Loading...
HomeMy WebLinkAboutCD 2017-0007; HULSE ORTHODONTICS MEDICAL OFFICE; Consistency Determination----i::::-,r--tT-·;-i:;7~c,-,--,~--=-··~--=----------~----------------------,-------,-,-----------,1;--------------- R Ff/1 ,'' i r\J ----t--------t------------, : I I I I ?'-3" ' ' . I ~ ,1 .M ' / I , ! I l DASHED L_;NE ~-~ iNDICA TES EX:STING CCR8iNG TO BE REMOVED DASHED LiNE ,.,..--tt--:.. INDICATES ·-1 · EXlST!NG S. W. I- I . · · t , I ... · . -·'I-. . : . ' . 1•• I. - 1 . \ \ •.. ·· l ~j TO BE REMOVED I I l TYPICAL SYMBOL 36"x 36" SQ. IN. PAiNT V~/BLUE 8ACKGRCUND & WHiTE SY~4S0L s'-o" TYPICAL ) I ~ ACC~SSi3LE HANDICAPPED PARKING 12 hE!GHT M PAINTED Wrli .1_ LETIERS ~: ~----9.--~o-~' ---~C-...----9~---o~,,---~ I • TYPICAL SYMBOL 36"x 36" SQ. IN. PAINT W/BLUE BACKGROUND & WlilTE SYMBOL g'-o" ~. YAN ACCESSIBLE HANDICAPPED PARKJNG 12 1-fEIGHT M y PAINTED V,.1HI LETIERS 1 , .. 9-0 I I I I ! I I I I ' I I I I l I I I I I 1 i I ! I J ' PROPERTY COVERAGE AREA CALCULATION PROPERTY AREA: 2.48 ACRES. Property Area: 108,029 SF BLD.AREA 1STFL.:10,143SF LOT COVERAGE: less than 10% LOT COVERAGE MAX. ALLOWED: 50%. I PARKING CALCULATIONS , l ST FLOOR EXISTING: 10J42SF ?Jr ,sf f/1 ~ 1) ,-\SF @11 ST FLOOR NEW: iST FLOOR TOTAL: I 2ND FLOOR EXISTING: BUILDING TOTAL: PARKING RATIO: PARKING REQUIRED: EXISTING PARKING: NEW HANDICAPPED: TOTAL STALLS PROVIDED: . . l,l49SF 1.21 ;?2 z.: SF 5 PER 1,000 SF hi '"8 STALLS -r 81 STALLS 3 STALLS 84 STALLS n-11s. 1.s i1+"1' """""'~ c..= :J?..,,,: ,\i. ..... ,:..U-~'<L.. / / PROJECT DESCRIPTION: 1. ADDITION -INFILL: THE NEW ADDITIONS TO THE BUILDING ARE ALL LOCATED ON THE 1ST FLOOR AND ARE LOCATED WITHIN THE EXISTING 1ST FLOOR ROOF LINE. 2. NEW HARDSCAPE SURFACE INCLUDES: 640 SF TOTAL OF NEW SIDEWALK &..;o Sf:.OF-9 f J PARKING PAVING AT REMOVAL OF EXISTING CURB I SIDEWALK PROJECTION INTO THE PARKING. 3. TO CONSTRUCT A NEW 2-STO~ TO THE EXTERIOR OF THE BU1LD1N~:._I9!At:'Hll'"SF. 1-So / -I ' ' {i 11 / il~~==:1 I ! \ AREA Of WORK --------I' rl r1 0- '"'"' i ! i ' O= t:1 . ~-' I L, ' f;, ' --f . .. ·. _\ I --· []~t 'w .. ' ~1-+ - -'-·· ?J_ • • ----11~_--~ ~ '1 ' : '"~ :Ii . . : '?.:1IIL Ii· ... · ; ~ I_ ----' """· -'--:--: j i I EXISTING/ LANCSCAFi!\G :o REMAiN ' 0 ~ 0J. © .,...) --~ cJJ . ,..; '"' >, 0.. I 01 ! l ACCESSIBLE PARKING ---~--- - --,-· .. -~ ' ··- ,:0 -, --:--. ' ··1B]!J~Lll .. ~.