING8'-W CEILINU CO W 00 0 (E) 2'-105Q'-11" HOR. SLIDER TO REMAIN 1 1+ - (E) 1'-115Q'-11" HOP. SLIDER TO REMAIN 0 -- w BATH BATH 8'-0" CEIL. (E) REDWOOD 8'-m" GEIL. BENCH O O 2 2 =_ 1jNN1++1 ]•y l B RACED"' _U l, _ C__ �- - """""" "M""�""""""""" "M • """""M"""N V\V4..V PANEL BEDROO("I 3 Z r uX'1 BEDROOM #3 (N) 8'-mk'1'-m" ER NOTE 1 (E) 1'-105x6'-8"8 -m" CEILING — �� GLASS PATIO DOOR �' 8'-m" CEILING o GLASS PATIO DOOR 5'-3 1/1 " D) 0� (E) SKYLIGHT I TO BE REMOVED ,q - -� O REF.w I TO REMAIN — — J (E) WALL TO BE REMOVED ' R I 4' 6" lN) 2'-m"x"1'-m"AS REQUIRED " w0 BATH SINGLE HUNGBATH W '-m" CEIL. FAMILY (�TT 0 oi '-0' CEIL. VERIFY/PROVIDE FAMILY (E) FIREPLACE I LU BRACED PANEL ROOM '1" PER NOTE 1 (N) VAULTED CEILING VO-'6 ROOM TO REMAIN � EQUAL EQUAL- EQUAL EQUAL EQUAL EQUAL (E) CABINET 8'-10" CEILING 6 — — — , — — TO REMAIN I� (E15VCYLIGHT TO BE _ _ _—_ _ _ (E) '5LN TUNNEL" _ � (R) SKYLIGHT w/ 30 5/8'k I � — � — � I \ / i0 REPLACED E FLARED r _ _ — TO BE REMOVED 'A $ O 38 1/2" VELUX MODEL 'FS 304"--� I ♦ I I ( � i \ / i i \ / i i \ / OPENING TO BE REBUILT I i I �:.1 �, Q DINING I I max \ II " " o C I — I I I X I I X I I I �, z DINING 5 ' a ROOM I — _ �= °� �o a ROOM NOOK I/_ \ _ , � I � J`_— — _ � 1 � '�"" �"� � � � � s'-m" CEILING a'-m" cEIL.ING � — — T — — � p � .� w o a'-m" cELING NOOK o " '� _ _ o (E) FA.U. w °j W 0 5 0" 8'-m" CEILING DOWN " B DOWN 5 WH. ® WH. _ (N) 21 1/2" x55" 0 3 (E) ATTIC ACCESS DOOR 51 -,? ABOVE TO BE REMOVED 2'- (E) 8` E INFILLED PROVIDE/VERIFY FIRE _ p SEPARATION WALL BETWEEN — — GARAGE E RESIDENCE TO UNDERSIDE_ p SHEATHING �5U-EOI LEROOF S F1 PROVIDE (N) MIN. 22" x 30" W 20 NIN.0 (y 0 I /\ I ATTIC ACCESS DOOR ABOVE W =0 0 I //\\ O IGREMAI0 � C� ►- � _ GARAGE 5 LIVING _ GARAGE W LIVING ROOM KITCHEN ROOM KITCHEN 8'-0" CEILING 8'-0" CEILING 8 -m" CEILING 8'-m" CEILING �_ O � Cd n. E W 0 C .� (E) 4'-05x2'•11" E (R14' 0�0' 0" Q 0 = HOP. SLIDER HDR. SLIDER L V O BE RFPIACED 3 r O ( ' 4W 0 PORCH _ r(E) PORC (E) 8' 05x3'-II" (E) 16'-05x1'-0" lR) 8'-05x4'-m" OIS XOX SLIDER 17�— OH. GARAGE REMA N XOX SLIDER E N 66m TO BE REPLACED li. T 1' 0 1' S' 10' 411-11/211 Scale NOTES: EXISTING/DEMO PROPOSED ' t3RAGED PANELS 1 LEGEND: i.) Use min.(3/8" plywood. FLOOR PLAN FLOOR PLAN 2.) Each bra panel must be min. 48" In length = EXISTING WALL TO REMAIN covering 3 stud spaces. Date July 8, 2000 3.) Nail w/ 8d 0) 6" o.c. at edges and 8d 0 12" o.c. = NEW 2x4 5-11D WALL TO BE BUILT lntenrledlate. Seale 1/4" = I'-0" — -- ---- = EXISTING WALL TO BE REMOVED 4.) All vertical ,Joints shall occur over studs. Horizontal Dmum OF olnts shall be blocked w/ min. 2x Hock) . I = DOOR/WINDOW DESIGNATION 5.) Verify/prov . (2) 5/8" dia. anchor bolts (min. T Job ide mm embedment) w/ 2" x 2" x 3/16" washer plates OR SEE DOOR/WINDOW SCHEDULE, 51-EET 4. " min. (3) 1/2" dia. (existing) anchor bolts w/ 2" x 2" x Shoot O0 - SKYLIGHT DESIGNATION SEE SKYLIGHT SCHEDULE. SHEET 4. 