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Home My WebLink About028-330-015mmmw miff - p, jlpii�l igiiiiiij, III 1Y it "' , 9 42, , if" A 11F a F 111,111fqIly '7 if A171, 51 N If �fl ��Ij A -01RA &6' 0E V� 1010 1 09"Ico�y p 'OR "ER I _ � It, ", �,ol i. � , - I 1 11 � 0 cm r�j� a irif4-- I Py '0 POPW Olfoedbot -rill", T� AL 04, ., � 1�, `� �A, Ad 11A [J] fflj W, kr il -11"I or the . 1, , I I 1 -7 i� 1� , , ", s) f InPAMR rt W zi; �;'99 Z ..VA,V�'* 04 Ji 11" kt, the F61 &Q� jojrk- 4 , " , "' 7.4 S tP`� OT", ih i rurid from neiglibbe is well I r,tv ajotance between projr%ed 7. Distance 66c4tton & sewage oystem. ing building's- �On- 8. own vater sUppXy�or well 10CBt 2 'Lot size. Stree e t nam s &�front�4ge, of lot )roperty lines. 9. ing set baclKS rom I I 3. Buiid sed n acale. 4. Tpcation of sewage rystems (propo- 10. North directio -nu ber, dr 04stiog), ii n rpa o ays & bodi0r, of vatero 12o tA e06 tt r. ny'drainage W 50, �A 14 t 'j �4 t 1,7i 4. L,4 34 4'A 14M -41 jq-q- Pin L JTJ 71 1�t.7 3 Ael T11 71 1 4,- 71 4'11vvil 4 01dq, be 5 ft. from fhe �4 sido proporty r1no and So ft. froM fho Of f1lb I'00d, pOrMtiff Ing a mclx*fq 02fi. Cave Wvbrhang ent* 4 Ire -f all 605emeofs. out 0 -4-+ �4,,)" kj t .4- p#4 Vi, 99,Tlt" -.4.4 t pi 7 4-11 ev L f9 44 + -4 , 4 44', 4 t 7 + 41 + 14 40. drain sfub-put f SOPfic Vr-fem and loccif ion of build. # .p 60 cis per -t -j T- T Nffo County HavIth, Ae&, i8i 4. 1 - - 4,j J 7 al 4 Zj fi 4 + J1, 4� Mm"T, i4 j-4 4 E. 44. + Aq ot. MR, - WN W_� 3t BUVE COUNTY BUILDING41 DVARTMENT VN kj v v AP v N SHEET NOTICE TO ALL BUILDING 1315PARTMENTS. DOME DIAMETER RIO DEL MAR THESE PLANS SHALL ONLY BE USED WITH A DOME MANUFACTURED 13Y CATHEDRA- CAt IT Cr PLOT PLAN tjTE 0QMES REPRODUCTION IN WHOLE OR IN PART IS EXPRESSLY FORBIDDEN. NO Co PYRIGHT B VQ15 j AX O'k RO BUILDING PERMIT SHOULD BE ISSUED WITHOUT SPECIFIC DECLARATION ON SAID Y R10 DEL A R HITECTURAL U UP, ING, PERMIT THAT A CATHEDRALITIE00ME STRUCTURE ISTO BE USED IN CONSTRUCTION MAR, I NC, -------------- pm I Or SAID BUILDING CATHEDRALI""DOMES A88UMESNIO RESPONSIBILITY IN THE USE P 0. BOX 880 APTOSCA.95003 408 — 688 - 2615 OF THESE PLANS FOR CONSTRUCTIONIPUHPOSES JOBLO N IN K Ir, - n -f f- If- , 41 1"If I 110p III PIT -1 qyfilp pift PIR I., ffi ITIff - Flq�ip W -F I R w:44ji"m1fif I - F fill 9 if FTNI11111114 10 q1111111111p 4 Fwt f 111, i Ir � , I;, I : �11 , 11 1 T� . , p - T C �1, ;�, 1 11 1 , A - , , I AMURA ERMIL KN CUL t 'A t .2 3 4, U pl, Y IK4P F 11:�N t qk "a" bf,� 4, bott' forlth 9P OTI d t 01, 0,00 10 ZT . ...... �L �ve, Z4 c I 0i 4 4 99 zq, RG TX� 04, 04 T F 0 &I lita JfW ALL, DUCTWORK MATERIALS AND INSTALLATION IN ACCORDANCE WITH SMAGNA MANUALS. FIBERGLASS E N E R A L NOTES DUCTS TO BE' UL, CLASS, 1, OR DUCTS SHALL BE INSULATED SHEET METAL, EQUIPMENT WILLPROVIDE leaend & symbols THE HIGHES PERFORMANCE EFFICIENCY AVAILABLE IN REGARD TO ENERGY USAGE. BALANCING T * ALL MEASUREMENTS TO BE FIELD VERIFIED, DONE BY INSTALLING SUBCONTRACTOR TO PROVIDE COMFORT WITHOUT UNDUE NOISE OR DRAFTS. 91.18PONTRACTUR WILL INSTRUCT OWNER IN THE, VARIOUS OPERATIONS OF THE SYSTEMS, 0 FIXED SASH SIZES TO BE JOB MEASURED IN ALL CASES INCLUDING SKYLIGHTS. OBTAIN MANUFACTUR- CONTINUOUS. PIECE MISCELLANEOU,�� ERS DETAILS FOR STOCK SASH AND GLAZED DOORS, (At ELECTRICAL FIXTURES, EXHAU ST FANS, CONTROL DEVICES, APPL PROVIDE FIREBLOCKING BETWEEN STUDS ALONG RUN OF STAIRS ADJOINING STUD WALLS AND AT ,IANCESIETQ,, WHETHER INDICATED OR IMPLIED, ARE NOT FURNISHED HY CATHEDRA.LITE, DOMES, TOP AND BOTTOM BETWEEN STAIR %.STRINGERS. 