--11E 1 ...,,._..,,. -"---------·----------, ' . /"'r: :4 ----""-· '\\ /// )........J r \' / '-<\> 'y, ,.. ' '.,,. ' '.JO AREA OF WORK---- I' . ' SCALE: l / 4"= l '-0" I. EXISTI~G J ;' LANDSCAPING TO ' I REMAIN EXiSlJNG s.v~. ;o ·--1·-'\j· .i '.JI .... / . I ,. i_/', ··I . . -. I ' I II I REM.A!N I I / -)·s-•\G/ t,~L .. LANDSC.A?.NG ·,o RE\iA:N NEW s.w. PAVING ~I : ._._. ,· 642 SF TOTAL ; j . \ . ·. \ ' \ ' ~-~----~--~--i---,-_j I ·.f . I I . I ; ·. i ' ! ·-. ...! II EXISTING/ ~ANDSCA?: NG TC REMAIN I (~~'-~ I . . ·1 ' -. c:&:, ... \ I \ I EXISTING S. W. TQ ! REMAIN _! _ j ' / i NEW EXTERIOR PA YING SCALE: l /81'= l '-0" No l.Cl, . L\..,. 295 SF OF LANDSCAPING TO BE REMOVED AND CONCRETE PLACED AT STOREFRONT iNF/U .. S. q, I NOF~TH I / 1-1 I THIS P : /\ N• I Lr-'1, FOR 10· \ I \ ' ) ?ROPOSE) :IIE't.'L V t :::R(A"."El: I _,NJ/OR /I ~!J'LACEC :M?C:R\10LiS :.R::.\ : ' I l ' ! ! I i I I I ; I l I I ' l I ' I ! f I f I J :! I. I I I I I I I ii 1: ,, // I rl ,, ~ " :1 ' i I I I j ' I ,/ I ! I I II ! ! " 1 J ( t t N rl /' ii .I / l ,, " ' " !' fl 1{ t! 'I I, ,, 11 ll/ I Ji I 1/ I~ a, I 'L I I II /r {! 1J I II ff I /, a> ,---~ I 'L /I ,1/ ,\ I ONLY /I.LL TEMS SHOWN ON THIS S!TE PLAN ARE EXISTING A~JD PLANNED TO BE MODIFIED CONDITIONS ACCESSIBILITY SITE PLAN SCALE: l /321'=1 1-0" __J UJ I I I I I I I I I I ' I I I I I I I , 16862 PINA,AGRIVE, SAN DIEGO, CA 92128 ' PH. 858.755.5030, CELL: 858.699.1017 ' I REVISIONS: Sym. Description Plan-Check Corrections ffi Plan-Check Corrections C 0 1111111111111 eta 0 > 0 C a, ~ v) 0 0 N v) <C uJ -_J <C u _J L() 0 sq- i Date I 4/18/2017 4/25/2017 ! ,; ' I ~ . I r~&-------:1 1 j i!\: '~ : I IJK: I PROiNAME: j 5405 El Comi00 Rea! ~xtericr Buiifng Reno\l'Otion : DATE: April 24, 2017 I I: DRAWN BY: MR I! STATUS: Permit Re-Subm'ittal Set SCALE: I SHEET TITLE: lslTE PLAN/ i .11 SHEET No.: A-0 Uj I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~~::::::::::_~~~~~~~~~----~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--· .. ·--·--·----------·-·----··-··· ----------··--··· ·--···-··--------------~----~~------------·--·-··-··· STORM VVATEF! POLLUTION PRE\lENTION NOTES l. .A.LL NECESSAR'Y EQUIPMENT AND MATERIALS SH1'.LL BE ./\.V/1.!L,.!