3/16" washer plates, at each braced panel. dultpl-0 I ' �� 21 T I 31 I 41 S gi 1 2 3 4 5 8 7 8 9 10 11 12 13J IT 14, 15 cb REVISIONS BY SHEATHING SCHEDULE FULL CONT. 2x6 PURLIN PROVIDE/VERIFY/VERIFY 2x4 TIE Q�8 OF FULL LENGTH OF GARAGE 0 EACH RAFTER PAIR w/ 3-16d TO RAFTER 0 EACH END � (N) 2x4 x 12" LONG ' AREA MATERIAL NAILING BLOCK 0 EACH BRACE w/ 3-16d TO BRACE, TYP. (E) 2x4 COLLAR TIE All Interior walls w I"fid 5d 0 8" O.G. intermeg diate m 6'-0" O.G, TO REMAIN (E) 2x6 PURLIN ' TO REMAIN G duigs w/ 1/2" gypsun 5d a 6 O.G. edges NO C,eo.c. framuig wall board 5d a 8" O.G. ntemvdiate (N) 2x12 SISTERED TO 12 (N) R-30 COMPRESSED EACH SIDE OF (E) CEILING \ BATT INSULATION 0 Ceilings w/ 5�8" sum "cooler" JOIST 0 6'-0" O.G. 0 GARAGE t4 e xi5tint i� ` FAMILY ROOM uxgs gyp 6d cooler fA 1 o,c. ; 24" o.c. framing wall board TRIM END OF (N) 2x12 AS REQUIRED C C , Fine separation walls 5/8" type X 6d "cooler" nails 0 T o.c. (between garage t= residence) gypsum wall board 6 �' INSULATION SCHEDULE U � AREA MATERIAL (E) 2x6 CEILING JOIST (N) 2x10 RAFTER 0' w/ 2x4 BRACING 24" O.G. SISTERED 0 6'-0" OG. TO REMAIN (N1 2x6 PURLIN BRACE TO (E) 2x6 RAFTER Exposed walls R 13 w/ 4-16d a EACH END PROVIDE/VERIFY R-13 6'-0" O.G. MAX. BATT INSULATION IN (E) 2x6 RAFTER to (E) 2x6 CEILING JOISTS EXP05ED WALLS New/exposed ceilings, u.on. R-30 24" O.G. TO REMAIN wi-ERE COMBUSTIBLE MEMBERS FRAME TO BE REMOVED INTO FIRE SEPARATION WALL, ALL (E) 2x4 BRACING Q HOLLOW SPACES SHALL BE FILLED TO BE REMOVED J 4 BEYOND MEMBER IN ALL DIRECTIONS ATTIC VENTILATION 0) FAMILY ROOM � w/ NONCOMBUSTIBLE MATERIALS APPROVED � d FOR FIREBLOGKING. FIRE TAPE t CAULK FAMILY (1 ALL JOINTS 0 PENETRATION. (E) WALL CO 4 Q sslo AREA OF FAMILY ROOM 331 SQ. FT. n ^ �� TO REMAIN ROOM f-� f-1 VERIFY/PROVIDE FIRE ' SEPARATION WALL BETWEEN W P REQUIRED VENT AREA = 331/300 x 144 = 162 SO. IN. y 9 GARAGE E RESIDENCE PER 2 REQUIRED ROOF TOP VENT AREA = 162/2 81 SQ. IN. SHEATHING 5C{-EDULE ivil PROVIDE (2) 3 x 1G" LOW PROFILE VENTS = 2(3 x Iq) = 114 SQ. IN. (E) CONCRETE Slgl " PROVIDE/VERIFY R-13 SLAB cnUF REQUIRED EAVE VENT AREA = 162/2 81 SQ. IN. BATT INSULATION IN PROVIDE (3) 2" dim. HOLES 0) 11 RAFTER BAYS = 11(3 x 3.14) = 103 SQ. IN. EXPOSED WALLS (E) TILE DECK (E) CONCRETE SLAB GRADE (E) DRIVEWAY (E) ASPHALT COMPOSITION 1' 0 1' SHINGLE TO REMAIN q SECTION (N) SKYLIGHTS Scale PROVIDE (2) 3" x 19" LOW-PROFILE VENT MIN. 3'-0" ABOVE EAVES UUU I N I I N I U UI N N IUUUUU I N IUUUUUU UU I N I I N I L N N I A-L ' F UUUUiUUU. UUIUUNUUUUUUUUIIrUUUUUUU—NN UUU UUII LLUUJULUiiLU -UUJUU_UIU_UL-UUU�UUUiU- -UIUU�UUUU-N IUUULUUUUUNI UU-. I .N NNIUU_.... NNUIIUIUUUUUU_ NNUU_—..UU,UUUU• IUIUIU: UUUUU iN LN I UU. .N .I LUIUUI 1" N N I" N I U. ' UU. :. NUU. ,L.U-:. .N I . U, •INI—• ' U,-JN I I ,� • N wN N ""Nx�w"'f*•iI •p �N('�M N 44.