9 CATHEDRALITE DOMES I RISER WALLS ARE A STRU(*TURAL FEATURE OF THIS BUILDING, THEREFORE DOUBLE TOP PLATE SHALL HAVE MINIMIIM OF 48" BETWEEN SPLICES. LAP PLATES AT INTER- 'OR SHIM I ) BLOCKING SECT I N G WALLS, CATHEDRAL,ITE DOMES gALIJ�_QT ASSUME RESPONSIB14ITY FOR THE STRUCTURAL INTEGRITY OF THE PROVIDE APPROVrD BUILDING PAPER UNDER LAPPED SIDING, APPROVED FLASHING AT EXTERIOR BUILDING UNLESS THE RISER WA,LL SYSTEM IS SUPPLIED 13Y CATHEORALITE DOMES MANUFACTURING OPENINGS, FACILITIES, REARING WALL PROTECT ANY EXPOSED FRAMING (DECKS) WITH TWO COATS OF AN APPROVED WOOD PRESERVA- 0 ALL WORK TO BE EQUAL TO OR BETTER THAN �IIE REQUIREMENTS OF THE UNIF013M BUILDING CODE, T I VE. NON-81[�ARING WALL UNIFORM MECHANICAL CODE I NATIONAL ELECTRICAL CODE , UNIFORM P.LUMB;NG CODE , L.ATEST APPLIC- ABLE., EDITIONS, AND ALL FEDERAL, STATE, AND LOCAL ORDINANCES AND REGULATIONS. NOTHING IN MASONRYt HOLLOW MASONRY BLOCKS SHALL BE ASTM C55, GRADE A MINIMUM 28- DAY COMP- MASONRY THE CONSTRUCTION DOCUMENTS IS TO RE -OONSTRUED TO PERMIT WORK IN CONFLICT 'WITH THESE STRENGTH OF 2500 PSI OR GREATER. TYPE IVI WITH MINIMUM 28- DAY COmPRES- PLY WOOD RESSIVE MORTAR RULCS AND REGULATIONS, SIVE STRENGTH OF 2500 PSI OR GREATE R, REINFORCEMENT To HE DEFORMED TYPE GRADE DO NOT SCALE DRAWINGS, 40, Fyz 40,000 PSI, PLASTER OR GYPSUM BOARD 0 ANCHOR BOLTS NOT PROVIDED WITH DOME KIT. I I FOUNDATION VENT 9 FACTORY SUPPLIED METAL :CONNECTORS ARE SILVER. DUPLEX PLUG GROUND FAULT INTERCEPTOR- DUPLEX PI -UG tion requirements construc'" IL S 120 VOLT SEPARATE CIRCUIT CONCRETE: FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH MINIMUM BEARING VALUE OF WOO Psy REGARDLESS OF DEPTH SHOWN. CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 2,000 PSI 220 VOLT OUTLET AT 28 DAYS, PROVIDE 24 a x a PADS UNDER PIER BLOCKS, BOLTS, (ASTM A30'N') 1/2" � X 10" HOOKED, SPACED AS DRAWN, OR AT 4`-0". 0. C. MAXIMUM, WALL FIXTURE REINFORCING,* INTERMEDIATE GRADE (40 G) DEFORM -ED BARS , FREE OF RUST AND SCALE. LAP 40 CEILING FIXTURE BAR DIAMETERS AT SPLICES,CORNERS AND INTERSECTIONS. d'X6"/ 10"X 10" WELDED WIRE -FABRIC IN ALL SLABG ON GRADE. r4--3 eabbreviat,tons V., fj RECESSED CEILING FIXTURE CARPENTRY AND FRAMING: LUMBER GRADED IN ACCORDANCE 'WITH W.C.L, 1,13, RULES f6 AND DELIVERED GRADE MARKED TO THE. SITE'. PLYWOOD IN ACCORDANCE WITH U, S. PRODUCT STANDARD FLUORESCENT FIXTURE (EXPOSED TU BE) 1-74. ALL NAILING NOT SPECIFICALLY SHOWN TO BE IN ACCORDANCE WITH TABLE 25- P A/C AIR CONDITIONING 0, D- OUTSIDE DIAMETER FLUORESCENT FIXTURE (CONCEALED TUBE) U. B.C. LATEST APPLICABLE EDITION. A C. ACOUSTIC(AL) O� F, 8, OUTS I DE FACE 'OF STUD LUMB ' ER GRADESll A. B, ANCHOR BOLT RT. D.F� PRESSURE TREATED DOUGLAS FIR VAPORPROOF CEILING FIXTURE MUDSILLS; FOUNDATION GRADE REDWOOD OR PRESSURE TRE-ATED D. F, A DJ, ADJ U STABLE PTN. PARTITION /ZN 11 EXHAUST FAN (CEILING) MI N. 300 CFM AT RANG E HOOD STUDS, AND NON- STRUCTURAL BLOCKING: # 3 D. F. (f t 800), OTHER FRAMING MEMBERS TO BE, 44: 1 D, F. A.G,D. F APPEARANCE GRADE DOUGLAS FIR PART BD, PARTICLE 'BOARD, 100 CFM ELSEWHERE ALL UL f = 1750,150-0, 1350,1200 01 UNLESS OTHERWISE NOTED, AL. ALUMINUM p B. POST BASL 10�f—EXHAUST FAN (WALL PLYWOOD SU,BFLOOR-- 3/4 C -C EXT -APA UNLESS OTHERWISE NOTED, ASB. ASBESTOS P C, POST CAP LABELED. PLYWOOD SHEATHING. 