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HomeMy WebLinkAboutAV 13-06; Sachs Patio Cover; Planning CommissionOWNER'S CERTIFICATE STANDARDS FOR SINGLE FAMIL\' RESIDENTIAL PROJECTS FOR CONSTRUCTION BMP'S I/'IAIE THE UNDERSIGNED AS 0\NNER(S) OF THE PROPERlY DESCRIBED AS 7548 VIEJO CASTILLA WAY, CARLSBAD, CA., 92011 ADDRESS OR LEGAL DESCRIPTION I UNDERSTAND THAT IN ACCORDANCE WlTH THE CJ1Y OF SAN DIEGO, CONSTRUCTION STORM WATER MANAGEMENT PLAN (CS\NMP), THIS PROJECT IS REQUIRED TO IDENTIFY POllUTANTS FROM TiiE PROJECT AREA & INCORPORATE A SITE DESIGN & SOURCE CONTROL, BMP'S. I CERTIFY TO THE BEST OF MY KNOWLEDGE. POLLUTANTS ANTICIPATED BY THE PROPOSED DEVELOPMENT AS FOLLO\NS· SEDIMENT NUTRIENTS TRASH AND DEBRIS · OXYGEN DEMANDING SUBSTANCE OIL AND GREASE BACTERIA AND VIRUSES PESTICIDES 1MI: VVILL INCORPORATE THE FOLLOWING INTO THE STIE DEVELOPMENT MAINTAINANCE Of PRE-DEVELOPMENT RUNOFF CHARACTERISTICS MINIMIZATION OF IMPERVIOUS FOOTPRINT BV CONSTRUCTING WALKWAYS, PATIOS, & DR!WIIAVS \o\IITH PERMEABLE SURFACES CONSERVATION OF NATURAL AREAS NATURAL DRAINAGE SYSTEMS AS OPPOSED TO LINED SWALES OR UNDERGROUND DRAINAGE SYSTEMS DRAIN ROOF TOPS, WALt<MJAYS, PATIOS. & DRIVEWAYS, INTO ADJCENT LANDSCAPING PRtOR TO DISCHARGING TO THE PUBLIC DRAINAGE SYSTEM PRESERVATION OF EXISTING NATIVE TREES AND SHRUBS PROTECTION OF All SLOPES FROM EROSION ADDITIONALLY, !fiNE \'1.1Ll: MINIMIZE THE USE OF PESTICIDES USE EFFICIENT IRRIGATION SYSTEMS & LANDSCAPING DESIGN JNCORPORA liNG RAIN SHUT-OFF DEVICES & FLOW REDUCERS IMlE WILL MAINTAIN THE ABOVE STANDARDS & PERMANEI'IT BMP'S PERPETUITY SACH RESIDENCE O'NNER(S) ___ ~==.,----------(PRINTNAME) O'NNER(S) ___ _,==,.-------------(SIGNATURE) (E) 200AMP SERVICE EXISTING GAS METER SITE PLAN 1 "= 1 0'-0" -~-~'-----".~---- SCOPE OF ~ORK: 1. THIS PROJECT PROPOSES TO ADD A NE~ PATIO COVER ~ITH AN OUTDOOR FIREPLACE, BBQ, & PIZZA OVEN. PLEASE NOTE: A NE~ 2X6 FRAMED ~LL ~ITH OPENINGS AT THE EXISTING DOORS & ~INDO~S OF THE NORTH ~LL V'41LL BE CONSTRUCTED TO INDEPENDANTLY SUPPORT THE NE~ PATIO ROOF AND NOT AFFECTING THE EXISTING NORTH ~LL .---------~·--· CITY OF CARLSBAD Administrative Permit --------~~·~-~-~~ ------- SPECIAL IN5PECTION(5) REQUIRED SPECIAL INSPECTIONS If applicable: In addition to the regular Inspections. the following Items will also re'Julre 5pedallnspection In accordance wit Sec. 1101 of the Uniform fluilding Code ITEM REQUIRED: SPECIAL IN5PECTION(5) NOT REQUIRED VICINITY MAP LA COSTA AVE 754B VI 0 C.ASTILLA Y'IAY C.ARLSBAD. C.A., G1200G1 PLAN SHEET INDEX SHEET NO. DESCRIPTION SHE:E:T 1 SITE PLAN, , & INFO SHEET 5HEET 2 EXIST'G & NE:JI'i FLOOR PLAN5 5HEET 9 FOUNDATION & FRAME 5EC.TION5 5HEET 4 DETAILS & ELEVATIONS 5HEET 5 C.ON5TRUC.TION SPEC.IFIC.ATION5 GENERAL NOTES 1 THIS PROJECT SHALL GOMPL Y JI'IITH: 2010 CALIFORNIA RESIDENTIAL 61-DG CODE, THE 2010 CRC, CMC, GPC, & CEC 2 ALL PROPERTY LINES, EASMENTS, AND 6UILDINGS. 60TH EXISTING AND PROPOSED, ARE SHOII'IN ON THIS PLAN 3 PLANS SHALL NOT BE SCALED, V'IRITTEN DIMENSIONS V'IILL GOVERN. ALL TRADES TO VERIFY ALL CONDITIONS AT THE: J06 SITE: & NOTIFY THE: DESIGNER OF CONFLICTS OR DISCREPANCIES 6EFORE PROCEEDING 4 NO C.ONC.ENTRATED DRAINAGE FLOV'IS PERMITTED OYER ADJAC.ENT PROPERTY LINES. Y'lATER IS TO DRAIN AIAIAY FROM STRUCTURES A MIN OF 5 FT@ 2 % & & 6E C.ONYEYED TO AN APPROVED DRAINAGE FACILITY 5 PROPERTY OV'INER SHALL 6EAR ALL EXPENSES ASSOCIATED V'IITH DISCOVERY & DISPOSITION OF ANY TOXIC Y'IASTE OR HAZARDOUS MATERIALS (AS IDENTIFIED BY THE STATE OF CALIFORNIA) ENCOUNTERED DURING THE: COURSE OF CONSTRUCTION. 6 OV'INER TO OBTAIN A CONSTRUCTION PERMIT FROM ENGINEERING DEPT. @LEAST 4e HR5, PRIOR TO V'lORKING IN PUBLIC RIGHT OF Y'IA'f. FAILURE TO DO 50 V'liLL RESULT IN V'IORK 5TOPPPA6E & DOUBLE PERMIT FEES. OV'INER 15 RE5PON516LE FOR KNOV'IING V'IHERE HIS/ HER PROPERTY LINE 15. j ALL UTILITIES SERVING THIS SITE ARE EXISTING B EARTHV'IORK. GUT, OR FILL, OYER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING GRADING PERMIT 'l ATTIG/UNDER FLOOR VENT INSTALLATION MUST GOMPL Y V'IITH 2010 GMC. 10 IF APPLICABLE; A C.ERTIFIC.ATE Of SATISFACTORY COMPLETION Of V'IORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED & SUBMITTED TO THE INSPECTION SERVICES DIVISION 11 THERE ARE NO DESIGNATED FLOOD PLAINS, OPEN SPACE EASEMENTS, OR OTHER DEVELOPMENT RESTRICTED AREAS ON THIS PLAN 12 THIS PROJECT 15 NOT IN THE NOISE CRITICAL AREA (GNEL CONTOUR OF bO DBJ) AS SHOV'IN ON THE GENERAL PLAN RECEIVED ~ SEP 0 9 2013 CITY OF CAHLSBAD PLANNING DIVISION 13 NO GRADING SHAL-l. 61:: PERFORMED ON TJ-iiS PROJEC.T, NEITHER IMPORT NOR EXPORT PROJEC.T DATA EXISTING Dl"lELLING AREA=2103 S.F. EXISTING GARAGE 6B2 S.F. NEJAI ROOF COVER ADDITION 104 S.F. TOTAL SQ. FOOTAGE=34B'l S.F. LOT C.OVERAGE=2'l% TYPE OF CONSTRUCTION= V-6 OCCUPANCY=U RIDGE HEIGHT NEY'l ROOF COVER= 15'-b" NUMBER OF STORIES=1 STORY ZONING= R-1 GENERAL PI..AN=RLM SETBACKS REQUIRED 5HOV'-!N FRONT (Y'lEST) LEFT (NORTH) REAR (EAST) RIGHT (SOUTH) 20FT 10FT 20FT 10FT 22'-b" 2'~0" 2'l'-4" 29'-b" LOT SIZE= 12,042 5Q. FT. OY'{NER 5AGH5 RE51DENGE 1548 VIEJO GASTILLA V\!AY GARLSBAD.GA, "1200'1 APN=216-360-14-00 LEGAL= OT T CT 6111 [[STANDARD NOTES & SQUARE FOOTAGE LISTING J REVISIONS .. ~ 0 UJ ~ ~ ll. UJ c a w \f) 0: UJ w 0! ~ I ~ ~ Cl) 0 ll. ~ ll. DRAWN BY A.H. CHECKED BY DATE 9/2/2013 SCALE NOTED JOB NO. 2013-0218 SHEET 1 BY A. H. OF 5 SHEETS .. ELECTRICAL LEGEND · ELECTRICAL NOTES SYMBOL DESCRIPTION 1.-ELECTRICAL OUTLETS IN KITCHEN AND LAUNDRY ROOMS TO HAVE TWO DEDICATED 20 AMPS CIRCUIT EACH. A 2.-ELECTRICAL OUTLETS IN GARAGES AND BATHROOMS TO BE GFI. 3.· ELECTRICAL OUTLETS WITHIN 6' OF SINKS TO BE GFI. CEILING FAN W/ LIGHTS 4.-ALL NEW INDOOR & OUTDOOR LIGHTING SHALL BE HIGH EFFICACY UNLESS ALTERNATIVE MEASURES SUCH AS DIMMER SWITCHES, OCCUPANT SENSORS, OR MOTION SENSORS WITH INTEGRAL PHOTO-CONTROL ARE SUBSTITUTED FOR HIGH EFFICACY LUMINARIES ego WI-I ERE ALLOWED PER THE MF-1 R SHEETS 0 CHANDELIER LIGHT 5.-RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH 2010 CEC 6.-GROUND FAULT INTERRUPTER PROTECTION SHALL COMPLY WITH 2010 CEC ll:> €ll FLUORESCENT FAN 7.-PROVIDE HARD WIRED SMOKE DETECTORS IN ALL SLEEPING ROOMS AND HALLWAYS LIGHT COMBO OR AREA LEADING TO EACH SLEEPING ROOM lei EXHAUST FAN B.-ALL BEDROOM ELECTRICAL OUTLETS TO BE ARC FAULT CiRCUIT INTERRUPTER (A F C I) @ SMOKE DETECTOR w/ BAT. B.U. 9.-BATHROOM VENT(S) PER CODE-MIN 50 CFM 10.-THE GROUND FAULT CIRCUIT INTERRUPTER. SHALL COMPLY WITH 2010 CEC 131 FLUORESCENT RECESSED LIGHT WHICH READS: ALL 125-VOLT, SINGLE PHASE, 15-AND 20-AMPERE RECEPTACLES ® WALL MOUNTED LIGHT INSTALLED IN OUTDOORS, KITCHENS COUNTERS. 11.-ALL NEW ELECTRICAL SERVICES SHALL BE U.G. AND 200 AMP FOR EACH OF SIX. p 11 OV RECEPTACLE 12.-COUNTtRTOP RECEPTACLE OUTLETS WILL COMPLY WITH 2010 CEC ~ SWITCH/11 OV RECEPTACLE 13.-ALL LIGHTS IN CLOSETS SHALL COMPLY WITH 2010 CEC FOR COMBUSTIBLE CLEARANCE ~ 11 DV OUADRUPLEX REC. 14.-PROVIDE A DEDICATED :>.0 AMP CIRCUIT@ NEW BATHROOM w IJ 110V GFCI RECEPTACLE HIGH EFFICACY AS DEFINED BY CEC -r.:~ 110VWIEATHER-PROOF REC SHALL MEET THE FOLLOWING: q]) 220V RECEPTACLE 15.-IN NEW CONSTRUCTION, REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM $ SINGLIE POLE SWITCH THE BUILDING WIREING WHERE SUCH WIRING IS SERVED FROM COMMERCIAL SOURCE & SHALL BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN BATIERIES ARE '$ 3-WAY SWITCH LOW. WIRING SHALL BE PERMANENT & WITHOUT A DISCONNECTING SWITCH OTHER THAT AS REQUIRED ' 4-WAY SWITCH FOR OVERCURRENT PROTECTION ~$ DIMMER SWITCH 16.