�u,i N N• iNu 'N"N i , ui+N Ali N'N�•u i•N���': NiN. �.N,.LI.ry-'.U•.ii .... I NU ; WQ—W UL 1 11 11 1Z 11 JL UULULU UULUUUUUUL °v' aW 40mC orm 4W OEC4 GENERAL AREA OF EXTERIOR NODIFIGATION T • ' (E) STUCCO FINISH typical FINISH FLOOR Date JUy 8, 10 2000-- com�� ' GRADE Scale 1/4" " 1' 0 Dmwn OF Job TEMPERED GLAZING REAR ELEVATION Shoot dutstl-o CE 4 51 ? I `77-97-77, it 1314 .. Y y� REVISIONS BY d EXTERIOR DOOR/WINDOW SCHEDULE ITEM NO. QTY, NOMINAL NOMINAL TYPE FRAME MATERIAL GLAZING REMARKS (E) 100MAIN77 WIDTH HEIGHT ELECTRICAL ANEL E METER 1 8 �1 '-0" 1'-0" GLASS PATIO DOOR VINYL LOE TEMPERED SINGLE HUNG LOW-E 18" HIGH VENT 0BOTTOM a 2 2'-0" ' 1 -0 VINYL (SPECIAL) TEMPERED SEE REAR ELEVATION a 3Q 1 4'-0" 3'-0" HOP. SLIDER VINYL TEMPERED 05 O C 2 8'-0" 4'-0" XOX HDR. SLIDER VINYL EGRE55 PER NOTE 3 x a — U z M5 1 4'-8" 4'-0" HOP, SLIDER VINYL �d c © 1 6'-0" 6'-8" GLA55 PATIO DOOR VINYL TEMPERED 1❑ 1 6'-0" 3'-6" HOP, SLIDER VINYL EGRESS PER NOTE 3 = _ _ _ _ _ o O ® 1 8'-0" 4'-0" XOX HOP. SLIDER VINYL LOW-E EGRE55 PER NOTE 3 O O � 0 - - O e \ _ _y \\� PROVIDE (N) GAS 4 (E) WALL SCONCES LINE TO FIREPLACE 1. CONTRACTOR TO VERIFY ROUGH OPENING SIZES OF EX15TING WINDOWS S MIGHT TO BE REMOVED PRIOR TO ORDERING REPLACEMENT WINDOWS, I 2. WINDOW/DOOR GENERAL GLAZING REQUIREMSHHADEADES ENTS: _ SHT All new or replacement windows and doors shall be dual glazed and have a .... maximum LI-value of .15. � /� 3. EGRE55 REQUIREMENTS: 1.) Min. net dear opening of 5.1 sq. ft. Q J ``T / i I �_ _ l i I / 1 \I —�� I/i-\\ i �, 17 2.) Min. net dear opening height of 24 inches. '� 1 — '6d 3.) Min. net clear opening width of 22 inches. ,� �_— I — — — ` J _ -A L _ ��X - 4.) Max. sill height from floor of 44 inches. w SKYLIGHT SCHEDULE WH. \ (E) GOLD AIR RETURN IN CEILING TO NOMINAL NOMINAL REMARKSBE RELOCATED ITEM NO. QTY. TYPE FRAME MATERIAL GLAZING WIDTH LENGTH / 3 LOW-E w/ VELUX MODEL "F5-108" w/ / (E) WATER HEATER ALUMINUM-GLAD REFLECTIVE VENT TO BE RELOCATED OI 3 21 i/2" 55" FIXED WOOD EXTERIOR 5llV5GREENING w/ REMOTE CONTROL AS REQUIRED TO AVOID ALUMINUM-GLAD LOW-E w/ VELUX MODEL 'F5-304 w/ IK- _ 7 0 (N) ATTIC ACCESS O2 1 30 5/8" 38 1/2' FIXED WOOD REFLECTIVE agoGREENING wl REMOTE CONTROL EXTERIOR 1. SKYLIGHT GENERAL GLAZING REQUIREMENT5: All new or replacement skylights shall be dual glazed. LZ W U Z W O m (E) GAS METER -- -� 7L WaOE 408 0 vm C 0 ao � o00 ELECTRICAL / MECHANICAL PLAN � aW g ELECTRICAL NOTES ELECTRICAL/MECHANICAL LEGEND E N CL � MT' V 1, All electrical work to be performed in 6. Contractors shall assume sole responsibility accordance with the National Electrical for the safety of all persons on or about Code, 1966 edition. the construction site throughout the duration ® • CEILING MOUNTED PECE.55ED LIGHT FIXTURE • CEILING LIGHT/FAN 2. All work shall be done in compliance with of the contract and in accordance with all all budding, Fire and safety codes. applicable laws and codes. 