112" C- C EXT- APA , STRUCTURAL 1. A.T ACOUSTIC TI. L E PL, PLATE TELEPHONE EXTERIOR FINISH PLYWOOD,, As SELECTED, APPLIED OVER Ip#- FELT LAID SHINGLE FASHION, B D, BOARD GliNERAL REQUIREMENTS; BRACE INTERIOR WALLG WITH I' X 4-1 LET IN DIAGONALLY AT 10'-0" 0. C, BLK. BLOCK P S. PLYWOOD SHEATHING la TELEPHONE EXTENSION REFER. REFRIGERATOR INSTALL SOLID BLOCKING OR DOUBLE JOISTS UNDER BEARING WALLS, SECOND FLOOR MAY NOT BE BLKG. BLOCKING SUPPORTED By DOME SHELL BUT MAY BE SUPPORTED AT OPENINGS, SEE SHEET X-4 SEE C.b, 'CATCH BASIN R/F REINFORCED TELEPHONE JACK R.H.Wls. ROUND HEAD WOOD SCREW FLOOR PLANS FOR PLUMBING , HEATING , AND VENTILATING REOUIREMENTS, COORDINATE WITH THESE CEM, CEMENT TRADES. METAL FRAMING CONNECTORS SHOWN ARE SIMPSCIN OR EQUAL. C, G. CONSTRUCTION GRADE R WD. REDWOOD JUNCTION OOX C� I� CAST IRON INSULATION; ALL EXTERIOR DOORS AND MAPIUFACTUR�D WINDOWS TO BE FULLY kATHERSTRIP- S. B. SOLID BLOCKING C LG, CEILING S. c� SOLID CORE TV ArRIAL. OH CABLE CONNECTION PED TO MEET AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL, STANDARDS INSTITUTE C.L.S. CENTER LINEOF STUDS 1972, PARAGRAPhS A1�34,1, A134.?, A134�3 AND A13414 . SCRI SCREEN 3203'(d,) 1 2, 7 AND 8, TABLE 32-A. C. 0. CLEAN OUT sH. SHELF BUZZER OR CHIME OUTTCN ROOFING: ALL IN ACCORDANCE WITH U.B.C,, 1973, PARAGRAPHS CONC, CONCRETE SL. SLIDING E LECTRICAL SMOKE bETECTORS TO �BE CASTRON " SMOKEGARC" 700 OR T70, MARCOLITE 2001 CSNK. COUNTERSINK (SUNK) S, I M. SHEET METAL --- 1=r—BUZZER ON rdIIME OR 2002, OR EQUAL AND APPROVED,. CAPAB�-E OF ACTIVATING AN ALARM. PROVIDE EUFER DBL. DOUBLE, -'��MAIN BREAKER OR PANEL GROUNDING METHOD AT SERVICE CONDUCTORS IN ACCORDAN'CE WITH N.EIC, LATEST APPLICABLE D, F, DOUGLAS FIR S, a R S I HIELF AND POLE S.S. G. 0. F SELECT STRUCTU R A L GRADE W -a2 S U.8 PA N E'L EDITION, DR(S). DOORIS) DOUGLAS FIR SH6WER AND TUB AT WALLS (OTHER THAN FIBERGLASS) APPLY IMPERVIOUS FINISH TO HEIGHT D, S DOWNSPOUT F+- H. e, HOS E 8 18 OF 6'-0". BACKING ON WALL TO BE 1/2 " C -C EXT-- APA, D.W. DISHWASHER T, C. TRASH"COMPACTOR T, E. N TYPICAL EDGE NAILING GAS KEY BUILT UP ROOFING* BiRD W15-2 MP, 20 YEAR 13ONDABLE ASSEMBLY, OR EQUAL AND APPROVED EL. ELEVATION 1-4 AS FOLLOWS; E Nr, L;. ENCLOSURE T 8 G TONGUE AND GROOVE MATERIAL WEIGHT IN THRESH. THRESHOLD EXP. EXPANSION F� G )FUEL GAS SUPPLY StZE) I LAYER 15* FELT. .15 U B C UNIFORM BUILDING CODE EXT� EXTERIO'R 2 LAYERS MULTIPLY .80 G VERTICAL GRAIN THERMOSTAT FRESH 2 MOPPINGS (254 EACH) HIGH MELT ASPHALT. 50 F, A. AIR I MOPPING LOW MELT ASPHALT 60 F D. FLOOR DRAIN V 7`� VENTED WARM AIR REGISTEH (5L.00R) V, VERTICAL ROOPIN G GRAV!EL, 1 /4 " T 0, 5 /8 " (SL A G 300* 400 F G. FUEL GAS W H. WATER HEATER TOTAL WEIGHT PER 100 SQ. FT, '605 F H -W. S FLAT HEAD WOOD SCREW WARM AIR REGISTER (WALL) FIN, FIN I SH W P. W EATH ER PROOF WATERPROOFING AT ALL PERIMUER WALLS BELOW GRADE AND WHERE NOTED ELSE WT SP, WEATHERSTRIP WHERE , APPLY THE FOLLOWING. FL, FLOOR FND. FOUNDATION W W. F. WELDED WIRE PABRIC LAYER COLD, ASPHALT EMULSION P o. H.c. FREE Or HEART C`I�NTER COLD AIR RETURN' (WALL) I COAT C -13-E CCA -0 EMULSION F% I LAYER 11 YELLOW JACKET" FABRIC F103. I -ACE OF STUD COLD Aik RETURN iLiNG) 1 COAT C --13-E COLD EMULSION �G A. GAUGE OC OVER MEMBRANE APPLY RIGID FIBERGLASS INSULATION BOARD,I G. D. GARBAGE DISPOSAL G L. GLASS SMOKE DETECTOR 0 SPECIAL INSULATION: 