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HomeMy WebLinkAboutX2019-1225 - Alternative Material & MethodsB f z 2 \_ W $ t i ]� i Qz §� z\ O W > z �mom - ]2\k W «3G] kk)* § � a � ) \ � � \ � I L) \ @0w §�a §SE) q§) 2ac-iL / Ixb# »e0w [o 2 2wgz;�=; LLI ' ƒ) U. wU.w{ oo aoe ƒw❑ 2 �2 k ` d - ( /) 2 10 k k / E D 2 k e - )k �� % ;; m o K /z o ■ %� � 2 g § ._ � /\ f , \ k / {± R/ - 2 § g f § § > _ k 0 \ & 00v % 0 / !CD - kn LW90 / ƒ ) o o u § ■ ) § § ) k FLOOR NOTES: NAM E,RESPERSFCEFOLL BE HOUSE Be,, MM Cam"I'Dall Q wv RICH PIECE D: ]G'RG'NB. INSTALL PER THOU11CRM@ IDDII wM niA AMEAT HARDALLATxR (SEICCRp GY CARTER) NS)m EW4 x A, SMG AMEX Now, PWMRIMGI ❑5 ALL NIFAIXG AT BAMBWM S14L BE W VT PURSUER , HIE w APPROVED EWAL TO W ABODE DEAN INLET AT BROADER OR NB walmn, FAIRED, Mfflwl AND CAS 1111MIUAL .N . OF EB PAUG111 11111111OONINS THEAUGSIAnC RUDE vuYE. O sHOAM AEON aOR SHALL IMF gCEEED 11. IN MIRE. O LIT... NB/91OAFR .. BE IC ., MPUO ARMORED ❑9 WATER CLOSET STALL HAUTE A MAN OF I,A.11 PEN TURN O 0 MR! WATER CIGAT SPACE SIDE N ALE .1 BUT 1,, IN mMT. O a" SHALL BE I B 0 PENES' -115 INTE'. GLLws PER uIxOR. O CAR INT L 6 ROSS NNI H AWAY ROM WATUR ( ANC ). NO'. .1 MINIMUMOR SAM AM A ARE NNACF➢T1BIE GPAtltt OF SO RN'S O BFUNRRENE1 MICH. MATURE11E weAN FIRMS LAINTA YR wAn lx O 1/1'FREE ILO w/ ANO-SYPHON OERCE PRUDE FOR SMM1 STAMPS (TOASTER 1.1 LEADING ❑ SLOPE OF MY OPENED STAFF ITT or S EN NOT EXCEED I/4INCHPER FOOT I❑0 ASSAY ATE ADCE11 O ALL EWRON pPLAYEDOEMADE NIND PAL BE DUELED DI PANEL DRAW ENOIITARK A t RED N VALUE O.'NO' Weamal .. SHARP HE DOUR .. MTN IMMUNE S.A. D GCOUCES. O MEIING N DOOR AVID IXPLOSE ODES PATHOT THAN WAIRVOpS, AUNDS SRAM ROWE S, WMA SONARS LESS Mav I ALI, ALL NE IENP"".. O PSSNV E PALMYRA HIRE RESISTANT Oa. NOT FINE, ABLEC.DO M . LOAD 1. SO.11.1 O PIawnl PRE REAISEANI IN ME "Y' ErvNu BOAR, FO ¢ 9q OF PALL THOU .ED Rear SHARING AT ALL AALLS AND SOUND ATLANT IN TWEE O iEc EF-iaz CRIESID GREEN DIED Crs uoRl syR USE ALL MClxwAYS APPLE HAVE AD IFUIMAVAnox Hem ON PLAIN RUNS OR NOT FEW MAN FOOT-11101E(11 all) Yfi O. In ALTO SPACE, ALTO MIE4 SMALL eE WIHID 20 ET AT THE eFU°sPPD10T3<MDERUI ETPATTERNS FUEL 1111PLE I ELECTRICAL NOTES I IQ PROVIDE FLUORESCENT LIGHTNG IN BALLROOMS WITH AT LEAST 40 LUMENS PER WAR PROVIDE A DEDICATED 20 Amp CIRCUIT FOR THE BATHROOM. Q PROVIDE A MINIMUM OF TWO 20 Amp SMALL APPLIANCE CIRCUITS SERVING WE COUNTERS IN WE KITCHEN. O PROVIDE SOL PROTECTION