\BLE ON SITE TO F/1.ClUTATE RAPID lf~STALLATION Of EROSION A.ND SEDIMENT CONTROL BM.Ps WHEN RAIN is::: :::•1.,1,·-,F•,n . .,_., ~ ii '..,,_j ~ ' 2. THE 01NNER/CGNTRACTOR SHALL RESTORE ALL ER()SlON CONTROL DEV1CES TO WORKING ORDER TO THE SAIISfA.CT?:ON \r:;i:: T4f t,Ty 11•.;C:,P(C'TQ:" Al='T[R. CAfH. PLJ•;,_ni:-c ·P·R1"lDUt£}I(~ _..J ./ :,,_ -.,•f I·• i~•-'• 'u·~ 1f\, ~s ~ , -. .._ =• -~ r'!. ·Vi> •. ,.;, -....,;,\J . .,.- '"'-·l''' '·I, M 1'11f',;,.· .~. "{ •.. 3. TH[ C!iillNEF:/CONTRACTOR SHALL INSTALL A.DDrTIONAL EROSION ··'i\/ i'"nr·,L , 1,~· ,, :: I l:.H'." A" ., • V BF" OE"'°'LJl'JR"t.-D B\l ·ru•-.~,'r)' t ... -\.,··\!~.\.J 1'i1J:i-P,._1J.:\1--.:) ~.J. 1vLA.1 ·-t\ V '\ · 1 r1r-~ .... i~ INSPECTOR DUE ro INCOMPLETE GRADING OPER/1.TIONS OR I i~'fnREC:cr_ .. iii ('IC.:F·, i"'~T/.J.i,''~E"' Wl.,ijc-·u !AA"( "R'S~ .,,,,, _f\! ..,,_1 ,.. _,,,,t ..... : '.1 ... ...,.i ,-~ , • ..,. i-' rvi ~ , .~ , 'w. .;i r1·r·1~ n r;i ,"1i. ·l ..,. • 4. .ALL REMO\/ABLE PROTECTIVE DEVlCES SHALl BE IN PLACE AT TH[ END OF EACH WQR!{ING DAY 'WHEN TH£ FlVE (5) D/i,'Y RAJN PR03/l.B!UTY FORECAST EXCEEDS FORTY PECENT ( 40:Z'L SILT AND OTHER DEBRIS SHALL 8£ RfMOVfD AFTER '· , ,::: v. E.~.(::H Rl\lf'~F ,~,L.~. SH.A.LL CONTAIN 3/4 !NCH MINIMUM Ar ''REn ,1 TE . l.:Jl,, •,. : .. :::ri""\ t. ADEQU/1.TE EROSION AND SEOlMEMT CONTROL AND PERIMETER F_-rTe•·,-i~,· Cl•'"-'!' "A"' "E«-,,-PR'·CTiCF' 1•r-. -u1R'E"' '"l<'.:"f 1?\~J l L'L, i {t_Ji-~ Ut.S lVI '.J'\j,f•\\,j Th'l.l!t; ~.M. ~t. 'IILt~".::) 4 •, ~. Wll'L ._., :, BE INSTALLED AND MA!NTAINf[J. 7. T."-!E CITY INSPECTOR SHALL HAVE THE Ai.JTHORiT'r TO ALTER THiS PLAN DURING OR BEFOR( CONSTRUCTlON AS NEEDED ·ro ENSURE COMPLIANCE 'WITH CITY STORM WATER QUJl.lJTY R' 0' Ml l( i< 'C',C'! <C" .t..l;;,,~JL,1-'-, r rt},\;..:,, f-<( o__ Lw __J cc i VJ V) c.J.J u u <( ' I 1 ..-FR-FR-FR-... II ~ I/~. 1 I 111 i)\VNER.'S CERDFiC/l,.TE: ,;::========~ \\ ~ l I 11 l CONCRETE WASTE} -..FR-FR-FR__. l Ut~CERST.AND AND J:,,CKNOWLEOGE THAT ! MUST; (1) IMPLEMENT BEST MANAGEJ\.·lDF PRACTICES (BMPS) OlJRlNG CONSTRIJC:1100 ,•\CTIVJTIES TO 1H£ MA.XIMUM EXTENT PRACTICABLE TO AVOlO THE MOBiLIZATION Of' PO:..LUTANTS SUCH AS SED1M£NT AND TO AVOID 1}iE EXPOSU~E OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT A.LL TIMES, COfJPLY 1';\;TH THIS CITY APPROVED TJER 1 CONSTRUCTION SWPP THROUGHOUT ri+E DIJRA HON OF ThE CONSTRUCTION ACTl',~1Tl['S UN f!L THE cor,JSTRuCTION WORK IS CO:MPLETE AND APF·ROVED .e·y T't"1E c:~ ·r·t (}f C/\RLS8AD~ OW(·.J[R{S) /OWNER'S P.C..fMT NAM[ (PRINT) \ . f • C a:: LU ;-en CL ~ ~ ~ 0 :z: 0 i'.