21' FIBERGLASS BATTS AROUND PLASTIC SHOWER AND TUB WALLS GYP GYPSUM 0 ARD OR E LpCTfN9 ioli -R �,,Fl 312- W 14 Gt.,,-RpNC W6WN, (,�gE TO'SCAL (BETWEEN STUDS) AND UNDER SHOWER AND TUB FLOORS. ON ALL PLUMBING SUPPLY LINES H, 8, HOSEBIB L INSTALL TRI SOLATORS AROUND PIPE WHERE PIPE PASSES T�AROUGH ANY WOOD MEMBER. H. C, HOLLOW CORE APPLY 2" BATTS ON INSIDE SURF AC E OF FLUMBING PIPES AT EXTERIOR WALLS AND ELECTRIC WAL.L HEATER, WITH PAN, 110 VOLT, 1500 ON BOTH SIDES AT INTERIOR WALLS. H 1) R. HEADER WATTS,SEPARATE CIRCUIT, INTEGRAL THERMOSTAT. 6 HEATING AND/'OR AIR CONDITIONING, THE FOLLOWING ARE THE RESPONSIBLITIES OF THE HORZ HORIZONTAL HR, HANDRAIL S1UBCONTRACfOR FURNISHING MATERIALS AND LABOR FOR THIS CONTRACT. EXTERIOR )z H, S, R HOUSE SERVICE PANE L PLUG 1, PROVIDE HEATING AND/OR AIR CONDITIONING AS INSTRUCTED BY OWNER. INCLUDE ALL LABOR, -p MATERIALS, EQUIPMENT AND SERVICES TO MAKE A comr,,LETE SYSTEM. I D INSIDE DIAMETER 2, REVIEW AND COORDINATE WITH ALL OTHER WORK. J T. JOINT EXTERI FIXTURE W P. 3. CUTTING OF STRUCTURAL MEMBERS NOT PERMITTED. DAMAGE CAUSED BY CUTTING TO BE K D. KILN DRIED REPAIRED TO MATCH ORIGINAL, KN, DN. KNOCKED DOWN PERFORMANCE OF SYSTEM; DESIGN CONDITIONS TO BE USF.,'.D SHALL BE IN ACCORDANCE WITH L,S� LAG SCREW THE LATEST EDITION, OF THE ASHRAE GUIbt EXCEPT IN CALIFORNIA WHERE THE STATE ENERGY 8, M AC HIN E BOLT OESIGN MANUAL SHALL BE USED IN CONJUNCTION WITH T14E ASHRAE GUIDE, M FR. MANUFACTURER tat M7 L METAL M, W. MICRO WAVE N AT. NATU k At 0. C NT ER ON Cr. it NOTICE TO ALL BUILDING DEPARTMENTS. -. lv/ r RIO DEL MAR COPYRIGHT GENERAL THESE PLANS SHALL ONLY18E USED WITH A DOME MANUFACTURED 8Y CATHEDRA- OT I T LITE DOMES. REPRODUCTION IN WHOLE OR IN PART IS EXPRESSLY FOR13IDDEN No K BUILDING PERMIT SHOULD BE ISSUED WITHOUT SPECIFIC DECLARATION ON, SAID RIO DEL MAR 1.A&Ap"6uH1TECTURAL GROUP, INC. INFORMAT ION P�RMITTHAT A CATHEDRAI-ITE DOME STRUCTURE IS TO BE USED IN CONSTRUCTION I I C OF SAID BUILDING CATHEDHALITE'DOME$ ASSUMES NO RESPONSIBILITY INTHE USE OFT4SE PLANS FOR CONSTRUCTION PURPOSES P. 0. BOX 880. APTOS,CA.95003 408- 688-.2615 "-"W -Anuffo� Nowlin MORMON R 131 "fill ii1lipplill r-11 fill 1111111ilij v " � lifl qjj ]ICI Fil Tlf I fill J, lippI111111 III Io, " F��l I i NIQ (Ijflli�lElif fili 14 h Po 11c, AM M 'UGE Mu(�Y` G U �A `*UT H M? ILL G; ICC�,1011111`111v,-I) �1111 III', �A C J-4 i4r e- 14. 1� 0 too CCA 'MU I r '! w oo yp POP n KV or I h t, forfhoboOtj OVER ell I jj - pL �A 0 4 9 t4 04 09 !T # 4 =A, t1*4 C- p 14 Cl ZIA VK 4-1 V. MZ W1, PWIN11111 4- 4�- ow A* YA e 1V I RV jj� -A tv%,v k ctl vm - 1-4 �i� e -T MR. 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A A F F ............ . ....... 4) A .. ........ _115/ w 15 8 jR A 19 A 500 eo f ront elevation 52 15 5 OPENINGS A X: X. FND TO BE legend MODIFIED TO ACCEPT EXTRA ......... . 0A PAREL NUMBER 3901 PANELS. A c PANEL NUMBER 3902 39 c PANEL NUMBER A3999 E H G 08 PANEL NUMBER B3999 08 42 PANEL NUMBER C3999 21 c D PANEL NUMBER D3999 A A A OB A PANEL NUMBER E3999 frnnt Pdpwntunn C9 _r2 %woo TENSION STRAP LOCATIONS '00 -1 (SEE 13/X-4 FOR STRAP DETAILS) NO OPENINGS 01 z ERECTION SEQUENCE A <1 fill, PANEL NUMBER F39% A A A NOTEI OE ALL STRAPS AND TIE DOWNS TO BE IN PLACE ON RISER WALL BEFORE ERECT - 7 A ING DOME, -ALL STRAPS ON DOME SHELL TO BE IN PLACE IMMEDIATELY AFTER ERECTION assembly plan BEFOR5, ANY LOADING coND-mw4 occuiis.