FOR EXTERIOR OUTLET, ALL COUNTER OUTLETS KITCHEN AND AMID 6OF ALL SINKS. Q5 IF 2 CR MORE BATTLES ARE PROVIDED IN BATRROO.N, (D ELECTRICIAN SHALL PROVIDE GREEN SHEEi/LINE DIAGRAM AT ➢ME OF PERMINT ISSUANCE. Q AT EAST TEE WATCHED CONTROLLED UGHTNG OUTLET SHALL BE INSTALLED IN EVERY HABITABLE fl00M; IN BATHROOMS. HALLWAYS, STAIRS, GARAGES AND OUTDOGW ENTRNACES OR EXISTS. (D A RECEPTCAL SHALL BE INSTALLED IN HALLWAY 10 FEET IN LENGTH OR GREATER. 10 ELECTRIC EXHAUST FAN MING A MINIMUM CAPACITY OF 50 CAMS. DUCTLESS FANS ARE UNACCEPTABLE, N ALL BRANCH CIRCUITS FLAT SUPPLY 125 VOLT, SINGLE PHASE, 15 & 20 AMPERE SETTLE INSTALLED N BEDROOMS SHALL PE PROTECTED BY AN ARC -FAULT CIRCUIT INIERRUPIEA`S) 0 RICH EFICACY FIGHTING (EG FWORCSCENII IN LAUNDRY ROM AND BATHROOM CA LIGHTING SHALL AE CONTROLLED BY MANUAL ON OCCUPANT SENSORS. 13 HIGH EFFICACY LIGHTING (EG FWORUSCENT) IN HALLWAYS, DINNING ROOM, FAMILY fl00.N, DUNG ROOM, NEI AND BEDROOMS- OR LIGHTING SHALL BE CONTROLLED BY MANUAL -ON OCCUPANT SENSORS OR DIMMER SNITCHES 14 OUTDOOR LGHLeG ATTACHED TO ME FELLOW SHALL BE HIGH EFFICACY OR MUST BE CONTROLLED BY A MOTOR SENSORS W ROPER SNITCHES. 15 RECEPTACLE OUTLETS SHALL BE SPACED 0 IY O.0 MAN. AND SHALL BE LOCATED AIMM 6' OF DOOR OPENINGS. ALSO, EVERY 2 OR 'MINER OF WALLS. OUTLETS AL50 OCCUR FOR COUNTER TOPS 0 D OC. AND mWIN 2 OF ENDS OR COUNTERS. I6 ALL BEDROOMS TO BE ARC FAULT PROTECTED p HIGH EFFICACY LUMINAIRES MUST BE PIN BASED. I® NON -HIGH EFFICACY LUMINAIRES MUST BE SWITCHED ON A SEPWATE CIRCUIT FROM HIGH EFFECACY LUMINARIES. 19 OCCUPANCY SENSORS MUST HAVE NO MANUAL OVFRNIGS 30 ORANGE MAXIMUM TREE AND BE MICROWAVE/ ULIRASONIC OR PASSIVE MFRA-AE0 TYPE 3 ALL HOSE BIBS MUST FACE ANY-SYPRON DEVICE STATE CIVIL CODE SECTION 1. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. (SAGAS) 4 PROVIDE T & P VALVE ON WE WATER HEALER AND SHOW HOIS HOIB SINGLE-FAM4Y NOOMIRESIDENTAL o. INGRESS AND EGRESS DOORS. TERMINATION AGAIN 6 OF FBI GRADE. OPERTREQUIFTHAT ROVFOR TAL PROPERTY FOR IMPROVEMENT ALYWiY b. PANELS IN SLIDING OR SVAGING DOORS. 5. AN➢ -GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM BUILDING PERMIT, THE BREWINGST c DOORS AND ENCLOSURE FOR HOT ND, BATHERSHOWERS ALSO GRADE. AT EXTERIOR WALLS INS DOORSC IS RESPONSIBLE FOR REPLACING ALL GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF 6. GUARDRAIL MINIMUM HEIGHT IS 42". HANDRAIL HEIGHTS BETWEEN PMANi PLUMBING FlNRED CATTLE THE STANDING