= u ;:::, 0::: tr.; z 0 0 1 11:'- ' I c:: LI.. I' I ~ ' LI.. ) \. " \ \ I CONTAINMENT AREAS B PLEGEND I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ' I MATERIALS & WASTE MANAGEMENT CONTROL BMPS: j j WM-1 I Material Deiive;y & Storage ! WM-6 / Hazardous Waste Management '~~ j I WM-2 I Material Use i j W!Vl-3 I Stockpile Management i ! WM--4 ] Spill Prevention & Control i~~ I ! WM-5 ! Solid Vtlaste Mznagemen:t I [ WM--S I Concrete Waste Management I WM--9 j Sanitary/Septic Waste Management j WM-10 j Liquid Waste Management OTHER '---PD_s_ss_s _,j Brow Ditch :::::::§;> '--PD_s_Gs_s~I Berm )B Direction of Lot Drainage j TEMPORARY RUNOFF CONTROL BMPs: I SS-6 11 SS-8 \ Straw or Wood Mulch ._,..... S/W._,.. S/W-,--, j SC-5 i FiberRolls -fR-FR- > I SC-1 I Silt Fence --1&:l&---1111111-- j TC-1 ! Stabilized Construction Entrance ~ ] TC-2 j Construction Road Stabilization ~ ! SC-6 ! I SC-8 I Gravel or Sand Bags C:CX....X:X, i SC-7 j Street Sweeping & Vacuuming j SC-10 ) Storm Drain Inlet Protection ii SCALE: l /8"=1 '-0" THIS PROJECT WILL NOT STORE NOR STAGE PRODUCTS OR MATERIALS ON THE EXTERIOR OF THIS NOR ANY ADJOINING PROPERTY. --------·----. ---- ------------·-~---·--· . ---~--------· -------~--""" --------------------------------·-------- I 1 I I I i I I I 1 if . I I .I Ii I / I I , I Ii 'f 'I I, / I ii I I // / I I I I I )j 1, I I I I , I I/ I i 1 J I I 1 I . I / I I' rl ! I . " '" 'i - i • ~ 1,-.r,~-~-~--,_ -··-·1 I. . 0 - ' f\lORTH ' I ACc£SS:sLE l.!Alti ENTR.tz,.'CE - -. I I I .I '-----m. tL----------~Ft:--_j/ THIS PLAN r-OR REFEREI\J CE ONLY ALL ITEMS SHOWN ON THIS SITE PLAN ARE EXISTING AND PLfa.NNED TO BE MODIFIED cor~DITIONS BMP PLAN SCALE: 1 /32"= 1 '-0" ---· ·-··-------· -· --------·-~ -J ;:5 Cl:::'. 0 z -~ <( u -J LU I I I I I I I I I I I I I I } I I I I • I I I I I ' I I 116862 PINATA DRiVE, SAN DIEGO, CA92128 1 PH. 858.755.5030, CELL 858.699.1017 REVISIONS: Sym. Description C 0 ( uo I I i i I ' ' ! Dat~I i&_: ----,' .j i 'i I I I & : ·1 I A: ·1 i 64~~ :1~~ Real Exterior Building Re~ovaticn , ' DATE: March 20, 2017 , 1 DRAWNBY: MR STATUS: Permit Submittal Set I SCALE: I SHEET TITLE: I 1S1TE PLAN! ' A:.o.2 \ ' ----------------------------------·--.. ----~------------------------- AREA OF WORK --. "/ /, Li i===========::;-i '· I ' ' I I ' ' H:=====-~ INFILL 3 L=========:::.l I I j I -+-- @ ]' .. ,---.. ,·---;-· . ......, ,., ,.....