-WHERE MORE THAN ONESMOKE ALARM IS REQUIRED TO BE INSTALLED, THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF OF ONE ALARM WILL ACTIVATE ALL OF -$ 3-WAY DIMMER SWITCH THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. TijE ALARM SHALL BE CLEARLY AUDIBLE IN All -$ WIEATHER-PROOF SWITCH BEEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED 17.~ FOR LAMPS 15 WATIS OR LESS~MINIMUM OF 40 LUMENS PER WATI '$ TIMER SWITCH 18.-FOR LAMPS 15 TO 40 WATTS -MINIMUM OF 50 LUMENS PER WAIT ~$ REMOTE SWITCH 19,-FOR LAMPS 40 WATTS OR GREA TCR -MINIMUM OF 60 LUMENS PER WATT 20.-HIGH EFFICACY LUMINARIES OF 13 WATTS OR HIGHER MUST HAVE ELECTRONIC BALLASTS 21.-NO SCREW-BASED FIXTURES MEET THE HIGH-EFFICACY DEFINITION. "OSTM'ALL PER 22.-PERMANENTLY INSTALLED LUMINARIES SHALL Be HIGH EFFICACY LUMINARIES 23.-LUMINARIES PROVIDING OUTDOOR LIGHTING & PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES 1'0/AHCXP\IC 9"SAND ~. 1-----------------44'-3"'--------------------i l--5'-o"·---~-------17'-6%"'---------~·.,l---------21'-2%'' •_. JINE OF REMOVED BENCH •o''-CO~'"' or:.,,-.u UNDER-COUIITER -~i--+t:.J. ,_., I'<V--QGrl.....,l-d;-REFRIGERAT.:>R ------, / I ___ / ....-I --=" \ I I I I I I I I I v I ! -----/ ~ ! I I \ I> I I : I I\ I .I l v i ~ ---------:----------------j--7 ----------,---•--------/ ~~- 9 = i'~ ~ ·' 10 ~ I I I I I I I ; ~ I I I I I I I I I I ri I I I I I I I I I I y-N .... tA, t>-xR F~A•tE Wt.ll s1.:E FF~A~~E :s.. ION. I A" ru ..... ~.-EI...3:: -:--------..... .... 1-ifr(Rn• .1. ' IABD•fE tlll I lom IE\ a40FXED AR IV. ~ "'~ ~ ' : ', 11+~~______.::.'-""~-----------~--44'·3"1--~~~--~~-----------+-H ', I (E) 18068 TRIPLE SL GL DR (E) 6068 SL GL DR ", NOTE: GAS OVERHEAD HEATERS SHOWN "" ON GAS PIPE fLAN SHEET 2 '-I " " I '-I " ---MtiSIC 'ROOM-) : // I / I / I // I FAMILY ROOM / 1----------------, // I A / I / I // I / I SMOKE DETEC.TORS Provide batten.~ !Jdpe smoke detec;tors in all existing and new sleeping rooms and hallways leadln~ to sleeping room. Smoke detec;tors In new sleeping rooms to be hardwired. lnstsllation of Smoke Detec;tors will wmply with 2010 C.BC. Sec;tlon ~314 r-/ : 6 C.AR60N MONOXIDf ALARM I / L__L ___ l FOYER I I I I I I I I I I I I I I I I I I I ~ I ~ I I I I 1o ·' N ~ WITHOUT HEAT DEFLECTOR J CEILIN U) ·' -------- G r ¥U OUT DOOR TER HEA b _, "' WITH HEAT DEFLECTOR j_ CEILING 1(/[J..,Z OUTDOOR HEATER MINIMUM INSTALLATION CLEARANCE t 'FIREPLACE WDIA POLYETHL.£/'IE YELLOW GAS PIPE ASTMD2513 GAS SHUT-OFF 1" DIA. 30' RAD FLEK PVC ELECTRICAL SWECP 1M" AE:IS SLEEVE THRU CONCRETE FOR GAS UNE PROTECTION FLOOR PLAN NOTES 1.-All NEW FENESTRATION WILL BE LOW "E" DOUBLE GLAZED 2.-SMOKE & CARBON MONOXIDE ALARMS IN All SLEEPING ROOMS & HALLWAYS OR AREA LEADING TO EACH SLEEPING ROOM 3.· EXTEND HEATING FROM FAU 4.-WC REQUIRES MIN 2'CY' IN FRONT AND MIN 15" ON EACH SIDE OF CENTER LINE. 5.-EXISTING BATHROOM VENT(S) PER CODE-MIN 5 CHANGES PER HOUR . 6.-FLUORESCENT GENERAL LIGHTING IN BATHROOMS & KITCHEN (MIN 40 LUMENS/WATT MIN). 7.-APPROVED SPARKS ARRESTORS SHALL BE INSTALLED ON ALL CHIMNEYS, 2010 CBC 8.-MANUFACTURED WINDOWS TO HAVE CERTIFYING LABELS BY THE NATIONAL FENESTRATION RATING COUNCIL ( NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 9.-GLAZING IN SliOWERS AND TUB ENCLOSURES TO BE TEMPERED GLASS. 0.-WINDOWS TO BE USEC AS EMERGENCY EXIT SHALL HAVE A MAX SILL HGT OF 44" AND AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ FT. 11.-ELECTRICAL OUTLETS IN GARAGEN AND BATHROOMS TO BE GFCI. 12.-ELECTRICAL OUTLETS WITHIN 6' OF SINKS TO BE GFI. 13.-ELECTRICAL OUTLETS IN KITCHEN, LAUNDRY ROOMS AND BATHROOMS TO HAVE A DEDICATED 20 AMPS CIRCUIT EACH. 4.-DUCT TAPE MEETING THE REQUIREMENTS OF Ul 181, 181A, OR 1818, SHALL BE USED OR ADDITIONAL DUTC A TI ACHMENT DEVICES SUCH AS TIE RAPS OR MASTIC WILL BE REQUIRED FOR INSTALLING MECHANICAL DUCTING. 5.-THE RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENTMUST BE FULLY DUCTED FROM THE EQUIP TO THE CONDITIONED SPACE DROP CEILINGS, WALLS CAVITIES AND EQUIP PLATFORMS MAY NOT BE USED AS PLENUMS. 6.-THE FAU CLOSET OR ALCOVE SHALL BE 12" WIDER THAN THE FURNACE(S) BEING INSTALLED. 17.-COUNTERTOP RECEPTACLE OUTLETS WILL COMPLY WITH 2010 CEC 18.~ RECEPTACLE OUTLET LOCATIONS WILL COMPLY WITH 2010 CEC 19.-GROUND FAULT INTERRUPTER PROTECTION SHALL COMPLY WITH :>.010 CEC 20.-THE DISCHARGE POINT FOR THE EXHAUST AIR AT WILL BE ATLEAST 3' FROM ANY OPENING WHICH ALLOWES AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. DUCT LEGS FANS CAN NOT BE USED IN BATHROOMS IF A TUB OR SHOWER IS PRESENT. 21.·ALL 1:25 VOLT SINGLE PHASE, Hi AND20 AMP RECEPTACLE OUTLETS INSTALLED IN BEDROOMS, SHALL BE PROTECTED BY ANARC·FAULT-CIRCUIT-INTERRUPTER (S), (AFCI). AS REQUIRED BY :>.010 CEC ~--"ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH, WITH MESH QPI;NJNGS OF 1/4" IN DIMENSION. PER 2010 CRC ENTRY I I I I I I I I Provide batten.~ !Jdpe Carbon Monoxide Alarms In all existing snc:l new sleeping rooms and hallways leading to sleeping room. Carbon Monoxide Alarms In new sleeping rooms to be hardwired. Installation of Carbon Monoxide Alarms will comply with 2010 CRC. Sec;tion R315.2 & R315.3 I )---- I [// I : / u PATIO DECK PLAN WITH NEW ROOF 1 /4"=1'-0" /3/4" _____ .--, ----------------------------~~~-::~-----~ lX :1----------~----------------~ ~ X 3/4'/ _,. ' / '~ 1/2",/ 112" POLYETHLENE GAS SHUT OFF -II'! ' / NEW"""' ' • _1 ~ ~ ~ ~ ~ 3/4,/ b ' F-. ~ ' 5/8" ' ,/ ' 5/8""' ' FIREPLACE 1/2" ' v ' v v ' 1/2"..---' POLYETHLENE GAS Jl ' ~ J ' __.:!,. -~ MOUNTED PLATINUM OUTDOOR HEATER MODEL#/ BR-PLA-500-NG, WITH HEAT DEFLECTOR# BR-2620166 39,800 BTU, WITH 11 D VOLT ELECTRONIC IGNITION GAS PIPE LEGEND 3/4" POLYETHLENE YELLOW GAS PIPE 518" & 112" GALVANIZED SCHEDULE 40 GAS PIPE ® 112'' POLYETHLENE GAS SHUT OFF, ELSTER# 112 PSV I GAS PIPING PLAN u 1 /4"= 1'-0" 1-----------------44'·0"'---------------------~ l------------17'-6"------~--~--------------26'·6"'------------_.., SHADED AREA DENOTE~>._ --{-E]--48" GONG BENCH T-9-B.-., .~_-"1,.--. -----,------------:/;-----------, -REMOVED _ <· ·-,i--,--.,.--,----r-.::>.r--r--r----,r--r-,---,--,---;f--,-----,-,--.,--,--.,--,' -;~:::-':_-r<=."z::;·_r.-:_:: __ ?,'_.:{;_-:S~~:; .... '-,:',~'F--~-'-·+···--[-I>_J_'-·+-· '-~-+l-l----+--+~-!:~+l"-r-'_"''!rt!t:!t--1-tt1_:~~~h-4~Rnl::i~='R~1;;:,1'\JB"o;I\I~~~!:~/:~:~~~~:~:~!:~:~-J · :·r I i ... yt 1._1--+--+-+--+---+-1-+-+-t---. ---1--l--+--+----;l--+--+-l--+--+-+--+---+-+---t----+-+--+-+--I---H i •' '· l:-t---+-t----h......_rt-f----1----1'---t-+-+--+ll----1-l-t--t---J--J--T-+-+--+-t-t-----l-t-t--J--J--t--t--+----JI . ; 1 '"' _, •• 1--,i l-+-+-+-+~i"-----t-t-l-+-+-+--t--+-+-l-t-t--+--t---+--+-+-l-.l-.tl~='-.,tr-~Jj!ii:1 ~tt~111m_:!v\11111~ilJr*,..-~._,..,-t---+--i • -.r . 1 '-, ....., -. -Ni-1-,_of-T ...,.