� 5 OPENINGS P OF FJ 13 �D�4 CANOPY 0 ......... . . . .... .... A A .. .... ......... ... ...... 01 ...... ... .... .. ... ... ...... B F. ............... ..... ............ 3 ...... ... .. 7 ......... ... A A ... .. ... ... ... ... ... .... x X BUTTp, cOUNTY 3 DEPARTM.51NT BUILDING ILI assembly plan, AP P Ru Ev I , nN N 0 OPENINGS NOTE NOTICE TO ALL bUiLDING IDEPARTMIENTS: s2de elevation THESE PLANS SHALL ONLY BE USED WITH A OVAE MANAUFAcTURED BY CATHEDRA- -SIZE OF RISER WALL VARIES - SEE ELEVATION SHEET. SEE SHEET X - 5 ReSSLYFORBIDDEN. NO FOR RISER WALL CO NsTmUcTiON mETHoD WHICH MUST 13E COMPLIED LITE DOMES, REPRODUCTION IN WHOLE OR ON PART IS EXP , IL E in CATHEDRALITE 4SSUMES NO RESPONSIBILITY FOR STRUCTURAL SUILF. N.'4(-'# PERMIT SHC�IJLD BE ISSUED WITHOUT SPECIFIC 0 CLA ATION ON SAID WITH, 5 OPENINGS PERMIT THAT A'CATHEDRALITE DOME STR UCTURE IS TO BE USED IN CONS", RUC- ',j FAILUAF,8 OF ANY TYPE_ RESULTING FROM EXTENSIONS AND/OR RISERVIALLS, TION OF SAID BUILDING. CATHEDRALITE DOMES ASSUMES NO NOT PURCHASED FROM CATHEDR4LITE., THE USE OF THESE PLANS FOR CONSTRUCTION PURPOSE& SHEET RIO DEL MAR EXTERIOR ELEVATiONS' COPYRIGHT 39' dome ARuH1TE('%;TU,RAL GROUP, INC BY DEL MAR & ASSEMBLY PLAN Ain I I �NC. SCALE- 1/ 1-0 4= P. 0. BOX 880 95003 408- 688-2615 APTOS&& Jill 111111,111111111 li I III 'ill 11 Jill .1111111111liq $IiIJ I'll i I 101 if i 1[ i[pi TpI1111111 I Jill 11111111 111111111, lIjIII1ilIl1JIjjjIj��j flijijyjiji,j,,� '4)1 !lay �1 I . Jill 111111 1.2 1-3 14, 4 41 A It 1).7 N" J_� -%CCURACY GAUGE GfZA Down MICRO -CUT H, F V R x� am to te rum" f� WON Precision trimmed re 04V 1�4 1A. - you getpapefr's thart, �for the bf�,sit in-PA.Fomcvtn I zi ot 0 9 V 'OZ 94 04 �89 '4,9 V"4 9 -Fii M 'i 06 ap 9$ 179 Ze 08 84 RZ 17 Tm I j % ........... 4 w, 4. ................ o o. i I A ITT. 0.' "1"' 1041 "'15TAL AREA= o-!, IC, rZ4�,�10 M5,-r5F* to?. w,,x r,�rmexr,wsi7- ONLY Ar V1� 1, . � *C� j,1AX siNaf.. GitA 'NG' AUDWO= IS T IG X10 WOR T 0 4X 11i AM 'FOR HEAVE. �A "14 is building RESIDENTIAL ENERGY RE9,;IREMENTS for Ai The minimum STATE Tnmp, are: ...... Degree Days, ancl Design Insulation: zing: 0-0 Leo Slab edgo *13 Singlapallowed; Sq. Fdm. Walls Z Single-achial: sq. ft. Floors . . . . . R-- clal-allowed; sq. ff. SPC 1 44 Walls - R P. cbo Specl"il-aclual; sq. ft. R' 6 C.N Vapor Bareier nof re �ired i rob rtv/ R A,00f - Circulafing p;pes cerf. & 16 Mfg, Wds, & Drs. GLA� 'JS� -0 Hig. TA.0 Exhatist Pans V-4 1% inging Doors Ducts Table 10-D UJAIG Swi w'"11,61 S4"rjPr)Cj J�, I -MP vrml 5-P, Type 0,ov-iA Ga 'Lill -e(- 111iii STU Max, All Applianc v i� as n Wfr, Hfr Type i.0 -1 -- I Ot6er: 3E. 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ENGINEER'S '.1 HIS PROJECT ANDI,'OR WILLBE CAUSE LIABILITY POPi T FOR L15GAL AOTION OY THE ENGINEER AGAINST THOSE m P PARTIES COMPROMONG HIS DESIGNS. ... ..... . . ............. mR ET SHE LL Tfje$l� KANS'8HA -0 WITH A MANUPAOTURED'SY 0,,ATHe,,0nA- t:VK A DIAMETLE FM'E DOME NOTIC11i TO ALLBUILDING 05PARTMENTS,: DOMI� 9K A ION IN; WHOLE No opyf3 9XPR , ESSLYm A 'L T JIGHT Syr CATH8DRii A (.jC U,$T Lit BUILDINO POIMIT SHOULD pe� ISSU150,- WITHOUT SP8,01B C-OF-OLMATIoN �bN S '11) - `EAMIT14AT'A CAT, r 0 D R,-O..B�O`X 880 APTOb,, CALIF. U0, I N , : # LIT5 OMES 'i ...... 6" L. J0 3 K -'ON$-r8 T16NPURP0 M 4'0�8 68 1W -AN$ PORO -S - C)f SAID OUILOING. 