-----.-, ~-- -I-+-- - I ' i . ' k------1 I :--------------! C 0 ----AREA OF WORK - l - l -AREA OF WORK- KEYED NOTES LEGEND @ REFINISH EXISTING CASEWORK PER FINISH SCHEDULE. ("£) EXISTING CEILING TILE & GRID & LIGHT FIXTURES TO REMAIN. (D REMOVE EXISTING NON LOAD-BEARING PARTITION. REPLACE STAINED DAMAGE TILE. G) NO DEMOLITION WORK IN THIS ROOM. @ REMOVE PORTION OF THE EXISITNG WALL AT NEW DOOR OR WINDOW LOCATION. (D REVISE EXISTING CASEWORK. REPAIR HARDWARE IF NECESSARY. @ REMOVE EXISTING SOFFIT OR HARD-LID CEILING MATERIAL. G) REMOVE ALL EXISTING FLOOR COVERINGS. PREPARE SLAB FOR NEW @) REMOVE WALL FINISH MATERIAL. PREPARE WALL TO RECEIVE NEW WALL FINISH FLOOR COVERING. FILL HOLES AND CRACKS FILLED AND SANDED. MATERIAL PER THE FINISH SCHEDULE. CONTR. TO INSPEC EXISTING FINISH Cl) REMOVE EXISTING CASEWORK. CONDITION TO DETERMINE IF NEW FINISH CAN BE APPLIED OVER EXISTING FINISH. G) EXISTING CASEINORK TO REMAIN. @) REMOVE ALL EXISTING CEILING TILE. GRJD & LIGHT FIXTURES. (j) REMOVE EXISTING PORTION OF EXTERIOR WALL FOR NEW DOOR. @ EXISTING FLOORING TO REMAIN. ) @) REMOVE PLUMBING FIXTURE AND CAP PLUMBING . @ REMOVE EXISTING DOOR OR WINDOW AND FRAME. I ~ @) REMOVE EXISTING NON-ESSENTIAL DUCT-WORK. DIFFUSERS, GRILLS AND PANELS ABOVE. MAINTAIN EXISTING ROOF ACCESS & ACCESS SHAFT FRAMING. @) REMOVE EXISTING CONC. WALKWAY & PREP TO REPLACE WITH POURED CONCRETE APPROX. 5' WIDE X 40' LONG TO SATISFY PROPER HEIGHT & SLOPE@ NEW DOORS. @ REMOVE ELECTRICAL OUTLETS AND PATCH WALL. CONNECT WIRE TO NEW OUTLET LOCATION ABOVE. 1'.§) MAINTAIN EXISITNG PANEL. RELOCATE WHERE SHOWN ON A-1.0. EXISTING PANEL(SJ TO BE ROTATED AND KEPT IN THE CURRENT LOCATION. @) RELOCATED PANELS PLACED HERE. ··-------------~------------~---------···-·-·-- I . I I'>,_ Plan-Check Ll Corrections Date i I 4/18/2017/ 4125/2017! i 1 2 Plan-Check Corrections ,-.,.! /3\~--=--: ----------, i ~-:_ -----., i I /6\: GENERAL NOTES i PROlNAMC I j • REMOVE AND -RELOCATE ANY THERMOSTATS LOCATED AT DEMO WALLS.