SURFACE) 34 AND 3B". MYTH WATER -CONSERVING PLUMBING N. IF WITHN 2 OF WEETCAL EDGE OF CLOSED DOOR AND VWTHIN 5' T TEMPERED GLAZING SHALL BE PROVIDED Ai . ALL WATER CLOSETS WILL BE RETROFITTED OF STANDING SURFACE. HAZARDOUS LOCATIONS AS (OFFERED IN SECTOR PLY TRIM WATER SAVING 12 GALLON PER 2, WATER HEATERS CARGE NON -RIGID WATER COOKEDTDN$ AND OVER 2406.3 & 6714. B. THE BUILDING SHALL HAVE WARR CLOSETS !TOILETS), 4'IN HEIGHT SHALL BE ANCHORED OR STRAPPED TO THE WHICH USE MORE THAN L6 GALLONS PER FLUUSE STRUCTURE, PROVIDE 1 z X 16 GAUGE STRAP AT TOP AND BOTTOM 9_ ALL SHOWERS AND IIIB-SHOWERS SHALL HAVE A WITH r DIAMETER X S' LAG BOLT AT EACH ENO, BALANCE, THERMOSTATC MIXING VALVE, OR A COMBINATION PRESSURE BALANCE/THFRMOSTABC IV SYMBOLS .P RECESSED TIGHT FlXNRE I . RATED ® NITIKBATTEERY BACX PEEL HOUSE 1WRE COMBINATION CARBON MONOXIDE/ SMOKE REMEMBER IN THE HOUSE ARE AEG BATTERY BACK-UP IIb LOTS DORF TAMPERED RESISTANT 8 CATCH IRAMOUNIEO WALL LIGHT RECESSED LIGHT s[xspe PHOToroNIROCEMOTHED SENSOR 4 COMBINATION EXHAUST FAN O WFiER 150 OEM Single BRAND, HumitliEy Sensing 06 Anne Ceiling DROVE BON Fan, ENERGY STORY )T­( 4' LONG FLUORESCENT USE WINDOW SCHEDULE TYPEc REMARKS _ vin O 5 (c�� aJ� RNITERAPERN NAFFEI © e - (es�naj - -TEYPMI_ ITE VINYL e0 (c= DOOR SCHEDULE E Qh REMARKS 0PIT 1 VN­ _ A auo n F WM. II. YAA Oion _ 2 .1L.P v rve Am, a mix _ o n Q THAI ­ _ n oon .R „,nn 3�bleM mm. .'enable L,,IE AM AD S.Z sm ^f III \ GrenobleIL��' II 5c7[,an. si 5] SN.RTHER minWindow efarIX dOW EGO( 20''I'ST " CIeGT Width ht OUT ESCAPE GUIDELINES mo�u,v`Fc� C.'�vn InS{fV(;EiDtn 10. ALL POSTAGE SHALL HE FOUNDED IN UNDISTURBED NATURAL SOIL PER CODE. II. DESIGN FOR EXPANSIVE SOIL OR SUBMIT A SOIL REPORT TO TIE GRADING LUMBER PER INFORMATION BULLETIN P/BC 2OW-116 AND 911805.8. 12 IN TEE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS. WE SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED. 13 ALL CONCENTRATED DRAINAGE, DUMPING ROOF WATER, SHALL BE CONDUCTED, NA GRANTY, TO TEE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. DRAINAGE TO BE SHOWN ON ME PLANS. 14. ALL FDDTNG EXCAVATIONS SHALL BE INTO UNDISTURBED COMPETENT NATIVE SOIL AND SHALL BE INSPECTED AND APPROVED BY A LICENSED SOILS ENGINEER. I5. LATERAL SUPPORT SHALL NOT BE REMOVED FROM ADJACENT PROPERTIES, STRUCTURES OR PUBEC RIGHT OF WAYS. WALL LEGEND ® NEW WALLS 0 EX. WALLS TO REMAIN u-4. 6. 