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' FOOTNGBCONCRETE��INTERIOR PIER �p �11 Y'4- STEM WALL WALL FOOTI N STRUCTURAL PLY POSTS C14EIR 4 LONG FDN, EXTEND: I I/2 w OUTSIDE OF UOME SHELL I ,�.� . Yo " ANCHOR BOLTS ARE 3" FROM EDGE OF SLAG � ..., 4�; Ft@ 2 x 6 DIAGONAL /2 A.B.- SEE OPING' DOUBLE PLATE FOR . CH�DULE BELOW BRACE W1 1/2e 21FACTORY BEVEL ,0* SNOW LOAD. � M.S. OR 6"20d SEE SLAB NOTE DETAIL 4 / X-1 � Ft ATE POST EACH BEARING 2- Hoops5; M, F�.ASHING POST BASE 4 -�*4 POWDER MiVEN BOLTS L8 32" 0 C. MAX., d" RTC, F. SILL 8TOP OF FDN,... x $ x 16 CONIC. �L BLACK GROUTED SOLil1 z sEE s-4 _ 4R1i1➢_. w_owwM .y[jYl ��Y �� - K.e 7 .. __ DOME DIA, NO. BOTS �m• •� MiLLED 2"94" .. _ "t 6 "' PTD,F SILK 15 SQ` 12 DIA. MIR BEVEL PLATE . I/2"� AN('.r+')P' 800S W/ ? MIN, EMtsEDCMENT R 18" DIA. - --- SEE X - 45 I 34' 8 SEE '`"AA LNG PLAN FOR 'S^.ZES 35 7 All s r s I' Fj; i jj- It P111, I I I I MIrliq opw -7,qll 04 1 nf "TrIFfikifP1111 P1111fil oplfoply rpirlao! F11111f III lj� IIJX0111114 i qq 3w C RX X V GAI G U" ERMIL1 HA M, 514 7421,1i". CUT ;1A 04HIcow, le rItilmnnod "O.M.to f n, r OQ a op�wsfh al feed batfp-T�,�-t y v Popets w q V. for obost In �kpf 9 0, `w' Z8, 09,;, 04 .94 V4 '44 01 �8 06 so .Ot :05� 914 --0 99�: '7 - in rl t ilrr-.-M AF 1, j� N p, 7f7 I , q, - I T t "t f7 ','I. IT Ffltl, I muffitil'A 111 i Ullittil FOIL, FACE EXTERIOR SPACE EXTERIOR SPACE EXTERIOR SPACE EXTERIOR SPACE I TECHN IFOAM FRAME SHEATHING FRAME SHEATHING FRAME SHEATHING FRAME SHEATHING INSULIATION FOt 4" tj to 4 i'x 6 to 2 x 4 FACE 2 x �'x 4 STRUTS STRUT` STPUTS STRUTS A STRUTS N It N 3P FIBERGLASS EXTERIOR it 3 it MONO -THERM n��, . . 6 INSULATION SFACE FRAME 3 FIBERGLASS 11/2" TECHNIFOAM 51/2" F113ERGLASS iNSULATION INSULATION SHEATHING INSULATION JNSULATION INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR FINISH F.INISH FINISH FINISH FINISH M, tem, system 2 syste ja system 3b s%istem 3c X-2 �. �-2 2 r-9 r — 13 r 16 r -18 r-19 EXTERIOR SPACE FRAME I TECHNIFOAM --EXTERIOR SPACE INS FRAME M.ATHING SHEATHING ULATiON F EXTERIOR SPACE 4�1 EXTERIOR SPACE FRAME SHEATHING CA FOIL FACE .. FOIL FACE IL FACE FRAME SHEATHING 0 10 Y, 6111 2 TECHNI 2 TECHNIFOA of It p 6 to INSULAT ION STR UT S INSULATION 2i1x 4 it 5 MONO-THER 2 it x t -RUTS x XTERIOR INSULATION STRUTS 67 RUT S STRUTS CE FRAME I TECHNiFOAM 2 TECHNIF,,OM 2 TECHNIFOAM AEA7HING iL INSULATION !NSULA10fy 11/2" FIBERGLASS INSULAIION FOIL F01 L INSULATiON .... FACE FACE ---- FOIL FACE IN TERIOR INTERIOR r� TERIOR FINISH INTERIOR FINISH INTERIOR F,NISH FINISH FIN I S H s stem 4 a custem 4b system 4 c, system 5 9 system 0 —y X-? \. �-2 X-2 �X-2 \I2 r- 21 r-24 r otow r-30 r 39 R-11 SUBFLOOR BATT OR ------ R�11 MIN, RIGID LANKET IF INSULAT F9LT STRIP OR SEALANT Typ. HERE (I!/X-2) ROOF AT SOLE ANL DISREGARD AREA, THIS DETAIL. SILL PLATE .......... ........ ... ...... q 3�2" FI.BERG\ASS 2!i- 0 MIN . ....... ... i . . - LFLOOR JOISTS INSULATION .......... -11 MIN, I ..... ::0-- N i i -r p .......... SIC ALE It'= 1'-0 ............ n -y ...... w od f loor insulation r-11 x 0 ... ... .. ..... .. ... . ..... ... ...... FLASH TO NEAR ........ ...... ... ............ ..... . .... GRADE -h ...... ....... 6 MI L V1 SO UEEN OVE R RIG:` INSUL. *1 "f1j, lif, i. -I WEATHERPROOFING ENTIRE CRAWLSPACE FLOOR TYP. ....... Nuff SEE MANUAL FOR R -VALUE ... . ...... I ........... stem wa I I alternate b ..... .... �X-2 .. .. NO SCAL N 0 L 0 00 ...... SCA E E insulation a . ........... WALL ::. d o.; -gt 0 % AREA .. ........ 