-: 6405 El Cami~; Rear Exterior B:tlaing Renovaticn] \•RELOCATE ANY ELECTRICAL PANELS LOCATED AT DEMO WALLS (NIA). i ~:~NBY: :;124 ·2017 I, • EXISTING OUTLETS AND THE WIRES LOCATED IN WALLS TO BE DEMOED ARE I STATUS: Permit Re-Submittal Set · SCALE· 3/16"=1'-0" l TO BE REMOVED BACK TO THE PANEL ' . -~--·-, l st FL. DEMOLITION PLAN :cStMoL~r~~i SHEET No.: <;/1r" '-" I 0 1'-0" Ui.....J 0 5 1 n' 'u 2 ,,, IJ r l I I I I I l l -NOTPARTOFTHISPERMIT ------ I In @ @ @ / r 1--'-·· --------_, _,_, -· o ,_ -~ -2° -"' --, -· ---__ , __ ~ l I l-----n------11 J l-----1 !----ii ' i /" I ~=====· ®:~ t' , .. _.., \II ,, u NOT PART OF THIS PERMIT ' ! v, I j l ~ •'.£,~. I i ' I I I ;wi I I ' ) I I I j I I I I I I ~ - - I I REVISIONS: Description C 0 Date 1 : I I [&: ·1 I ,----G-E_N_E_R_A_L_N_O_T_E_S ____ 1 f. I 11 -----:-~::-:==-----:--:-::::-:==--:---=-=-=-:-:=------;-:;::::--=:::-:-:-::-::-:-:--=-::-=:-~-=----=----=-=----.-::------------------------------------------_).----;::;-;=;-;-:::::;--;;::-;--;-;-;::-=;;.~~~;;-,;::~;;~~~~------_j PROJ. NAME: , ii KEYED NOTES LEGEND @ REFINISH EXISTING CASEWORK PER FINISH SCHEDULE. @ REMOVE PLUMBING FIXTURE AND CAP PLUMBING. 0 REMOVE AND RELOCATE ANY THERMOSTATS LOCATED AT DEMO WALLS. 16405 ~ Cumino R€al Ext,rior Buiding Renovotion j ~ 1 [ 0 EXISTING CEILING TILE & GRID & LIGHT FIXTURES TO REMAIN. @ REMOVE EXISTING DOOR OR WINDOW AND FRAME. 1 ° RELOCATE ANY ELECTRICAL PANELS LOCATED AT DEMO WALLS (N/A). I ~~~N BY: ~~ch 9· 2017 ! o 0 REMOVE EXISTING NON LOAD-BEA.RING PARTITION. REPLACE STAINED DAMAGE TILE. 1 , • EXISTING OUTLETS AND THE WIRES LOCATED IN WALLS TO BE DEMOED ARE STATUS: Pe~~ ~u~mittal Set! N V fi7i REMOVE EXISTING NON-ESSENTIAL DUCT-WORK, DIFFUSERS, GRILLS AND SCALE· 3116 1 o '" (2) NO DEMOLITION WORK IN THIS ROOM. (;O) REMOVE PORTION OF THE EXISITNG WALL AT NEW DOOR OR WINDOW LOCATION. D TO BE REMOVED BACK TO THE PANEL. . -. ,__, ~ PANELS ABOVE. MAINTAIN EXISTING ROOF ACCESS & ACCESS SHAFT FRAMING. ~ 0 REVISE EXISTING CASEWORK. REPAIR HARDWARE IF NECESSARY. @ REMOVE EXISTING SOFFIT OR HARD-LID CEILING IV',ATERIAL. @ ~:c~~: A~~~6~j?wfcif ~~O' ~~~~tt~s~ ~~~;~El~~f i~~~E~1i~v~~ou~~~ 2 n d FL & D EMO LIT I O N p LAN IIL5tMLO LPITLI OANNl'._1 ,.q , G) REMOVE ALL EXISTING FLOOR COVERINGS. PREPARE SLAB FOR NEW @) REMOVE WALL FINISH MATERIAL. PREPARE WALL TO RECEIVE