0. g, 6 —�' INI FXTI.,, REVISIONS A. OATS QATE APRIL 2019 A.C.C.E. PETER TITLE CAPAS DENIED A SPIRIT SHEAR WALL SCHEDULE C.B.C. 2016/ N.0 2015 SHEAR PANEL DESCRIIT ON ,,., EER.RaxaRRYMR�E-„"ig.,.v.a®,E'x."swr s in:� p1 Rw/LACES EARL RE �snr aw/ V1,CSmsnae'acw.we�. MATE ea°x� iµ "a o n' ac s Mx A.MATERA. use o. xaM�xLL TMxeasu RATE evR ,. .... MEET,. Rmr I. ... "aRB)xE=,wRMINIFERTY. [ANNEx l aI A" -k,RE ]LESTER s,u... ELS E"_`"•• u"" n< ux%suF Pu I SEM'- a" won TEEEo AI mitivu¢is `vmuiimm xs�e z-vsxI AT usuxw is ARE au-.wa�xMY SAN nuns¢e".SIR w RELY, ° axB arD ON Ma a.ST EN`I Rr,-�xw STY Aux«ME INEF MEN oCRA M.Bm MAT jRMS`A NO My � x1.a,"mxAxNE T, NO BERMUDA OF US SECURE AMENDATORY .11 METURFE SOI �acsE Um Asa YAR ARM NBC REASEI ENTRIES I sms NmasT Arts owsxreE. S AT na MATES RY. w aANNFUN USE se. m vs 12AI W / RE Nxu ass ac Bm a iz AS FEW NO SLAS TOM 01A AT FARM aMHnw. urt Tec s/R'maYTr. DFase. B. v/,a ,MjA.Il T ARCM xAT mmE AM USE ByxHmH MUENE AT AT 11 .1 MORE RIES IS UP Y GO AFT TOY, BE AS 'MAX)OVIR51m AT TRY OF ECME I ARin. 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B ARRABIA sw¢ rw"axvmNE Sml STAU OE AT Ell wr,H w i, 9 IIST ROW PLE.avWALL BEEPLWME Ew WE SUP AxI unwxu ID IB ALL 1.11 W,ER IT ORµv AwaY qM MEANS IS' MARC AT 1111 „ET - ELY,r, N EBIa,RH,M.rES „a ,5 gals `�,UUMI IDEATE CON i MAY AS earsALM - -' Ix EMBEDMENT INTO ,wc �)«. )a cw:wEs MASONRY, a Bea LLREE Ewc v"s FAULT xA,x HAa YOUTRUT SAN.. L iR I SMALL, WAS maw MY, m DESDSIGN LOA ROOF LIVE LOAD = 20 FEE -HOLDDOWNS: RRy25720, ESR-2330 -ANCHOR BOLTS W/SIMPSON SET XP EPDXY (ESR-2500, LARRk25744) -ANCHOR BOLTS W/SIMPSON SET XP EPDXY (ESR-2508, LARR/)25120) (FOR UNREINFORCEO MASONRY WALLS). -ANCHOR BOLTS W/SIRI SET EPDXY (ESR-1772, LARR-25279 ) -HANGERS: RRa2580]-ESR-2549 RRg25800 RRg2580D RR$25803 -STRAPS: RR,625713-ESR 2ID5 -LTT-HTT RRg25818-IAPMO ER-0130 -COLUMN CAPS RRg25714 ESR-2604 -HARDY FRAME RRg25759 ESR-20" -PARALLAM RR,#25202 ESP 138]-5-07 -505 SIDE WOOD SCREWS RRe25711 onLAAAA 1 n LIFE ,,.0 CONCRETE F00B USE MIN 2500 PSI AT 28 DAYS WITH 2-,14 BARS TOP & BOT NOTE: - STRUCTURAL PLANS TO CONFORM TO CALCULATIONS LfVIAIit . ;�L�oo'FinV NOTE: SEE SHEET SON FOR APPLICABLE NOTES SEE SHEET SD FOR APPLICABLE DETAILS SEE SHEARWALL SCHEDULE FOR ANCHOR BOLTS SPACING 0 AN 5 REVISIONS N W W Z N O r O C9�o� Z Q W .~jU CQ1� W h 2C2�- VOpW L) J J Q Z O !D a m g 0- LLOU LL ti �3z ^a° 3 W LL 2 APRIL 2019 ORPWN BY P.. C.C.E. 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