7061 ...... THIS SECTION TO BE COMPLETED BY OWNER: -i i if .. ......... CATHEDRALITE DOMES ENERGY DESIGN MANUAL) ------ --- (REFER TO slab insulation DOME SIZE FLOOR AREA (FROM FLOOR PLAN SHEET) bL NO SCALE RISER WALL HEIGHT I N lEffi TOTAL GLAZING 'SINGLE DOUBLE Qf ROOF AREA RIGID INSUL. W1 FLASHING LOCATION X-2 AND W. P. (SEE G SHEET) DEGREE DAYS FUEL TYPE X. Mill' BE SUBSTITUTCA) FOR WALL AREA INTER I OR INSUL,., R VALUE FOR AREA BUTTE COUNTY TOP PLA HEAT LOSS FACTOR (FROM APPENDIX D) TE 00 RTMENT NG DEPA v BUILD oe, INSULATION SYSTEMI R F. —R % N. BA 77 OR WALLS R= P R 0 \,v/ E D PLAN KE T ,IF ,).E MANUAL FLOOR R= FOA R -VALUE Ito Az: 4L"4.1 1 0,oI .5 14 basement wa 1 0" ,)t 10 SCALE NO' SCALE insulation SHEET �M NOTME TO ALL BUILOING D.EpARTMENTS. RIO DEL AK THESE PLANS SHALL ONLY BE USED WITH A DOME MANUFACTURED SY CATHEDRA- MR,"SULATION DETS Al La LY FORBIDDEN, NO COPYRIGHT BY LITE DomEs, AEORODUCTION IN WHOIX 091 INPART IS EXPMESS SUED WITHO L SpCGIrIC DECLARATION ON SAID IBUILOING PERMIT SHOULD BE IS U`T too �D&ftA ARCHITECTURAL GROUP, ING, TUME IS TO BE USED IN CONST19UC- RIO DEL MAR, SCALE 1/2 i- 0 UNLESS NOTED PERMIT THAT A CATHEDIRIALITE DOME STJUC MES NO IRESPONW6ILI4r'-e`!", ILITE DoMtSI "SU CATHEDRAI PURPOSES, I NC. P. 0. B01\#K` 880 APTOS CA. 95003 408— 688- 2615 rI,4� Q4 wHEsE PLANS FOR COOWMUCTION 41 41, too Y 117 39 ow 01 S 8115/8" B 941/1 H 665/8" All A 166%, 5 , -I- s 1" 8310 I B K 55 '/2 u X53 2 1 it 4 isa 39 ow 01 S 8115/8" B 941/1 H 665/8" All A 166%, 5 , -I- s 1" 8310 I B K 55 '/2 u X53 2 1 I` 83 10 841/2 41 41 421/411 42 1/ " 4ry I it 4 I` 83 10 841/2 41 41 421/411 42 1/ " 4ry I 7311/161110' ba u -mo-361/4's 361/4" 416" 3613A6 BUTTE COMITY. Y4" 0 t, BUILTAi',10- DEPAP(DALK' it SCALE - -SCA. SCALE 'A 0-0 SCALE io Rah J SHEET NOTICE YO ALL BUILDING DEPARTHEKT641 THESE PLANS SHALL ONLY BE USED WIl A A DOME MANUFACTURED BY cA'r'v4bflA,. RIO DEL MAR IS EXPRESSLY COPYRIGHT BY SI�EETROC�C, LITE DOMES, REMODUCTION IN WHOLE Oflt IN PART EwLy FORIUbDEN., 040 f'.AT FET& BUIr LOING PER SHOULD BE ISSUED VOITHOUT SPECIFICIDMARAVON ON SAID R10- DEL L;OnlmL�►YU'AllC HITECT URAL U P NQ RR URO 3 i OfAMIT THAT A CATHEDFIALITE'DOWE _STAUCT R_ `-USED IN CONSTAL MARx u E OS TO IW Tl()N OF SAID BUILDING, CATHEDRALITE DOMES AWUOE6 P40 RESP0001BILITY IN INC* USE OF THESF_ PLA*sPoR cokstRUCTiON PUMPos", SCALE AS NOTED, P. 00 BOX 880 APTOS CA. 95003 408-688- 2615 c", it Ys 41 7311/161110' ba u -mo-361/4's 361/4" 416" 3613A6 BUTTE COMITY. Y4" 0 t, BUILTAi',10- DEPAP(DALK' it SCALE - -SCA. SCALE 'A 0-0 SCALE io Rah J SHEET NOTICE YO ALL BUILDING DEPARTHEKT641 THESE PLANS SHALL ONLY BE USED WIl A A DOME MANUFACTURED BY cA'r'v4bflA,. RIO DEL MAR IS EXPRESSLY COPYRIGHT BY SI�EETROC�C, LITE DOMES, REMODUCTION IN WHOLE Oflt IN PART EwLy FORIUbDEN., 040 f'.AT FET& BUIr LOING PER SHOULD BE ISSUED VOITHOUT SPECIFICIDMARAVON ON SAID R10- DEL L;OnlmL�►YU'AllC HITECT URAL U P NQ RR URO 3 i OfAMIT THAT A CATHEDFIALITE'DOWE _STAUCT R_ `-USED IN CONSTAL MARx u E OS TO IW Tl()N OF SAID BUILDING, CATHEDRALITE DOMES AWUOE6 P40 RESP0001BILITY IN INC* USE OF THESF_ PLA*sPoR cokstRUCTiON PUMPos", SCALE AS NOTED, P. 00 BOX 880 APTOS CA. 95003 408-688- 2615 c", : r Y 4 4 1 7I� 11 I [ illk 161 VIN1 � 611 61 161 61 1 I , 1 11 � � ( I 1 1�� 1 � 1 I 11 >, � I 1 I 1I � ! X16 lI I � � II II 11 1 11 III��1 II 1 �11 1.1 r � I�� I _ kX➢ 1 .1 ,I �� k�kI?