NEW WALL FINISH ~ Oil FLOOR COVERING. FILL HOLES AND CRACKS FILLED AND SANDED. MATERIAL PER THE FINISH SCHEDULE. CONTR. TO INSPEC EXISTING FINISH @ REMOVE ELECTRICAL OUTLETS AND PATCH WALL. -~ CONNECT WIRE TO NEW OUTLET LOCATION ABOVE. :::;_ 0 REMOVE EXISTING CASEWORK. CONDITION TO DETERMINE IF NEW FINISH CAN BE APPLIED OVER EXISTING FINISH. 3/1 6" ;_ ' -o" I SHEET No.: ,I ...-, ~ R @) MAINTAIN EXISITNG PANEL. RELOCATE WHERE SHOWN ON A-1.0. ... s I G) EXISTING CASE\NORK TO REMAIN. ~ EMOVE ALL EXISTING CEILING TILE, GRID & LIGHT FIXTURES. EXISTING PANEL(S) TO BE ROTATED AND KEPT IN THE CURRENT LOCATION. !...J'1...J P"Ail ~~ A 1 1 I u L 0 RE1v1ovE Ex1sT1NG PORTION oF EXTERIOR WALL FOR NEW DOOR. @ Ex1sT1NG FLOORING To REMAIN. ® RELOCATED PANELS PLACED HERE. o s 1 o· 20· 6111 ~ ... • 1 -~~-~--~-~~-~--~-~----------------------2:__ ___ _ ---~ --------------------------------~~ --------------- I ,I t1 ' , , .... STORAGE< AREA OF WORK TECH RM ( r~ /:~) \ C'···: , I I d ' "'~--l f-----1 '-._ ' ,__ __ _, I ' WALL LEGEND GENERAL WALL NOTES: REFERENCE TYPICAL METAL STUD SPANS PER ESR-2L57. ) 11 i! "------"- ON DECK / / /,. 0 G ' { i -···· .. ·-··· I .. 1. i ,:--, ' ~0 ... _. ?; \\ i-1._ ____ )-' -·~---···"'• I ···········-············· ' .... 7.C -2 T.C -, = 0 i·-·· ,, I :I =#=: : ,i " ,, L:f 0 r-1- ' 1-i,- ·----~--- STER:1_! ZA ilCN. -,, :',, ' " Li =o= CHECK-OUT ' 0 ' ~ :, ii tJ 0 I ! 1 I I I .___._, ' ' I ,1 I I' -1 t ___ ~'I i ____ ., ' ····--···-----· ··-··1 0 T.C .-' ·----• .J ·. ··-·-·-·iie;j· .r-c L.b ' . I 2,._ 7~ a • -·-··-··· . ····-·-····· . ~ ~;----c-,-,---c---------,,.,---,,--~-+--'---.- (1 \ . . . . j I 0 .. . . . . . AREA = 222 S.F. .·· .·. INFILL 1 l.' . +- ·' : ·.:..·• ~o.: ,,,c-n • - ' . . • ~ -~~~~o:~~;0 ·,·~· •• : • ••• -.-•• _· ·_-.·· •• ~---. _7 (. , .. · .. · .·· .. ·.·.· .. ·,···· (0 ...... ·· · .. · ·.· · · .· · .··, Zt:S --~--1 i I - --~<=>: ' \I aj -I I I i I . i I I I 1 lr~v\ w> ~ . I i I J 2, •" 5'-·'" · ,i\'·-6' 1,,, A \ I 4'.,1" ,, -·-10" s·-10" s·-•,o" ,. ·" -o I ! A--4._rl;i . :::• / : "' J ,._,-J rl+''-'-t----i,i'~FW+, ..,.,.,"-.....-+'c'-._/"'-'s..i+-+ ~-.,.,. --6-::-.. ---+, -----i,c----'----+--"-----+-.....c.-'--,1 ___ , ,,,t---- I l ' I ) BUSINESS (/~ .e D D I ----------42'=1i"' -- ( I -! ,,~ . . . . . ·~i !~~~ ....• · .·.· .. ··· ···.