3. Contractor to verify all field conditions 1. All electrical equipment Installed outdoors shall • 51NGLE POLE SWITCH (� • SMOKE DETECTOR (dimensions, materials, etc.) prior to begining be of the type approved for outdoor use (rain- $ • THREE-WAY SWITCH work. Notify the architect of any significant tight). Where wiring Is exposed above ground, discrepancies. It shall be Installed in an approved type raceway. 4. Contractor shall maintain the neatness and 8. Ground Fault Interrupters shall be provided for Date ,may 8, 2000 cleanliness of the ,Job site dying construction. all new receptacles installed outdoors, in 5, Where existing construction, If any, is cut bathrooms, garages and kitchens. Scale 1/4" = I'-0" damaged or renovated, matching materials OF shall be used for patching. 1Af Job Sheet " 4 dplepl—0 TT. �(�� -�. Tom. - � ■ _.. _.. - k ..r/ ..i '- � _rT I I � ��� 21 m I 3i i ' 41 I 51 T�I�BI 1 2 3 4 5 8 7 8 9 10 1 i 12 13 14, 15 4i' JA REVI810N8 MANDATORY MEASURES CHECKLIST: RESIDENTIAL(Page 1 ot2) MF-IR 5IMPSON ST6236 Note: Lawrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. 0 EACH 510E I Items marked with an asterisk (')may be superseded by more stringent compliance requirements listed on the Certificate of 0) PIPE THRU PLATE DBL. 2x TOP PLATE Compliance. When itis checklist is incorporated into the permit documents, the features noted shall be considered by all panics (TYPICAL) as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the 3-16d 0 documents or on this checklist only. EACH ENO (TYP.) Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT _ 4x HEADER, 2x CRIPPLE Building Envelope Measures: I SEE PLAN • 1150(a): NlinimagnR-19 ceding insulation. 2x 5TLI05 0) L, THRU 2x STUD §150(6): Loose fill insulation manufacturer's labeled R•Vaiue. N p+ 16" O.G., TYP, FULL HEIGHT • 1150(c): Minimum R-13 wail insulation in wood Gunned wal ls or equivalent U•value N mcud frame walls ✓ IAU,ON) (does nes apply to exterior mass walls). • IlAd): Minimum R-13 raised door insulation in Gamed floors. U 11 50(l): Slab edge insulation-water absorption rate no greater than 0.39/.,water vapor transmission rate no �1 ater than 2.0 -winch. N Ar 1118: Insulation specified or installed meets insulation quality standards. Indicate type and form. I C ;116.17: Fenestration Products,Extenor Doom,and Inliltration/Emltration Controls 2x SILL F~rd C1 1,Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. DBL. WU at NOTE: EXTRA CRIPPLE 'L'> 5''--0" 2.Fenestration products(except field•fabricated)have label with certified U-vulue,ccra ied Sola Neat Gain Coefficient(SHGC),and infintioncenificatian PROVIDE M5T48 STRAP BETWEEN WHEN V5 5' 0° 3.Extmor dam and windows wtaduntnPPt :all joints {x d oints netradons caulked and sealed HEADER AND TOP PLATES WHERE 4150(8): Vapor barriers mandatory inClimate Zones 14and 16only. HEADER 15 PLACED FLUSH WITH _ TOP PLATES. §150(0: Special infiltration bonier installed to comply with; 151 mats Commission quality standards. I §150(e): Installation ciFireplaces,Decorative Gas Appliances and Gas Logs. 1.Masonry and factory-built fimplaces have: A DETAIL L Closeable mewl or glass door b.Outside air intake with damper and control ✓ S TYPICAL HEADER c.Flue damper and control 2.No coetinuots burning gas pilot lights allowed Space Conditioning,Nater Heating and Plumbing System pleasures: : ROOF SHINGLES 111"111. HVAC equipment,waterheaters;showerb ads and faucets certified by the Commission N GALV. FLASHING 1150(h): Heating anNa;o ting lnads calculated in wwrdance with ASHRAE,SIfACNA of ALA N typical \ 1150(1): Setback thermostat on all applicable hearing and/or cooling systems. tJ A. \ (N) SKYLIGHT \. \ 1150(j): Pipe and tack insulationSEE PLAN E SGHEDLLE I.Storage gat water heaters raced with an Energy Factor I•ss than 0.58 must be externally wrapped with insulation having an installed thermal resistance ofR-11 or greater. 2.First 5 feet of pipes closest m water heater tank non-recirculating systems,insulated(R-1 or greater) DBL. 2x HEADER 3.Backup wads for solar system,unfired storage tanks,or other indirea ha water tanks have R.12 external N/� insulation orR•16combined interrwlkraemalinsulation. (E) ROOF RAFTER 4.All buried or recirculating sections ems. R-13 BATT expcpedp+pinginsulatedinrecuc g ams syn INSLLATION 5.Cooling system piping below 55'F insulated typical 6.Piping insulated between hearing sours and indirect hot water tank 3-16d, typical —� O July 11 1999 2x4 16" O.C. YP MANDATORYMEASURESCHECKLIST: RESIDENTIAL(Page2ot2) MF-1R ' 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 2x �p I G Compliance. When 4s checklist is incorporated into the permit documents,the features noted shall be considered by all parties AS COL. 2x CEILING 1/2 GYP. BOARD as minimum component checklist performance specifications for the mandatory measures whether they are shown elsewhere in the JOIST. typical typical documents or on this checklist only. • � ROUND CORNERS Gr BOTTOM OF OPENING Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. 5.0• DESCRIPTION DESIGNER ENFORCEMENT g DETAIL Space Conditioning,Water Heati%g and Plumbing System Measurer. (continued) 5 SKYLIGHT 0) NOOK ' §150(m): Duce and Fam W L All oras and plenums constructed,insualled,insulated,fastened and seated to comply with the ICBO 1997 U UMC sections601 and 603:ducts insulated to a minimum installed 1142 or ducts enclosed entirely within tea/ conditioned space. Openings shall be sealed with mastic,tape,aerosol sealant or odor duct closure system N )� that mats the applicable requiremems of UL 181,UL 181A,or UL 181B and other applicable specified tests for longevity given in 1150(m).. W 2 Exhaust fan systems have back draft or automatic dampen. 