---t----1 Cl ' "' ~ __ , I '" ;;, 8068 SL G. DR (E) 18068 TRIPLE SL GL DR I : , " I I '- 1 " I "'- I '- 1 "" I '- 1 ", rt ---MtiSIC'ROOM-) I // I / I // I / I / I // I / I // I / I / ,-/ I / L__L ___ l ENTRY I FOYER FAMILY ROOM ~ I I ~/ I : / u EXISTING PATIO DECK PLAN WITH NO ROOF 1/4"=1'-0" I I I I I I }--- .. ~ 0 ~ Q UJ 0:: LU ~ 0 c LU (/) 0 0.. ~ 0.. REVISIONS Ul \,) z Ul n -U) Ul DC J: ~ DRAWN B'f A. H. CHECKED BY DATE 9/2/2013 SCALE NOTED JOB NO. 2013-0218 SHEET 2 BY A. H. OF 5 SHEETS / . . ~--<-+------EXISTING 4X RAFTERS @ 24"0C-------~>f4------NEW 4X RAFTERS @ 24"0C------__, f--1----1 /EXISTING 6X RIDGE BM NEW 6X RIDGE BM'-... , ' f-------1 f---1 - -f------n---q~l-------1 f-------11-------1 ' 1---I (N) 2X6 WALL PERPLAN - (N) NAPOLEON FIREPLACE MOD#GSS48 ANSIZ 2197-2012 APPROVED (N) 4X DROP BM"' BEYOND .... -... (E) BENCH BEYOND ~ ----~~~·~=d-~---~---r~ ~ ____ _L __ INVERTED~~~- ECCQ , vv~ -~ '-_;-;-~ ·~~'"'6X RIDGE B~::R PLAN ~. ~'""~~~ --'Y.;;;:x:~;:;,:..;__::.!"~~N-~,...,;ffl 1111----~,j\ -~ ~~~~ II 11 1 ~ I I II 1 ~ (N) 5Y." >I BEAM PE N .. :J I I I I lllf; HGR i i i I ~HEAR i :~ __ jJ-.t-1 PANEL 1----------------. NEW 6X6 POST/ I II NEW 6X6 POSf NEW 6X6 t'U<:i I -......._ I I I / I I -~~ I I (N) 2X6 STUDWALL W/ ---------1 I I I I \ I I I -----DOOR & WINDOVVCUTOLJTg---I II I I i ~ .--I II/ \ ---------------- REVISIONS ~ 0 lU -\.) !;;;: z a. lU BY A. H. , EXISTING DWELLING SLAB \ : .·· . : , .< FRAME SECTIONS I :I /(E) PAVERS OVER4" CONC SLAB : : ~-\ c 9 w U) a:: lU w ()! ~ J: DBL WALL 10" STAINLESS Sn CHIMNEY FLUE WOODLAND 11304L UL RATED 103HT jfSpQ[_.S-l;IIPARK ARRESTOR ~ l!i1l 7/8" STUCCO W/ STONE FACING -- 1/2" OSB SHEATHING ""' BN~ ~ 2XCALFILL 4XRAFTERS PER PLAN-k-~ 2" METAL SP CER X BLK'G -----=~ 2" MET~L SPACER .............._ 7/B" STUCCO W/ 1----- STC NE FACING -------· 4X6 HDR i!QI.Ir--1 26ga METAL FIRE STOP r ....--l/8" STUCCO W/ STONE FACING BOUNDRY JAILING ['::;, ~~ ~ 2XFASCI:;>. SX DROPBM r--._ PER PLAN 24" X 4B" ST. STL BBQ HOO~"-------!J W/450 CFM EXHAUST FAN PRO-LINE# PROSEW48 I -... 2x4 STUDS@ BBQ -"' "'!'"'--& PIZZA OVEN @16"0C t • IMAGINARY LINE ...1 ~/(~ BBQGRILL "· ,. " •• " 7/8" STUCCO WI STONE FACING . : 6''1. . mi$..- .. J '6~&. HOOD DETAIL u _,/' ACRALIGHT MOD# 2248 SF / ICC# ESR 2415 2-2X SOLID BLOCK/JOISTS -----,_ @SKYLIGHT DETAIL -\' ! u EXISTING WINDOW ELEVATIONS ALL NEW ROOF TILES TO BE CLASS A FI.RE RATED 2040 cvv1 cr~e. CONCRETE TILES ICC# ESR 1775 0~ '"" i'''--~VER 30 #FE~ TO MATCH EXISTING "' M FIREPLACE BuE~:V .miD---._ I ... <(l(lQ Vt:N rn1 ~* . -~:-, ;. : , •• -':/ ~ (L •. :.:):· .... · ~ .:'· .. .. ·.·-:· :>:"·"··· .. · I '"' . • • • . '. I '!..-.-...•• .'_-·•.::;· •. ··: 7'-0" TO P/L ~ : ·.::: .• ,··._.: .• _. _· I-@ EASTSI1DE_,....~_ '" ~.11A COUNTER ul,P--1--....__ A ---::-· ,. :· : .; r-" NEW SHEAR WAU.- ;/:::') ~ .•• ;-:_: (1.7'-0" ; '" -~ . :.:. ··.-:_· .: ::, :>':: ,·. I __ t. ~- 'i "II II ., II' II I ' I ' !" 'lli" '· ·"!rlllr!'!-;,;!' ',1-'n?" 1;7:~-~~--,.-c,,., .,.... ·,-•ii-1, ;_-~_,.,.,.~-·,-··""'"~,i~~-.. , ,'-·~~::.. '"""·_.;"'"F,"'~--;·-,'-:·.;,;.::.:.,-"-.. -'.,, ,_'""•·..:.·-'--,,;;-,;_.'+_~:;""';;' ~ .. _L.,;+:~ •• ,I. 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I ~ ::=---------::;.--"IN<.> WINDOW BEYOND EXISTING ROOF BEYOND I' 6X RIDGE BM 4X RAFTERS I I ~ DROP BM'======:::'J EXISTING BEYOND I EXISTING ~ BEYOND C=====~ ~ ~ ~--4X6POST . -. : _ •·:-l-4oi---4X6POST ·: : · .. " .. ·-. ' : / BBQ o ""~SLIDING GL Dl "I"~ ~1 I~" GL DR '"-:: :.~s BEYOND 1 / .. · ·.-. ';_/ . 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DRAVVN BV A. H. CHECKED BY DATE 9/2/2013 SCALE NOTED JOB NO. 2013-0218 SHEET OF 5 SHEETS 2x4FLAL @24"0.C. ,------\Pi;!;:b.L;Y, :s~;HEATHING PER ROOF FMG. PLAN ~--EIJGEftli\ILING --·---------- ~=~i~~;.:N\~2:X:ST:U:DS~@::16;."0:C~----11-:::::::::::::~:g~[;~~~P~A~N;E~L~~1~I~;E;---~---: •• =-=-~:FX:IS~T:IN:G-:::t=::::~~~~~:Jr ROOF FMG. PLAN _, W/Sii"DIA.x1 D"AB.'S AT 2X4 STUDS""'" rr~:;t!·no ! ~~' PLATE EDGE NAil • ~ (E) 2X STUDS@ 16"0C ~-f., 72"0C. 12" OFF ALL ENDS SLAB PER --, .,:,<1 D"A~j·: ,: P,T_- ...-........... • U N.O OR SHEAR TRANS SCH. FOUNDATION PLAN 11, ·, ·,.,;,·~:· _QF~ ~.;,~~D~Sr EW NEW4 X RAFTERS PER PLAN 6X RIDGE BM PLY SHEATHING_~ -,. /{~PT DF.BOTTOM PLATE INSULATION PER PLAN --fl-'... f" """PER PLAI '",.. 2x BL p--(E) 2XPT PLATE W:o!.~~ USE 3'X3"X 229" WASHERS II u.• .. ~"SHEAR ~"~ SCH. ~-~~:;;;;:=-~-.J!~ ~~;ER SH~RHEDULE -----~ ___.-DIAX10" AB SAT 60"0/C '0'~ .\ 'I"F OF SAW CUT SLAB REEIAR---, rU;;;S~EE~ 3~,'"~·~ -~",'~~-,l~~"e;P,·ILP,~,C~~C~":~.M.IA~iC41',E;AE'DF.G. ~2~FASCIAPER ~--···-" ~ f'I.J --- • -~~';-;;;··~~"~'ELEVATION r;~2x8T&G ~rc~tn••~ ......... ' ~u~~ ftli\ILING .......... 2xDBl. TOP PLATE , ~ '+-11--·2• GYPW~~~~~~j.,'rtp !'(""" , , I"V"\I'" SCHEDULE .... . I'( ~~~[}-JPL..:r_ lEX '·G 6X RIDGE BM;~T./ G:·" 35@ , ... oc oo•cn•vn olv ~"" PER 1">"".-• t C \.-~· (E)2XDBLTQPO. '---+-11---ZxBLOCKING . ':1xl \.f'E~ :o .. n.o t' -~ 1\ ?' 'oRPER I SHEAR PANEL,·~;-~~;-...., ROOF FRAMING PLAN t~,:, .,. · = (E) 2X ,...... ~ (N) DBl TOP PLATES ROOF PLAN PERr~,. ~~;poWELST&B~B 1@!~241"':gOlNC~.f-o(jii-,r:~ N ~ ~FAR PA~~~,~~~" • I':''~~M'" IN!~~~:~~·~? I'.ZS ,\ r / ~ ' ~i!~E _ l'i""='11"'.....,,N PER PlAN LJ(f@lc~~sH~E~A~R}T~RA~N~s~F~E~R_1(9)~~9~~s~H!§EA~R~T~RA~N~s~F§!ER~Im~~ ~~g~ .. ~-NOT 1 ~#,BARSHDRIZT&B ... /./ ._!4d. ..l'.r;·~ .. LI<G 134 ... ,___,E""x'"""n"'N"'G _ _..,I-12 •. _ "" T.&BV _I T 1 @ e·~· s~:;~~~24"o.c .. -----. , 8) FOOTING CONNECTION 'j) EXTERIOR FOOTING @)SHEAR TRANSFER 4X RAFTERS PER PLAN \ loot. '" HDLM 2x8T&GSHEATHIN \\\.\ 1'1 •u. PER FRAMING PLAN ~ ~ -...;:: ~ONCRETE SLAB ' ,'=IJ=,>oST PER PLAN VA33EA SIDE r.: rLAB WHERE OCCURS HDUS HDUB, HDQ8 W/SSTB 16 WiSSTB20 W/SSTB24 WiSSTB28 HDU2 & HDU4 ON .2"2X STUDS WI2·1Sd@ 6" O.C. U.N.O. ~ ............ EGLEUTE 550, LITE WT I c fo CONC TILES ICC# ESR 1900 6X POST--t."" ~ o ol lo ~I I jo o~ 6x6 POST UP WI ECCO-r.-v.INVERTED CCj ./ I EXISTING \ FINISH GRADE_:l ·~;;;;OR HDQ r~" PLAN BOLTS HOLDOWNS ./ 2X6 T & G. SHEATHING ~~N 4XRAFTERs ~ LINE OF (E) PAVERS OVER :~Or ~ 1/CBSQ l ' 7 5Y.X BEAM #2A PER PLAN 0 I !-FOOTING PER< PlA 5Y. X 11Y. PSL BEAM #2 PER PLAN HUCQHGR PER PLAN ...., 2X BLK'G W/A35@23"0C __- 4XDROPB~ I- PER PLAN 1811 [ __ -~.. • 1o I I• '-Jr-"T"-r I '·. ~:·~ T .~ ' ~~·· .. • N -<r.,~-f,,~_-:j~_.-i:,__].., . l f, '-LINEOF12'X12" I FOUNDATION NOTES 6x6 POST TO FTG WHER~E>---1~ ~1~[.,~~~~:~";; .,;L~~"R INF. PER PLAN ' PER PLAN :6X POST WI ECCll"" ~~ .,_ ' -(3) # 4 E.W. I 24"X24" SQ FTG BEYOND '91 O""U<> I <> 1. FOUNDATION DESIGN IS BASED ON 1500 P.S.F. 2. IF THE BUILDING INSPECTOR SUSPECTS FlU, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT. AND SUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. 3. TYPICAL FOOTING TO BE 12" X 12"@ 1 STORY; 15"X 18" @2 STORY CONDITIONS INTO FIRM NATIVE SOIL UNLESS OTHERWISE SPECIFIED BY SOILS REPORT OR ON FOUNDATION DETAILS. 4. HORIZONTAL DISTANCE FROM EDGE OF FOOTING TO DAYLIGHT SHALL BE 7'-0" MINIMUM ORAS RECOMMENDED BY SOILS REPORT. 5. NO PLUMBING PtPES OVER 1 %"DIAMETER IN 2X4 SHEAR WALLS AND 2 W' DIAMETER@ 2X6 SHEAR WALLS. 6. ALL HOLDOWNS ON2-2XSTUDS WITH2-16D@ 6" D.C. OR4XPOST U.N.O. 7. ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. a. HOLDOWN ANCHOR BOLTS SHALL BE RETIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 9. CONCRETE TO REACH 2500 P. S. I. AT 2a DAYS. 10.ALL CONCRETE BUILDING SLABS SHALL BE A MIN. 4" THICK WITH#3 REBARS AT 24" O.C. MAX. E.W. @ MIDDLE THIRD OF SLAB, TURNDOWN INTO FOOTING WITH 4" MIN. SAND FILL AND 6 MIL. VISOUEEN IN BETWEEN U.N. D .. 11.PROVIDE 3/4"DEEP SAW CUT X 118" THK. @20'.