-1�� Y� I�[ _, � 1k �II� 1k�1..�.kk�1k1k1�1 �� MICROU. r , ,. CiC ; r r r" .�¢� ,. ! :.F.o C g�� i,,. , t, �r. ? Mlb % �I jam. �s �.�r �yxp� �I•�P tl �sik�4 �5 c ;: 1; IC) � ,,,�,rwy,{411 �+' d ,q �. , v r,'.�J1'xt WM° TN'f i !.S". i 'r ;I In ... :, d h,w° �s u! 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SUPPORT EASED EDGES EASED EDGES SEE OR PLAN FOR GIRDER � SIZE I 2 X -U X -I " u 2x4" EACH, SIC'E - ._._. 2.!'x6" DECKING 2 x4 EACH SIDE - x „ x EACH GIRDER a W/ 2-16d PER IOd GALV. 2 x 2 NAILER ¢ EACH GIRDER „ �, BEARING 'x 2 -TY?, " ' DIAGONAL2x411 RWD SLEPER BOX � ; --- IOd GALV. BOX BRACES .SEE O►/ER EA. 4 x B* EAM RAILING FOR MORE go FRAMING PLAN i, �x4 EACH SIDE—t� FOR LOCATIONS I x6 FOR DECK THAN` 30 ASCNE GRADE SECTIONS z EACH GIRDER g RAILING 'FOR MORE . = HOT ?A 3p THAN 30ABOVE SEE FRAMING PLAN i RAILING ►rFOR MORE �� GRADE C' �,�"�� FOR POST _M THAN 30 ABOVE , g' _ _ / LOCATIONS' 2.,x6.. 2 x�2 GRADE ^� 2"x 6" DECKING 91U Of C. DECKING . W/ 2- 16d PER W/2�s6d PER �2„x2�1 BEARING BEARING FRAMING CLIP- EACH 3.. BEAM AND'END r EAC. 3,, FRAM GPLAN SIDE 4x M SEE 3 IOd GALV. BOX t - I 2"x 6" T Ik G.I/2 "' t-- I I/2,. a I s 2 2' 1/2 � �' M.B. �� 4'� 6" MIN. 4 x 6 '.Mica. 2 . I/2'"� M,R" „ �� 2 - I/2�� M.R. 4 x MINE 6- ZOd 2"x E" LATE AL • Ill 1 ✓2 12 PER/r--POST BASE SEE BRACE , BEARING � : FRAMING CIDP EACH - FRA NG CLIP E C D�:TAIL g % M A M SIDE AND ENG', EACH SIDE AND END, EACH " -_ ' _ 2- ?_ x 12 / BEAM BEAM SEE FRAMING 2 --0 MAX. SEE FRPMING 'PLAN - PLAN FOR SIZE - SEE FRAMING PLAN FOR SIZE AND SPACING AND SPACING NO'TEs 2'x4" SLEEPER TO BE FOR SIZE AND SPACING 2 x G DECKING W/ ?-16d EMBEDDED IN TAR' AT TIME OF _ PER BEARING HOT MOPPING. r a i. I i n . ra i l w n cantilevered deck (-a ,,r, .�_._.. �: d � � , _ ass �br��csn 4 roof desk -, X-11 - X --1I __ X --I1 _ X-11:: - X II �,,. FOR DETAILS NOTCH TOP OF POSTSC deck schedule 8edule 1 — 5 TO ALLOW 21/2' SP' ',F SEE, C BETWEEN 2x's r' POST A W 8 ~--` DECK DECK BEAM SIMPSON RIM GIRDER " x A" W/ 6 -2.0d n 2- 2 x's SEE D WIDTH SIZE HANGER IB . 180�9.J l ve load 6 '+u6 4'00.C. U46 4x 6 •- 12' MAX. SPAN FRAMING ANGLE i to �t U 4�x 8o�~ I2� MAX. SPAN POST A OR B . ,_.-. 8 4 x 6 C 4-b 0• . SEE SCHEDULE 2 2"x 6•' MAX. 9'' CONN ECTiIVO A- AND n APART, W 12-20d PER BEARING 16" 20 GA. 2 -20L W/ o u ' GALV. STRAP' 6-20d PER 4t' x 6is G° 4-0 0,C. U 46 41e X 10 12 MAX. SPAN CONNECTING A AND A BEARING FRAMING CLI P EA. SIDE 2% RIM 41 - 1 ®sf Ai- load 2" K 6" DECKING W/ 2.164 PER 2- 2'"x 6" ,BRACES •- FLAT' , BEARING LET INTO TOP OR' BEAM 6 4'x 6L 3�-6 0- C- HHU 46 O k e- e MAX, SPAN STAGGERED W/6 -20d corner intersection cantilevered deck EA, INTERSECTION _ 8 . SCALE r I"- 0 -1 SCALE: 'I "- 1" -O 1 11 —1 1, �' _ u e�. , _.. x HHU � 4 8 �' � 6 0: C U 48 4 x 10 8'M Ah. SPAN. 2- 29 W/ 6-20d Ilve (FOR DETAILS 6-10 I - ftiR BEARING - SEE D ad SEE C ., .®_A ^ POST A 19 1 " 1 g1 1 11 . �� e (SCHEDULE) a� B ,>s0pSf !0 4x 10'& 3-6 O.C. HHU410 4 x 12 M JOIST MANGER S AX SPAN . - CORNER PASTS 121 210 _ sf live load SEE C 2 I/83�Lx BLOCKING a 2., 6., x 6,� 2� 6, 8 _ a (SCHEDULE) SEE F u 4 HHU 46 4'x 12" 6' MAX. AAL x @ 24 .C. JOIST CENSER POST (HANGER O; 6,1 8 4!'x8"& 24 O.C. HHU 48 4-x 16 - 6 MAX. SPAN C 4" x 10" 4" x 12„ 1U� 4� 10"e 24`! O.C. HHU410 6'x 14"--€` MAX. SIGN 12 MIN. — z N OTE- . _ _� _ — 2 >< SEE ti ,� +, ALL M Mus T�- �r D.1- I �� BETTER. , - d 2-z x10 2-2 xI2 a f. SEE E