3.Gravity ventilating systems serving conditioned space have either automatic or readily arrasibie,manually m operated dampers. "' v §114: Pool and Spa Heating Systems and Equipment. GALV, FLASHING, (N) SKYLIGHT typical SEE PLAN E SGFEOIlE W d C 1.System it certified with 78'/a thermal effieieacy,on-off switch,weatherproof operating V instructions,no electric resistance heating and no pilot light ROOF SHINGLES IDSL 2x RAFTERS ical 4) O 2.System is installed with: 4.a ���♦♦ a At least 36"of pipe between filter and heater for future solar heating. b.Cover for outdoor pools or outdoor spm. O 3,Pool system has directional inlets and a circulation pump time switch. O 1115: Gas fated antral furnaces,pool beaters,spa hemers or household cooking sppii:a:ces have no /� R I3 BATT coatinuousav Munn pilot light (Exception:Noatlecaical cookie appliances with aditt<1.0 Sturbr) a INSULATION m Iyptcal 2x4 0) 16" O.G. � E � CL Lighting Measures. C4 0 §150(k)l.: Luminaires for general lighting in kitchen shall have lamps with an e�cacy of 40lumeavwam or 3.16d, typical typical T V greater for general lighting in kitchen. Ibis general lighting shall be controlled by a switch on a readily ao ccudile Gghtin control panel at an entrance to the kitchen. §150(k)2.:Rooms with a shower a bathtub must either have at lean one luminsire with lamps with an emcacy of 40 hmreuMft or grater switched ac the entrance m the room or one of the alternatives to chic requirement N allowed in l!01k)2.:and recened ceilintt fixtures are IC(6suladon cover)approved 2x BLOCKING OBL. 2x HEADER AS REO'0, lyp. MATCH CEIL. JOIST 1/2" GYP. BOARD I ypical typical Date July 8, 2000 Scale 3/4" - I'-0" DETAIL DMWn OF Job S SKYLIGHT m NOOK Sheet July 1, 1999 5 dpldti-0 ... .. v. .-. _.. .. '� g. 1.r .. .. .. .. _. .M... , pi K ry ; :�j *�J� ,; m 1 I •13Y °'t 1 2 3 4 5 8 7 8 9 10 11 12 13 14 ' � +--r , -r-T-�-r-f�-(-t-�I--�r--(-r-�-�-, 4I--�-r-�-i--r-r�--r•�--r-j-r-t--r1-�� (� � I 5� I gl I`uCl+ltu+ a,,����� , REVISION8 BY �R-MCWLK i8� OF r (N) R-30C BATT IN5LLATION (E) ROOF 5HEATHING GENERAL NOTES z�� `- T'; --=- -� -------~------w- END OF (N) 2x10 RAFTER ..�.._...^.�..:�•�.• ._._..._ .-.._.3_-.-.._. a (E) 2x6 ROOF RAFTERS I Q 0 24" O.C. • LUMBE& ALL LUMBER SHALL BE GRADE MARKED, NO. 2 DOUG- (E) 2x BLOCKING--PROVIDE [] LAS FIR MIN. ALL 6x BEAMS DOUGLAS FIR #1 MIN., U.O.N. (3) 2" dia. VENT HOLES w/ PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PSI-74 1/4" SCREEN 0 EACH BLOCK U.S. DEPARTMENT OF COMMERCE, AND SHALL BE GRADE- STAMPED "D.F.P.A.' (E) 2x6 ROOF RAFTERS • CONTRACTOR AND SUB-CONTRACTOR SHALL VERIFY ALL 0 24" O.C. TO REMAIN CONDITIONS SHOWN ON PLANS AT THE SITE PRIOR TO (N) 2x10 RAFTER rn 24" O.G. VERIFY CLIP BETWEEN EACH RAFTER COMMENCING WORK. 515TERED TO (E) 2x6 RAFTERS EN BLOCK C TOP PLATE OR PROVIDE w/ 16d 0 8 O.G. STAGGERED A35F CLIP fA 24" O.G. , (N) GYP5U'1 BOARD (N) 2x BLOCKING PER SHEATHING SGH. AS REQUIRED (E) STUD WALL (N) 3/8" PLYWOOD C- h-1 IF REQUIRED FRAMING NOTES ZO • ALL METAL ANCHORS, FASTENERS, HANGERS AND CONNECTORS ETC. SHALL BE SIMPSON STRONG TIE DETAIL PRODUCTS. OTHER MANUFACTURERS MAY BE USED A ONLY WITH THE PRIOR WRITTEN CONSENT OF BETTA GROUP. 