()" MAX O.C. EACHWAYWtTHIN24 HRS. OF CONCRETE SLAB BEING POURED@ ALL NEW SLABS OVER 1 ODD SQ. FT. 12.THE CONCRETE SLAB IS TO BE POURED MONOLITHICALLY UNO. 13.WOOD TO BE MIN. 8" ABOVE ADJACENT ftli\TURAL OR FINISHED GRADE & 2" ABOVE CONCRETE SLAB. 14.FOUNDATION PlATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH 518" X 10" LONG ON2X SILL AND 12" LONGON3X SILL EMBEDDED@ LEAST 7'' INTO CONCRETE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE AT 6'-0" D.C. MAX. OR LESS, PER SHEAR TRANSFER SCHEDULE. THERE SHALL BE A MINIMUM OF TWO BOLTS OR ANCHOR TRAPS PER PIECE WITH ONE BOLT OR ANCHOR STRAP LOCATED NOT MORE THAN 12" OR LESS THAN4" FROM EACH END OF EACH PIECE. A PROPERLY SIZED NUT ANO WASHER SHALL BE TIGHTENED ON EACH BOLT TO PLATE. 15.F ASTENERS IN CONTACT WITH PRESERVATIVE· TREA. TED WOOD SHALL BE OF HOT DIPPED Zl NC.COA TED GALVANIZED STEEL, STAINLESS STEEL SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC.COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. CONNECTORS THAT ARE 'JSED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMIENDATIONS. A MINIMUM OF ASTM AB53, TYPE G165 ZINCE-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMtTTED. CBC 2304.9.5 16.PROVIDE A MINIMUM OF 2 ANCHOR BOLTS PER SHEAR PANEL 17.FOR INTERIOR SLAB, NON-BEARING WALLS, USE RAMSET POWDER DRIVEN PIN@ 24" D.C. PER ESR 2690 18.PLATE WASHERS, AMINI MUM OF 3" X 3" X .229" IN SIZE. SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGOftli\LLY SLOTTED WITH A WIDTH OF UP TO 3116" LARGER THAN THE BOLT DIAMETER AND SLOT LENGTH NOT TO EXCEED 1 Y.", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. 19.1F A SHEAR WALL OCCURS ON BOTH SIDES OF A FOOTING TI1ENTHE ANCI-JOR BOLT SPACING IS TO BE REDUCED BY 1/2. 20.1NTERIOR BEARING WALL SOLE PLATES SHALL HAVE ANCHOR BOLTS SPACED AT NOT MORE THAN 6FT. ON CENTER AND LOCATED WITHIN 12 OF THE ENDS OF EACH PLATE SECTION WHEN SUPPORTED ON A CONTINUOS FOUNDATION. R4G3.1.6.1 21.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4FT. FOR BUI.DINGS OVER TWO STORIES IN HEIGHT. CRC R4D3.1.6.1.4 22.PROVIDE SOLID 4X POST OR DBL 2X POST WITH SOLID BLOCK UNDER ALL POST ABOVE. /2X12 END RAFTER/FASCIA <f / ... ..-6X6 POH DN W/CCO/ECCO~~ _®coNNECTION OCCURSWIECCO 2 ~0" ~1 ~! sx1o ~~+++m-1+H+-1+-------l!:lr----~\:--------,...-"""""'~.....r=;-ll ~ 6 FT LONG) ~ f 13 \ :1 ~~LirE OOLITE / SKYLITE' I~, IT;; 1f\TYP b r:-u ~ ~ / ' "" ....___ / --.... 3 ..1 r"" II -....~ ST22--" -' -...:::, L._ ~ "-: 1 r:a (8\ I ill a. "' 12 chi::ijs@ 24"0C D.F. # 2 ~ ~ 4X12 RAFTER~@ 24"0C D.F. # 2 I~ 0"' ~~~..;;o~~~tH~~~~tft~~-------------i"hH'r-----------~~--------------~~~2~\:~~ /7""-~ 2X8 T & G ~ ~ \ 4 )~ ~ ( 9 SHEATHING X _jQ_ Ill L---f,__;_/ X ~t44~1ij~*f~~~~;--....~~L~E~~~~\------~?~K-Y-LI-~TE/i----~~X~~----~~~K.-YL-IT~-E/i~\.-----~~~SK-Y-L-I~~E~----~--: ~ I~ ~::Nt--H-'1 ;..KY I~ / --.... \ L --.... ...,.... , I \ (N )6XS POST, rz:HUCQ INVERTED CCQ \ (N )4X6 POST W/EPc--->li,r : A 3 I , ___\. .....1\ @ HDR .L@ RIDGE BM /70. ~ 1\._4_.)[' Vg ~~§~ ~J: I 1'\ I L/ ~ \ 6'-0" \ '\ -" 4,L I \ ST22~fi±T.~*~~~~~~~I\~;;:=;:;~"'I~· ~~~\~?/~~ ·~~\.~~r!/~~ /(N) 5Y.X11Y. HDR '.:;,j j (N) 6X8 HDR \ ,_, Jl ' : ( 6 ~ ~ 6 \ (N) 5Y.X7Y. ERSALAM ~(N )6X6 po:;.;:p \..1/ '. \ '-1.) 3100, M # 2A WIECCQ : '. '. HDU2 ill I ', Ecca @ posJ i'!l I '. & VERSALAM C1 I ' ~ I '-~ ' ~ I II '-w l_J __________ ~'_\ illr- u ROOF FRAMING PLAN 1/4'1=1'-0" BEAM #2 I 'o..l I~ !ii I ~ : I I I I I I I 4 CD 115 CENTER FTG.@ POST @POSTTO FOOTING [(?)EAVE DETAILFASCI t1)PIER FOOTING DETAIL I ROOF FRAMING NOTES 1. ROOF FRA~ING DIAPHRAGM 1"0 BE 112" A.P.A. RATED SHEATHING 32/16 OR 24/0 ftli\IL BD COMMON AT 6" D.C. EDGE NAILING AND BOUNDARY, 12" O.C. FIELD fill\ I LING. 2. ROOF HEADERS: L < 5' 4 X 6 OR: 6 X 6 U.N.O. L < 6' 4 X 8 OR: 6 X a U.N.O. 3. ALL HIP FilL AND HIP OVER TRUSS FRAMING MUST BE BRACED AND SUPPORTED PER CALIFORNIA FILL DETAILS. 4. BALLOON FRAME WALLS OF ROOMS WITH SLOPING CEILINGS. 5. MAXIMUM ALLOWABLE STUD HEIGHTS: U.N.O. BEARING WALL:2X4 AND 2X6 MAXIMUM 10FT U.N. D. NDNBEARING WALL: 2X4 MAXIMUM 14 FT., 2X6 MAXIMUM 20FT. 6. ALL HOLDGWNS ON2-2X STUDS WITH2-16D@6" D.C. OR 4X POST U.N.O. 7. ALL STRAPS, COLUMN CAPS, HANGERS. CLIPS, ETC. TO BE PRODUCED BY SIMPSON STRONG TIE, OR EQUAL. a) ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE tNSTRUCTIONS IN THEIR CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE li"HE CONNECTION TO FAIL. 160 FASTENERS ARE COMMON NAILS (8 GA. X 3 1 /2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA. X 31/4") LNLESS OTHERWISE SPECIFIED. b) BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1118" LARGER THAN THE BOLT DIAMETER. c) UNLESS OlHERWISE NOTED, BOLTS AND NAILS CANNOT BE COMBINED. BD, 10D, AND 16D SPECtFY COMMON NAILS. d) FILL ALL FASTENER HOLES WITH FASTENER TYPES SPECIFIED, WITH TABLES FOR HIGHEST CAPACtTY. 8. THIS PLAN DOES NOT PROVIDE COMPLETE FLASHING AND WATERPROOFING DETAILS. THE DESIGNER AND ENGINEER DO NOT REPRESENT THEMSELVES TO BE EXPERTS IN fHE FIELD OF WATERPROOFING. IT SHALL BE THE RESPONSIBILITY OF THE ROOFING/DECKING CONTRACTOR TO PROVIDE THE WORKMANSHIP AND MATERtALS NECESSARY TO PROVIDE THE STANDARD OF CARE TO COMPLETE THE ROOF AND DECKS IN A WATERTIGHT CONDITION. ROOF OR DECK DRAtNAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ON THE STUCCO EXTERIOR FINISH. 9. ALL PLUMEING WALLS TO BE 2" X6" STUDS. NO PLUMBING PIPE OVER ONE INCH DIAMETER IN SHEAR WALLS. NO HEATING lAC DUCTS OVER ONE INCH IN SHEAR WALLS. 10. PLASTER APPLIED OVER WOOD BASED SHEATHING SHALL INCLUDE TWO LAYERS OF GRADED PAPER. 11. MEASUREMENTS AND WALL THI!CKNESS MAY VARY FROM DRAWINGS; EXPOSE EXISTING FRAMING AND FIELD VERIFY EXACT STRUCTURAL FRAMING SIZE, lAYOUT, AND DIIAENSIONS PRIOR TO CONSTRUCTION. H~~:QoL==::;:j-----------441-3" 6'-0" I tt5D'U-02\" 17'-6Y."'---------,.c-----------21'-2W''------------t ~ 24"x24"x1B" PIER .f1\ --lsi'* I~· ALINE OF REMOVED BENCH ~ ~ W/(3) #4 E.W. PE'\.._.V ------------ 1 ~~~~~~~.~~~~~~~~~~~~~-~-·~ ..... ~-~~~i~~~~~~~~~~~~~~~~~~~-~~ -::.+r -~ ·~~ ;:;--"-+ - -.-· ___ .. -'.T --+-~ -~1'#=:::::::;=1"1@ ffi fn~ 7 v_ ____ _;__ ____ ---·-___ .. -·-·· z 2':'r......_ 11:: u I:! I :Nl ;H W: ~-t/ --------·---------. 30"x30">1B" PIER r1:n:s4-tr-11::t::t:t:-r-lll-lllll=~=f=~ L I ,......v W/(4) #4 E.W. p~'\.. 4 ) 6XB POSTWICBSQ I . 1 ~/ )' 1.·· 1' ~+-t-t--+-+-f--+-+-t-+--+-+-l-+-+-tf--t--+-+---l-+-+-t:r-t-+-l--l-+-+--t-t--11.· /v ~+-+-+-+-+-+-+-+-+-4-4-4-4-4-4-~4-4-4-~~~~~~~~~-r-r-r~l . JL',EXISTING 4" CONC SLAB WI PAVERS TO REMAIN 1 ~ . v V I 1i ~-r-t~r-t-,r-+-1~~+-,_-T'-t~r-t--r-t~t-+-+-+-t--r-+--r-+~~t-~-+-i--t-i-~l lt--t-t-+-1-+--t-+--+-l--'1-+-t-t-+-1---#---f-+--+-t-+--t-+--f 24"x24"x18" PIER: ,,..-.~1 =t=t-w/7~--t---T (~) 30"x30"x1B" PIER (4\ W/( 3 ) #4 E.W. PER 4 -I-~ .,jrA\~A~.,..._--f41-1f=l=i==t==F===11=i==i==f:=l=t<HDU; 1/W/(4) #4 E.W. PER-\ 4 ( ~F/~1" N _{j;j_ b '-._3_./ e~b.. / 7 Vg 9 51"-3./ <b ..... li ~ 7,1,-)~///7P/?'A ~IL _:-,gi7 ~ ~~//~##//#~//;~/& '/I~ ~~J:I _; L- (8\ (a V/LJ:: (a\ """\_3)- r~---------------~ -----------------------r--~ I I -~~ I J__4'-B"·--;----7'-10"·---i-----8'-3"'----f.o>---+-------18'-3"'--------.-j.o--4'-10':_ I I l..---l--1 ---------------------441-3"'+---------·-------------_l+-• I /8\ I I '-3 J I I .,..-I I .