6 NEW RAFTER 0 WALL V If BETTA GROUP SHALL NOT BE RESPONSIBLE FOR LOAD VALUES OR SPECIFICATIONS OF MANUFAC- TURERS PRODUCTS USED IN DESIGN. • ALL NAILING TO COMPLY WITH U.B.C. TABLE 23-I-Q. • COMPLY FULLY WITH THE UNIFORM BUILDING CODE GUIDELINES AND SPECIFICATIONS. (CURRENT EDITION). • ALL GLU-LAM BEAMS AND STRUCTURAL WOOD MEMBERS SHALL NOT BE NOTCHED, DRILLED, END of (Nl (N) R 30C BATT DAPPED, OR CUT IN ANY WAY EXCEPT AS SHOWN INSULATION ON THE PLANS. 2x10 RAFTER (3) 2" dia. VENT HOLE THRU (N) 4x4 POST FESSIpN • STRUCTURAL DESIGN BASED ON COMMON NAIL (E) 2x BLOCKING BOTH RAFTER5 0 12" O.G. P A@ 14Fy VALUES. ANY OTHER NAIL TYPE MUST BE APPROVED 0 CENTER OF 2x6 RAFTER BY STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. (E) ROOF SHEATHING ~ c • THE GENERAL CONTRACTOR SHALL VERIFY ALL DIM- TO REMAIN I (N) 4x12 HDR. 3! ENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS -- ' BEFORE STARTING WORK. THE ARCHITECT OR ENGINEER TOP SPLATE ' • 1 1 1 SHALL BE NOTIFIED OF ANY DISCREPANCY. (N) 2x BLOCKING (N) 2x101 ! I F CAUF�Q A5 REQUIRED - Q 24" OC 2 Q I x TO (E1 'RSrEREp� 5/8" TYPE "X" ' GYPSLr1 BOARD 15" 1 DBL. 2q• O,C 2x6 GEIL. (E) 2X6 (E) 2x4 0 16" O.G. Q JOIST 0 OPENING STUD WALL (N) 2x10 ROOF RAFTER 0 24" O.G. SISTER TO (E) 2x6 RAFTER _ IN 1 1 W/ 16d a 8" O.C. STAGGERED _ _ _ _ '�_ _ Z_ � HEADER 2x10 , 1 rC� 0Ir j 1 ' (E) 2x6 ROOF RAFTERS Z 1 DBL, 2x6 OPENING 0 24" O.G. I II II 81 CIL. JOIST typlcd OPENIG II II 41 � h'PKal if g DETAIL I II Ldlh_ w l (E) 2x6 ' CEILING JOIST 6 NEW RAFTER TO WALL CONN. 1 TO BEI O A_D 0 1 (N) DBL. B 1 FAMILY i Room.I I 2x6 HDR. .�. 0 OPENING 5 III III III DBL. 2x6 B 0 ING - -- `-- RIDGE III(N)2x6 PL.RL-IN • III III - - - OL II - W- - - - • III (N) 2x6 PU1Z_IN • III II (E) 2x6 CEILING " J015T II (E) 2x4 BRACES III III j015TIII (E) 2x4 BRACES III III GEILI (AS OCGLP) i (N) CONT. 2x12 III (�)6 '2ac12111 jGE JOIST III W 4 O o (E: IL- V x x � III g15T�0 III G III (N) CONT. 2xI2 III PER III e6 III Z TF (E) 2x6 PLRLN • ill W (N) 3/4" BOLT CD (N) 2x BLK'(3 TO REMAIN 12" O.C. STAGGERED III III III 0 - III III III (N) 2x12 BLOCKING III III C C V 4' 6 III III JOIST W 6 CEILING I I Ix V C 441 0 (N) 2x12 BLOCKING ( (E) 6,-O" OG, ( G III m40 co (E) 2x6 CEILING JOIST III G III II' ` V (N) 2x12 BLOCKING I III 6 111 III a ,0 SECTION PLAN w III III - C III C III III III Om 2 •- 0. La0 DETAIL m a 6 BUILT-UP DEAN m V 1 WE SECTION A/3 FOR PLRLIN SUPPORTS Q PARTIAL ROOF FRAMING PLAN Dale July 8, 2000 Scale 1/4" • 1'-0" it 0 1' 5' 10 Drawn DF Job Scale Sheet 6 dulfpl-0 T-T1 r 1 I � � 21 T I 31 I ' 41 I T 51 I 1�8) 1 2 3 4 5 8 7 8 9 10 11 12 13 14, i6 r � ,