---I --+-~----------------------~~ u FOUNDATION PLAN 1/4"=1 '-0" 1 REVISIONS BY A. H. ~ .. ~ 0 -~ c.. c w 0::: w ~ (,) c w en 0 c.. 0 0::: c.. ~g UJ \) z :s& UJ n ....1. \.1) l=<( UJ \.1)\) Q! <(. :r. \)Q a<( \) <( .,rn UJUl \.1) -....I >oc ~~ If\ r- DRAVIJN BY A. H. CHECKED BY DATE 91212013 SCALE NOTED JOB NO. 2013-0218 SHEET 4 OF 5 SHEETS : QJ;;NJ:'AAL, 1. THE CONTRACTOR SHALL. ASSUME SOLE AND COMP~ ReSPONS161LI1Y FOR THE JOB SITE CONDITION!!> DUFtiN6 THE COUFtSE OF CONSTFtUC TION. INCLUDINQ THE SAFJ;;lY OF ALL PEFtSONS AND PFtOPEFt1Y, AND THIS ReGIIJIReMENT SHALL. APPLY CONTINUOUSLY AND NOT BE LIMITfP TO NORMAL t'IORKIN6 HOUFtS. 2. THE CONTAAC TOR SHALL. BE Fti!SPONSIEILI!! FOR ALL MEAN!!> AND METHODS OF CONSTFtUCTION INCLUDINQ, BUT NOT LIMITED TO, SHORIN6, 6AACIN6, TEMf'ORAI'tY EXCAVATIONS, AND SHALL. Bf IN ACCOI'tPANCJ:' I'IITH ALL. STATE AND FEDEAAL SAFJ;;lY ReGIIJIFti!MENTS. 3. THJ:' CON TRAG TOR SHALL. VJ:'RIFY ALL DIMENSIONS, J:'LEVATION!O, AND SITE CONDITIONS EIJ:'FORe STAFtTIN6 I'IOFtK AND NOTIFY THI! Al'tCHITECT AND J:'NQINEEFt IMMEDIATfLY OF ANY DISCRePANCIES. 4. ALL OMIS!OIOHS AND CONFLICTS 6ET~N V AAIOUS ELfMfHTS OF I'IORI<IH6 DftAI'IIN6!0 AND/OFt SPECIFICATIONS SHALL BE EII'<OUQHT TO THE ATTENTION OF THE AftCHITECT AND EN61NIZR eeFORE P~J;;EOIN6 I'IITH ANY INVOLVED I'IORK. 5. ReSOLVe ANY CONFLICTS ON THe D~IN~ I'IITH THe Al'tCHITECT AND J:'N<SINJ;;I!Ft BEFORe p~J;;EOIN6 I'IITH CONSTFtUC TION. 6. THe CONTI'tACTOR SHALL DJ;;TEFtMINJ;; THE LOCATION OF UTILI1Y SEFtVICES IN THe AFteJo< TO ee EXCAVATfP PFtiOR TO BE<SINNIN6 EXCAVATIONS. ' "1. NO PIPES, DUCT!!>, S~ES, GHASE:!>, ETC. SHALL Bf PLACED IN :!>LAB:!>, BEAMS OR I'IALLS UNLESS SPECIFICALLY SHOI'IN OFt NoreD. NOFt SHALL ANY STRI!GTUAAL MEMBEFt BE CUT FOR f'lf'eS, DUCTS OR OTHEFt ITEM:!> UNLESS OTHEI'ti'IISe NoreD. CONTAAGTOR SHALL OBTAIN f'FtiOR Af'f'FtOV AL FOP1. INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS OR OTHEFt ITeMS. ReFI!.Ft TO Al'tCHITEC TUAAL 0101. MeGHAHICAL DftAI'IIN6S FOR LOCATIONS. t:l. ALL MA TEFtiAL AND I'IOI'tKMANSH IF SHALL CONFOFtM TO ReGIIJIReMeNTS OF LATeST EDITION OF THe CALIFORNIA BUILDIN<S CODe (CBG AND Gfte). '1. SPECIAL INSPECTION PEI't SEG. 1101 OF THE GBG IS ReGIIJIRet:> AS SHOI'IN ON PLANS. CONCRETE MASONRY: 1. BLOCK MASONRY UNITS SHALL BE TYPE I HOLLOW CORE CONCRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION, AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF 0.06% FROM THE SATURATED TO OVER DRY CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 1500 PSI. 2. MORTAR. MORTAR USED IN CONSTRUCTION OF MASONRY WALLS, FOUNDATION WALLS, AND RETAINING WALLS SHALL COfEORMTO ASTM C 270 AND SHALL CONSIST OF 1 PART PORTLAND CEMENT, 2-1/4 TO 3 PARTS SAND. AND 1/4 TO 1/2 PART HYDRATED LIME. (CBC 21 03.8) 3. GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL CONSIST OF 1 PART PORTLAND CEMENT, 1/10 PART HYDRA TED LIME, 2-Y. TO 3 PARTS SAND, AND 1 TO 2 PARTS GRAVEL. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT28 DAYS. (CBC 2103.12) 4. MINIMUM LAP OF REINFORCING STEEL SHALL BE 40 BAR DIAMETERS FOR GRADE 40 BARS AND 4B BAR DIAMETER FOR GRADE 60 BARS. PROVIDE 1" MINIMUM CLEARANCE FROM BLOCK MASONRY CELLS. 5. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLESS CLEAN OUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TOBE FILLED. 6. NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. B. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL .ALIGNMENT; ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 9. ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE CONTINUOUS INSPECTION BY A REGISTERED INSPECTOR U.N.O. 10. RESTRAINED (BASEMENT. WALLS SHALL BE PROPERLY SHORED OR THE FLOOR FRAMING SECURED PRIOR TO PLACING FILL I'OUN~A TIONo 1. CHAFtACTEFt OF FOUNDATION SOIL: 1SOO PSF OR SJ;;E SOILS RePORT 2. SPReAD AND CONTINUOUS FOUNDATIONS AF:e DESIGNED TO BE FOUNDED ON THE FOFtMATIONAL SOILS OR FILL SOILS, ReGOMPACTfP OFl COMPACTJ;;P TO A MINIMUM ReLATIVE DENS11Y OF '10 PEI'tCENT. ALLOI'IABLE BEAFtiN6 CAPACITY PEFt ReCOMMENDATIONS IN THE SOILS RePOFlT. 3. UNI..E!!oS OTHEI'ti'IISE NoreD, NO BACI"FILL SHALL BE PL.ACED A<SAINST I'IALLS UNTIL, A. t:.ANTILEVEFt ReTAINING I'IALLS HAve CUReD FOR A MINIMUM OF 2t:l DAYS: 6. I'IALLS ReSTAAINED AT TOP, 14 DAYS MINIMUM AFTEFt FLOOIVFtOOF SLABS AFll! GAST: 4. BACKFILL SHALL BE IMPORTJ;;P SeLECT SAND OR APPFtOVED <SoftANUL.AFt fil-L. 5. BACKFILL OF FtETAININ6 I'IALLS TO BE COMPACTJ;;P BY LI<SHT -HAND COM PAC TOFlS ONLY. 6. Pft!OFl TO THE CONTI'tACTOFt ReGIIJESTING A BUILDIN6 DE;f'AFtTMI!.NT FOUNDATION INSPI!.GTION, THE SOILS EN61NeEFt SHALL ADVISE: THE BUILDING OFFICIAL IN l'll'tiTING THAT' a. THE 6UILPIN6 PAD I'IAS PRePAReD IN A=OftPANCe I'IITH THE SOILS RePORT: b. THE UTILI1Y TReNCHES HAVt: BEEN PFtOPEFtLY BAGKFILI..ED AND COMI"ACTfP: AND .,, THE FOUNDATION EXCAVATIONs COMPLY I'IITH THE REINFORCED C.ONC.RETE 1. CEMENT SHALL CONFORMTOASTMC-150, TYPE II. 2. AGGREGATE SHALL CONFORM TO ASTM C·33 FOR STRUCTURAL NORMAL· WEIGHT CONCRETE (1" MAX. SIZE) AND ASTM C-330 FOR STRUCTURAL LIGHT-WEIGHT CONCRETE. 3. READY MIX CONCRETE SHALL BE MIXED & DELIVERED IN ACCORDANCE WITH ASTM C-94. 4. CONCRETE DESIGN MIXES SHALL BE IN ACCORDANCE WITH CHAP 19 OF CBC & SHALL BE SIGNED BY A REGISTERED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF JURISDICTION. 5. ALL CONCRETE SHALL SATISFY BOTH A MINIMUM STRENGTH REQUIREMENT AND MINIMUM CEMENT CONTENT. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS SHALL BE: 2500 PSI FOR SLAB FOOTING ON GRADE U.O.N. 4000 PSI FOR COLUMN BEAMS AND POST-TENSIONED SLAB U.O.N. THE MINIMUM CEMENT CONTENT PER CUBIC YARD OF CONCRETE SHALL BE: 51/4 SACKS FOR 2500 PSI STRENGTH 51/2 SACKS FOR 3000 PSI CONCRETE OR GREATER 6. THE MAXIMUM CONCRETE SLUMP SHALL BE 3"+1" FORA SLAB ON GRADE AND 4" • 1" FOR ALL OTHER WORK. OR AND NOT MORE THAN 7-1/2 GALLONS OF WATER PER SACK OF CEMENT. (CRC R402.2) 7. ADMIXTURES MAY BE USED WITH APPROVAL OF ENGINEERS. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 8. REFER TO AND VERIFY WITH ARCHITECTURAL DRAWINGS ANY MOLDS, GROOVES, REVEALS AND SCUPPERS, ORNAMENTS, CLIP OR TEXTURE REQUIRED TO BE CAST INTO CONCRETE AND FOR LOCATION AND EXTENT OF DEPRESSIONS, CURBS AND RAMPS. 9. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED. 10. CONCRETE FORM TOLERANCES SHALL BE WITHIN STANDARDS SET BY AMERICAN CONCRETE INSTITL/TE. 11. ALL REINFORCEMENT STEEL. ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE. 12. LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY ENGINEER PRIOR TO PLACING REINFORCING STEEL. ~EINFO~C.EMENT STEEl- 1. BAR REINFORCING STEEL SHALL BE DEFORMED AND CONFIRM TO ASTMA615 GRADE 40, FOR UP T0#4 BARS AND GRADE 60 #5 BARS AND LARGER. 2. ALL WELDED REBAR TO BE A706. 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 5. REINFORCEMENT DETAILING, BENDINGS AND PLACING SHALL BE IN ACCORDANCE WITH CONCRETE REINFORCING STEEL INSTITLITE "MANUAL OF STANDARD PRACTICE" LA TEST EDITION. 6. LAPS AND BAR SPLICES SHALL BE: 36 BAR DIAMETER OR 18" MINIMUM FOR CONCRETE; AND 40 BAR DIAMETER OR 24" MINIMUM FOR MASONRY UNLESS OTHERWISE NOTED. 7. VERTICAL BARS IN WALL SHALL BE ACCURATELY POSITIONED AT THE CENTER WALL, UNLESS OTHERWISE NOTED ON DETAILS AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS. 8. REifEORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNT FOOTINGS (CONCRETE DEPOSITED AGAINST EARTH) 3" CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER-2" COLUMN REINFORCEMENT (INCLUDING COLUMN TIES) 11/2" BEAMS AND GIRDERS 1112" SLAB (N0.11 OR SMALLER) 11/2" 9. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE OR GROUT 10. UNLESS OTHERWISE NOTED IN DETAILS, FURNISH NO.3 SPACER TIES AT APPROX. 2'-6" ON CENTER ON ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. STRUC.TUAAI-STEEl-: 1. STRUCTURAL STEEL SHALL COMPLY WITH AS.T M A36 (FY=36KSI). 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 3. PIPE COLUMNS SHALL COMPLY WITH A.S.T.M. , A53 (FY=36KSI). 4. TUBE COLUMNS SHALL COMPLY WITH A.S.T.M. ASOO. GRADE "B" (FY=46KSI). 5. MACHINE BOLTS SHALL COMPLY WITH A.S.T.M. A307, GRADE "A" UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL COMPLY WITH AS.T.M. A307 GRADE "A", UNLESS OTHERWISE NOTED. . 7. SHEAR STUDS SHALL BE FIELD WELDED. B. ALL WELDING SHALL BE BY THE SHIELDED ARC PROCESS. USE E-70XX ELECTRODES. 9. ALLWELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO A.W.S. 01.1 STRUCTURAL WELDING CODE. 10. STRUCTURAL FIELD WELDING SHALL HAVE SPECIAL INSPECTIONS AS REQUIRED BY THE LOCAL JURISDICTION HAVING PRECEDENCE. 11. ALL STRUCTURAL STEEL EXPOSED TO EARTH SHALL HAVE 3" CONCRETE COVER. U.O.N. &TRUC.TUAAL. JIIIOOD: 1. FASTENER REQUIREMENTS. THE NUMBER, SIZE, & SPACING OF FASTENERS CONNECTING WOOD MEMBERS/ELEMENTS SHALL NOT BE LESS THAN THAT SET FORTH IN CRC-TABLE: R602.3(1). (CRC R502.9, CRC R602.3. AND CRC RB02.2) 2. ALL FRAMING SHALL BE GRADED D.F. OR LARCH MARKED AS FOLLOWS, UNLESS ornERWISE NOTED. LIGHT FRAMING-"STANDARD" AND "STUD": STUDS: (8' & SHORTER) STUDS: (OVER B') 6X& UP BEAM: JOIST: POSTS: 4X BEAM: LEDGERS AND TOP PLATE: STUD GRADE OR BETTER DOUGLAS FIR# 2 U.O.N. DOUGLAS FIR# 2 U.O.N. DOUGLAS FIR# 1 U.O.N. DOUGLAS FIR#2 U.O.N. DOUGLAS FIR# 1 U.O.N. DOUGLAS FIR# 2 U.O.N. 3. STUD SIZE, HEIGHT, & SPACING. THE SIZE, HEIGI-IT, & SPACING OF STUDS SHALL BE IN ACCORDANCE WITH CRC TABLE R602 3(5). (CRC R602.3.1) 4. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH MIN. 5/B" DIA. X 10" ANCHOR BOLTS @6'-0' MAX AND 9" FROM END OF BOARD (OR AS SPECIFIED ON PLANS). --·--- 5. SILL PLATE. ST JDS SHALL HAVE FULL BEARING ON NOMINAL 2-INCH THICK OR LARGER SILL PLATE WITH WIDTH AT LEAST EQUAL TO STUD WIDTH. (CRC R602.3.4) 6. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. LAP PLATES 4'·0' MIN. WITH AT LEAST 16-16D NAILS AT 4" MAX. O.C. EACH SIDE UNO. 7. SOLID BLOCK STUDS AT 10'-0' VERTICAL INTERVALS. 8. DRILLING AND NOTCHING OF STUDS. ANY STUD I NAN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH ANY STUD MAY BE BORED OR DRILLED, PROVIDED THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO MORE THAN 5/8 INCH TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALL OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE STUDS BORED. 9. DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY I NAN EXTERIOR WALL OR INTERIOR LOAD·BEARING WALL, NECESSITATING CUTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% 0F ITS WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054-INCH THICK AND 1-1/2-INCHES WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF mE OPENING WITH NOT LESS THAN81QD NAILS HAVING A MINIMUM LENGTH OF H/21NCHESATEACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND MINIMUM 61NCHES PAST THE OPENING. (CRC R602.6. 1) 10. CRIPPLE WALLS. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. CRIPPLE WALLS MORE THAN 4 FEET IN HEIGHT SHALL HAVE STUDS SIZED AS REQUIRED FOR AN ADDITIONAL STORY. CRIPPLE WALLS WITH STUD HEIGHTLESS THAN 14 INCHES SHALL BE SHEATHED ON AT LEAST ONE SIDE WITH A WOOD STRUCTURAL PANEL FASTENED TO BOTH THE TOP AND BOTTOM PLATES IN ACCORDANCE WITH TABLE R802.3(1), OR THE CRIPPLE WALLS SHALL BE CONSTRUCTED OF SOLID BLOCKING. CRIPPLE WALLS SHALL BE SUPPORTED ON CONTINUOUS FOUNDATIONS. (CRC RB02.9) 11. SHEAR WALL JOINTS. ALL VERTICAL JOINTS IN SHEAR WALL SHEATHING SHALL OCCUR OVER. AND BE FASTENED TO, COMMON STUDS. HORIZONTAL JOINTS IN SHEAR WALLS SHALL OCCUR OVER, AND BE FASTENED TO, MINIMUM 1-1/2·1NCH-THICK BLOCKING. (CRC R602.10.8) 1!. JOISTS UNDER BEARING PARTITIONS. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL-DEPTHSOLID-BLOCKED WITH MINIMUM 2-INCH NOMINAL LUMBER SPACED AT MAXIMUM 4 FEET ON CENTER. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS, OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD. (CRC R502.4) 1l. JOISTS ABOVE OR BELOW SHEAR WALLS. WHERE JOISTS ARE PERPENDICULAR TO A SHEAR WALL ABOVE OR BELOW, A RIM JOIST, BAND JOIST, OR BLOCKING SHALL BE PROVIDED ALONG THE ENTIRE LENGTH OF THE SHEAR WALL. WHERE JOISTS ARE PARALLEL TO A SHEAR WALL ABOVE OR BELOW, A RIM JOIST, END JOIST, OR OTHER PARALLEL FRAMING SHALL BE PROVIDED DIRECTLY ABOVE AND/OR BELOW THE SHEAR WALL. WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE AND/OR BELOW THE SHEAR WALL, FULL-DEPTH BLOCKING AT 16·1NCH SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH SIDE OF THE SHEAR WALL (CRC R802.1 0.6) 14. FLOOR MEMBER BEARING. rnE ENDS OF EACH FLOOR JOIST, BEAM, OR GIRDER SHALL HAVE MINIMUM 1-1/21NCHES OF BEARING ON WOOD OR METAL AND MINIMUM 31NCHES OF BEARING ON MASONRY OR CONCRETE EXCEPT WHERE SUPPORTED ON A 1-INCH·BY-4-INCH RIBBON STRIP AND NAILED TO THE ADJOINING STUD OR BY THE USE OF APPROVED JOIST HANGERS. (CRC R502.6) 15. FLOOR JOIST LAP. FLOOR JOISTS FRAMING OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP MINIMUM 3 INCHES AND SHALL BE NAILED TOGETHER WITHIN MINIMUM 310D FACE NAILS. A WOOD OR METAL SPLICE WITH STRENGTH EQUAL TO OR GREATER THAN THAT PROVIDED BY THE LAP IS PERMITTED. (CRC R502.6.1) 16. FLOOR JOIST-TO.CIRDER SUPPORT. FLOOR JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON LEDGER STRIPS MINIMUM NOMINAL21NCHES BY 21NCHES. (CRC R502.6.2) 17. FLOOR JOIST LATERAL RESTRAINT. FLOOR JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS AND EACH INTERMEDIATE SUPPORT BY MINIMUM 2·1NCH FULL-DEPTH BLOCKING, BY ATTACHMENT TO FULL·DEPTH HEADER, BAND JOIST, OR RIM JOIST, TO AN ADJOINING STUD, OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. (CRC R502.7) 18. FLOOR JOIST BRIDGING. FLOOR JOISTS EXCEEDING NOMINAL 21NCHES BY 121NGHES SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS 1·1NCH·BY-3·1NCH STRIP NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT MAXIMUM B.fOOT INTERVALS. (CRC R502.7.1) 19. GIRDERS. GIRDERS FOR SINGLE-STORY CONSTRUCTION OR GIRDERS SUPPORTING LOADS FROM A SINGLE FLOOR SHALL NOT BE LESS THAN 4 INCHES BY 6 INCHES FOR SPANS 6 FEET OR LESS, PROVIDED THAT GIRDERS ARE SPACED NOT MORE THAN 8 FEET ON CENTER. OTHER GIRDERS SHALL BE DESIGNED TO SUPPORT THE LOADS SPECIFIED IN THE CBC. GIRDER END JOINTS SHALL OCCUR OVER SUPPORTS. WHEN A GIRDER IS SPLICED OVER A SUPPORT, AN ADEQUATE TIE SHALL BE PROVIDED. THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL NOT HAVE LESS THAN 31NCHES OF BEARING. (CBC 2308.7) 20.RIDGES, HIPS, AND VALLEYS. RAFTERS SHALL BE FRAMED TO A RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS A TIE. RIDGE BOARDS SHALL BE MINIMUM 1-INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEY AND HIPS, THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2~NCH NOMINAL THICKNESS AND NOT LESSIN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE DESIGNED TO GARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. WHERE THE ROOF PITCH IS LESS THAN 3:12 SLOPE (25% GRADIENT), STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILINGS JOISTS, SUCH AS RIDGES, HIPS, AND VALLEYS, SHALL BE DESIGNED AS BEAMS. (CRC R802.3) 11. CEILING JOIST AND RAFTER CONNECTIONS. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER PER CRC TABLE RB02.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE WALL TOP PLATE PER CRC TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED PER CRC TABLE R802.5.1(9) WHERE THEY MEET OVER INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO RAFTERS. WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE WALL TOP PLATE, JOISTS CONNECTED HIGHER IN TliE ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTER TIES SHALL BE MINIMUM 21NCHES BY 4 INCHES NOMINAL, INSTALLED PER CRC TABLE RB02.5.1(9), OR CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILINGS JOISTS OR RAFTER TIES ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR ENGINEER-DESIGNED GIRDER. (CRC R802.3.1) 12. CEILING JOISTS LAPPED. ENDS OF CEILING JOISTS SHALL BE LAPPED MINIMUM 31NCHES OR BUTTED OVER BEARING PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING ELEMENT. WHERE CEILING JOISTS PROVIDE RESISTANCE TO RAFTER THRUST, LAPPED JOISTS SHALL BE NAILED TOGETHER PER CRC TABLE R602.3(1) AND BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST. (CRC RB02.3.2) !3. COLLAR TIES. COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE CONNECTED IN THE UPPER THIRD OF THE ATTIC SPACE. COLLAR TIES SHALL BE A MINIMUM 1 INCH BY 4 INCHES NOMINAL AND SPACED AT MAXIMUM 4 FEET ON CENTER. (CRC RB02.3.1) !4. PURLINS. PURLINSINSTALLED TO REDUCE THE SPAN OF RAFTERS SHALL BE SIZED NOT LESS THAN THE REQUIRED SIZE OF THE RAFTERS THEY SUPPORT. PURLINS SHALL BE CONTINUOUS AND SHALL BE SUPPORTED BY 2-INCH-BY-4-INCH NOMINAL BRACES INSTALLED TO BEARING WALLS AT A MINIMUM45·DEGREE SLOPE FROM HORIZONTAL THE BRACES SHALL BE SPACED MAXIMUM4 FEET ON CENTER WITH A MAXIMUMS-FOOT UNBRACED LENGTH. (CRC R802.5.1) 25. ROOF/CEILING MEMBER BEARING. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1-1121NCHES OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES OF BEARING ON MASONRY OR CONCRETE. (CRC R802.6) 26. ROOF/CEILING MEMBER LATERAL SUPPORT. ROOF FRAMING MEMBERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 5:1 SHALL BE PROVIDED WITH LATERAL SUPPORT AT POINTS OF BEARING TO PREVENT ROTATION. (CRC R802.8) ___ .J 27. ROOF/CEILING BRIDGING. RAFTERS AND CEILING JOISTS WITH A NOMINAL DEPTH-TO-THICKNESS RATIO EXCEEDING 6:1 SHALL BE SUPPORTED LATERALLY BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONTINUOUS l-INCH· WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT MAXIMUM INTERVALS. (CRC R802.8.1) 28. ROOF FRAMING ABOVE SHEAR WALLS. RAFTERS OR ROOF TRUSSES SHALL BE CONNECTED TO TOP PLATES OF SHEAR WALLS WITH BLOCKING BETWEEN THE OR TRUSSES. (CRC R602.10.6.2) 29. ROOF DIAPHRAGM UNDER FILL FRAMING. ROOF PLYWOOD SHALL BE CALIFORNIA FILL FRAMING. 30.ROOF DIAPHRAGM AT RIDGES. MINIMUM 2-INCH NOMINAL BLOCKING REQUIRED DIAPHRAGM NAILING AT RIDGES. 31. BLOCKING OF ROOF TRUSSES. MINIMUM 2·1NCH NOMINAL BLOCKING REQUIRED TRUSSES AT RIDGE LINES AND AT POINTS OF BEARING AT EXTERIOR WALLS. 32. TRUSS CLEARANCE. MINIMUM 1/2·1NCH CLEARANCE REQUIRED BETWEEN TOP INTERIOR NON-BEARING PARTITIONS AND BOTTOM CHORDS OF TRUSSES. 33. DRILLING, CUTTING, AND NOTCHING OF ROOF/FLOOR FRAMING. NOTCHES IN LUMBER JOISTS, RAFTERS, BLOCKING, AND BEAMS SHALL NOT EXCEED ONE· MEMBER DEPTH, SHALL BE NOT LONGER THAN ONE-THIRD THE MEMBER DEPTH, SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT ENDS SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. THE TENSION MEMBERS 41NCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE EXCEPT AT MEMBER ENDS. rnE DIAMETER OF HOLES BORED OR CUT INTO SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. HOLES SHALL NOT BE THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOL LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE BE CLOSER THAN 21NCHES TO THE notch. (CRC R502.8.1) 34. %%UOO NOTCUT, NOTCH, BORE, SHAVE, TAPER OR FOR ANY REASON MODIFY PRE-ENGINEERED/ MANUFACTURED STRUCTURAL ELEMENTS SUCH AS GLUED MEMBERS, PARALLAMS, MICROLLAMS, I-JOISTS, LIGHT GAUGE METAL MEMBERS OTHER SIMILAR TIMBER OR STEEL PRODUCTS Ut.J..ESS SUCH MODIFICATIONS THE WRITTEN PARAMETERS SET FORTH BY THE MANUFACTURER OF THAT LETTER OF CERTIFICATION FROM rnE MANUFACTURER'S ENGINEER Wlrn AND STAMPED IS ISSUED AND AUTHORIZED BY THE PROJECT ENGINEER OF APPROVED BY THE CITY BUILDING OFFICIAL 35. BOLTS SHALL HAVE 7 DIA. MIN. ENDDISTANCEAND4 DIA. MIN. EDGE DIST. U.O.N. 36. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32"TO 1/18" LARGER THAN THE BOLT DIAMETER. 37. CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON COMPANY. UNLESS ALTERNATE CONNECTORS HAVE BEEN APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 38. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER 39. PROVIDE STRAP TIE (FLUSH HEADERS TO TOP PLATES) ST-22 MIN. 40. SHOT PINS SECURING WOOD SILL PLATE TO CONCRETE AT NON·SHEAR WALL OR INTERIOR NONBEARING WALLS SHALL BE AS SPECIFIED MIN .. 146 DIA., BY 2 7/B" LONG PINS. W/6 FROM END OF SILL PLATES & 13/4" EDGE DISTANCE AND SPACING OF 32" O.C. MAX., WITH AT LEAST TWO PINSATENDOF PLATESAT6" & 10" RESPECTIVELY (RAMSET REDHEAD 1524 SDB,1524 SDP) PER ESR·2890 FASTENERS SHALL NOT BE INSTALLED UNTIL THE CONCRETE HAS REACHED MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. STRIJC.TUAAI-I-JOISTS 4 MANIJFAC.TIJRED l-IJMEIER 1. MANUFACTURED !·JOISTS & LUMBER (MICROLAM (LVL], PARALLEL [PSL), AND TIMBER STRAND [LSL]) BY WEYERHAEUSER COMPANY OR EQUAL 2. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION ESR-1387 & ESR·1153. PI-YJIIIOOD: 1. ALL PLYWOOD SHALL BE MIN C.O, INTERIOR SHEATHING, OR BETTER WITH EXTERIOR GLUE AND SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. COMPLY WITH DOC PSI OR PS2 2. LAY PLYWOOD UP WITH FACE GRAIN PERPENDICULAR TO SUPPORT. (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD); STAGGER JOINTS; ALL NAILING TO BE COMMON NAILS. JIIIOOD SC.~J:IIIIS. 3. WHERE SCREWS ARE INDICATED FOR WOOD TO WOOD ATTACHMENTS, USE 4. SCREWS AT FLOOR SHEATHING SHALL BE#BX 21/2" LONG OR (WSI'lLTL212S PER ER·5053) FOR SHEATHING LESS THAN 1" THICK. ALL FLOOR SHEATHING SHALL BE GLUED TO JOISTS WITH AN APA AFG-01 QUALIFIED GLUE. 5. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATIO AND SHALL BE ATTACHED AS FOLLOWS UNLESS NOTED OTHERWISE: USE THICKNESS SPAN/INDEX EDGE INTERMEDIATE RATIO ATTACHMENT ATTACHMENT ROOF 1/2" 24/0 32/16 Bd@B"O.C. 8d@12"0.C. FLOOR 5/8" 42/20 10d@6"0.C. 10d@10"0.C. P~EFAEIRIC.ATED JIIIOOD T~IJ&&E& 1. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS STATED IN STRUCTURAL CALCULATIONS OR AS NOTED ON PLANS. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTI£RWISE. 2. EAC.H TI<USS SHALl13E I.EG113LE 13AANDED, MAR!<ED OR OTHEI'JI'IISE HAVE PERMANENTL "1" AFFIXED THERE TO THE FOW.OI"l!NG INFORMATION L<X.ATED I'IITHIN 2 FEET OF THe C.ENTER OF THE SPAN ON THE FACE OF THE BOTTOM C.HQF<O, A) IDENTITY OF THE C.OHPANY HAN~FAC.TURING THE TFtUSS. 3. TRUSSES SHALL BE DESIGNED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. &HOP DAAJIIIINGS: 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTS SPECIFICATIONS. 2. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED IN THIS REVIEW. 3. VERIFY ALL DIMENSIONS WITH ARCHITECT/ DESIGNER. 4. THE ADEQUACY OF ENGINEER'S DESIGN AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITIES. 5. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. TABLE R602.3(1) FASTENING SCHEDULE ITEM 1 DESCRIPTION OF BUIL.DING El-EMENTS M.IMBERAND TYPE OF FASTENER"·~.c SPACING Of FASTE~ SHEAR WALL SCHEDULE SYM PLF ASSEMBL Y!3) NAILING(!) \07 "8~ 7/8" STUCCO ON EXPANDED METAL OR WOVEN WIRE 'V LATH. UNBLOCKED, W/#11 GAUGE, 1-1/2"LONG, 7/16"HEAD NAILS OR #16 GAUGE STAPLES, 7/B"LEGS,@ 6" O.C. 3/8" APA SHTG 8d COMMON @ 6" O.C. BLUE 3/8" APA SHT'G 8d COMMON@ 4" 0.0.(4) BLUE 2 3 4 5 6 Roof Blocldng betv.eenjolsts or rafters to lop plate, toe nail Ceiling joists to plate, toe nail Ceiling joisl5 not cdtached to parallel raflar, laps O\/Sr partitions, face nel Collar tie roiler, face flail 1l(71< 20 ga:;je ridge s!Jap Rafter to plste, toe nail Roof rafters tel rid!IB)Iey or hlp rafters: toe n.;dl face nail Wodl 3-Bd (21,?x 0.11a 3-&:1 (21.7x 0.11a l-10d 3-1 Od (3'>< 0.12' 2-16d (S,?x 0.1::11 4-16d (S,?>< 0.131 J.16d (S,?x 0.131 w 260 w 350 w 490 7 BuilkJp comer studs 10d (l~ 0.12~ 16d (:J,?x 0.131} 16d [:Mx 0.131 4-Bd (~l?JI DY·a 10d (ll< 0,12. 24?o.c. i 310 3/8" APA SHT'G 15/32'" APA SHTG 15/32'" APA SHT'G 15/32" APA SHTG 3/6" APA STRUCT I 318" APA STRUCT I 3/6" APA STRUCT I 15/32'" APA STRUCT I 15132" APA STRUCT I 15/32" APA STRUCT I 15/32" APA STRUCT I 8d COMMON@~· 0.0.(2,4) BLUE 10dCOMMON@6"0.C. PURPLE B Bu:Uup header, t'Ml plecas Wolflspacer 9 Continued ~ader, tv.o pieces 1 EPo.c. along ea:Hdge 1EPo.c. along eat:h edge 10 Continuous header to s!LJ:i, toe nill 460 6~0 'if 280 'zy' 430 "J! 550 "zy 340 ~¥ 510 ~ji' 665 iii' 870 1 Od COMMON@ 4" O.C.(2,4) PURPLE 1 Od COMMON@ 3" O.C.(2,4) PURPLE 11 Double studs, fa:e nail 12 Double lop plates, face r,al\ 10d(:J• 0.12. 24fo.c. 24?o.c. 8d COMMON @ 6" O.C. BLUE 13 Double top plales1 minimu~B offset of end joir1!s, face nal! in rappea area 8d COMMON@ 4" O.C.(2,4) BLUE 14 Sole plate to joist or blocking, face na~l 15 Sole plate to joist or biocldng at braced v.an panels IH6d (S:7X 0.131 16d (3',?x 0.131 3-16d (8,7x 0.131 3--8d (~a?X 0.11~ 16?o.c. 16?o.c. 8d COMMON@~· 0.0.(2,4) BLUE 10dCOMMON@6"0.C. PURPLE 1 Od COMMON@ 4" O.C.(2,4) PURPLE 10d COMMON@ 3" O.C.(2,4,5) PURPLE 1 ~d COMMON@ 2" O.C.(2,4,5) PURPLE 1. MAILING FOR APA SHEATHING SHEAR WALL APPLIES TO ALL EDGE NAILIHG. FIELD NAIL WITH SAME SIZE@ 12" O.C. 2. FRAMING RECEIVIN<O EDGE NAILING FRC'MABUTTING PANELS SHALL BE 3X MEMBERS OR 2 INCHES NOMINAL MEMBERS F ASTENEO TOGETHER WI 2-16d @ 8" O.C. FOUNDATION SILL SHALL BE 3 OR 2X MEMBERS PER ANCHOR BOLT SPAC!NG. PLYWOOD JOINT & SILL PLATE NAILING SHALL BE STAGGERED. 3. ALL STUDS SHALL BE 2X4 MIN@ 16" O.C OR PANEL FACE GRAIN SHALL BE HORIZONTAL ACROSS FRAMING IF@ 24" O.C. (U.N.O.). PANEL EDGES BElWEEN STUDS SHALL BE SOLID BLOCKED (U.N.O.) 16 Stud to sole plate, toe nal! 17 Top or sore plate to stud, end nail 18 Top plates, laps at comer5 and intersecUons. fa:e nail 19 1?brace to eech stud and plate, face nail 20 1?x 6?sheahlng to each bearing, race nail 21 17x !ntOheOjthing to each bearing, face naJJ 22 Wider than?!< S?sheathing to each bearing, fac:;e nail Floor 23 Joist to sfll or girder, toe nail 24 1?K S?subfloor or less ttl Mehjoist, iace nan 25 2?subfloor to jnist or girder, blind and face nal or 2-16d(3'/, ?x 0.131 2-16d (S,7~ 0.131 2-10d (Jx 0.12' 2-811 (21, ?'It 0.11 ~ 2 staples'J, 1 2-8d(~,?x0.11a 2slaples 'f.? 2-&1 (211?x 0.11~ 3 staples 'lr.? 3-Sd (2f,?x 0.11~ 4 slap1es'Ao? 3-8d [21,?'1t 0.11~ 2-Bd (l/,?'tt 0.11J) 4. WHERE PLYWOOD SHEAR PANEL IS APPLIED TO BOTH SIDES OF A WALL & NAilS ARE LESS THAN 6' O.C. PANEL JOIST SHALL BE OFFSET ON DIFFERENT FRAMN<O MEMBERS OR STUDS AND SILL PlATES SHALL BE 3X AND NAILS SHALl BE STAGGERED. 28 Rim joist to top plale, toe nail (roof appliciJiions also) 2 staples'&? 2-16d (B';?'tt 0.131 8d (21,7'1l 0.11~ 2-16d (9,?x 0.131 f!' o.c. 27 27planks (plank & bearftoor & roof) at each bearing 5. SILL PLATES SHALL BE ON 3X MEMBER. 28 Buil!up girders and bc:amS{I(.tllumber layers 1Dd (l~ 0.12, Nail eac&lyer as follows: 32?o.c_ at lop aJd bottom and staggered. Tv.o nails at ends. 2nd at ea.;h splice. 29 Ledger strip supporting joists or raftera 3-16d (3."~ 0.131 AI eachjoi&t or rafter SHEAR TRANSFER SCHEDULE SYM @ ® © @) ® ® (1)(2)(3) 8 72 24 INCHES O.C. 6 48 16 4 36 12 ITEM~' '" 30 '!.''-'1" ~W31IJ • ;~ ~~~;~~ ;;.; ~-~.11~3~~i~~7(~~0' ' 31 ,1:, .•1; 6d common (2' ~< 0.11 'J' nail (sublloor, v.all) Sd common (21>'" 0.131") nail (roof) 32 "t;,-1' 8dcommonna11(2't.'•0.13f) 33 t'/,' _1,£ 1 Od common (:5'• 0. 146'') naJ or Bd (2'fi'~< 0. 131") defolli'IE:d nail Othsr wall sheatHing 'I." stru:tural ·~· galvanized roofing nal!, 1!; CI"'OI.f\ or 34 ceUJiosic • 1• 1 fiberboard sheathirg 1 ero\\ofl staple 16 !JB., 1'1. ong 6' 12' 6' 12' • • • , . , . 2@6 16 72 60 48 32 60 32 24 60 36 24 48 32 28 16 24 16 12 8 18 8 6 16 12 8 12 8 8 6 30 16 16 12 16 12 B 16 12 6 16 B 8 6 "-' sb'uctural (. alvan:zet:l n...... 'I 'I" 35 cellulosic 1' • g roo.~'lll naJ' • crt:llloll or 3' a· fibelbo..-d sheathing 1" crov.fl staple 18 ga., 1 •f. long 8 4 48 2@6 16 16 8 36 'I." gypsum w;• g:;\..anited roofing nail; s~legal>'irlized, t•t;'long; 1'/.' 7 T sheiihlng screiW, T~pe W or S 2@4 12 8 8 48 16 4 16 12 2@6 12 8 4 32 8 2@6 12 8 2@4 NA 8 2@3 NA 6 SILLPLATE TO WOOD FLOOR BLOCKING TO TOP PLATE @ 16d COMMON NAILS TRACKERS (ORANGE COLOR) SILL >LATE TO CONCRETE(2) @ ;!6" DIA. ANCHOR BOLTS ON2xSILLPLATE @ )/B"DJA.ANCHOR BOLTS ON 3x SILL PLATE @ A35 CONNECTOR @ LTP4 CONNECTOR (4) ® RBC CONNECTORS 1. WHEREVER EXISTING ANCHOR 80L TS ARE NOT ADEQUATE PER THIS SCHEDULE, USE 5/6" THREADED ROD HILT! HIT·RE 500·SD PER ICC ESR <322 WITH MIN. 5" EMBEDMENT SP.INSP. REQ, 2. USE ONLY 5/B"ANCHOR BOLTS WITH MIN 7" EMBEDMENT INTO CONC. OR MASONRY WITH A 3"X3"X0.229 THICK WASHER. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTIED WITH A WIDT-i OF UP TO 3116" (4.76 mm) LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 3/4" (44mm), PROVIDED A STANDARD CUT WASHER IS PlACED BETWEEN THE PLATE WASHER AND THE NLIT. 3. IF SHEAR WALL OCCURS ON BOTH SIDES OF FOOTING THEN ANCCDR BOLT SPACING TO BE REDUCED BY 1/2". ~·. USE LTP5 WHEN INSTALLED OVER SHEATHING OR USE 8d COMMON __ UN L1P4. 37 36 ,. •• 1'/,'~1'4" I nall; slap\e ~civanized, !'/;'long; f'/; 7 .lor Bd comiTIOn (2 '/1"~< D., Ji') nail or Bd delonned {2't;~< D. 120') nail 10d commonp!' "0.148j r.ail en " • • For Sl: 1 inch = 25.4 mm, 1 foot= 304.8 mm, 1 mile per hour= 0.447 m/s; 1ksl = 6.895 MPa. a. All nails are smooth-common, box or deformed shanks except where otheiWise staled. Nails used for framing and sheathing connections shall have minimum ave raga bending yield strengths as shown: 80 ksi for shank diameterofO. 192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of0.142 inch or Jess. b. Staples are 16 gage wire and have a minimum 7116-inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2112" x 0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mp/l, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48- inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing offasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. NOTE: DIAPHRAGM SHEATII'IG NAILS OR OTHER APPROVED SHEATING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. ,. ,. , . ../ . . !( 0 ~ a. c w 0:: w ~ (.) c w :g a. ~ a. REVISIONS BY UJ \.) z UJ n DRAWN BY AH. CHECKED BY DATE 9/2/2013 SCAlE NOTED JOB NO. 2013-0218 SHEET 5 AH. OF 5 SHEETS