····.I.INFILL 2. !.··.. .~tc~fila !-..;.: 1 ... ·· ~~"--. . ' .· ~ ~ '/IO<"OV": :· l -~~ -.--. · --~ -. -~-~: __ .-___ :_:_. _,_· . ·4_ ' i .-. \ f U \ii V ', I \:::7 \~~;/.'\01 I I Dr n I I ld-r I -' I i J i-' Jc;J J 1 . (A;;..'\~·= 207 S .. f .. ,. » 0·>··.·.···~ r···. --~" ·. ,e...,_" 7' i..: I ! ~ ,.1-' ;-,.-== __ ( l -AREA OF WORK---''\~l_;j"'\0 1!'" -- - J GENERAL NOTES . • WALL STUDS TO MEEr ICBO #4782P FOR STUD SPANS AND SPACING TYPICAL o FRAME ENCLOSE ALL DRAIN PIPES (ROOF & OVERFLOW) . • ALL DRAIN PIPES (ROOF & OVERFLOW) TO BE FURRED OUT. SYMBOL LEGEND DOOR iYPE, SEE A-4.0 -AREA OF WORK -- ~ 1 " 16562 PINATA QRIVE, SAN DIEGO. CA 92128 PH. 858.755.5030, CELL: 858.699.1017 ti") UC -1--f 1111111111 z 8tl :c 0 z C :, oO al I'~ i= lam w~o ~ 0 ... <( w ai u~ +- ,~::, >< 1c :cw -0 0 -_J w 0::: 2 <( u _J Li LO 0 -s:j- c..o I REVISIONS:·------- Date i i ;-ffi---P-la-n--C-h-ec_k __ ·4cc11"'8.,,/2"'0=17! Corrections Sym. Description 4/25/2017 I>,.. Plan-Check ~ Corrections ~/3\~3~. ·~ PROJ. NAME: I 6405 El Camino ,lool Exterior Buiding Renovation DATE: April 24, 2017 DRAWN BY: STATUS: SCALE: MR I Permit Re-Submittal Set I 3116''=1'.()" --1 EXISTING: (Q)., r1: ....; I .....c if -~--~c-,-.. ---•c,,---•••• • ===-...it;.; '~--' ~ /////// PROVIDE WATER RESISTANT GYP.BO. AT AcL WET AREAS. EXISTING SHELL GLAZING WALL TO REMAIN EXISTING shell PARTITION TO REMAIN EXISTING EXTERIOR MASRY. / WOOD,FRAME WALL ', • PROVIDE A MIN. l /2" AIR SPACE BErWEEN MErAL FURRING STUDS & POURED CONCRETE WALL, TYPICAL. • ALL WALLS TO RECEIVE 2 COATS OF PAINT AND SHALL BE OF SMOOTH FINISH AS APPROVED BY THE ARCHITECT. • VERIFv EXACT LOCATIONS OF CARD READERS, SECURITY SYSTEM SENSORS, ECT. W/ ARCHITECT PRIOR TO • CONSTRUCTION, NO EXCEPTIONS. j CONTRACTOR SHALL KEE" SLAB FREE FROM ALL OIL STAINS, MARKS, CHALK LINES ECi. MISC. LINES SHALL BE REMOVED! FROM SLAB . TYP. I EXISTING DOOR TO REMAIN. VERIFY SMOKE SEALS IN RATED PARTITIONS. l st FL. CONSTRUCTION PLANc~~Ru~~R~I ,a,.; I Q.!) ' ",-; .... 211 NEW NON-RATED PARTIAL HEIGHT PARTITION j • ,,--...,_ 3 5/8", ProSTUD 20. (362PDS 125-19) METAL STUDS@ 2L" O.C. ' • !!i!!g!!i!!illi1[lii!; !!jl !!iJ!f!l!1l!ijiii1 ( B \ MAXIMUM HEIGHT ALLOWED PER ESR-l l 66P ISSUED AUGUST 1, 20ll: 18'·7" W/ ONc LAYER OF 5/8"j 0 TYPE "X" GYPSUM BOARD ON THE INSIDE AND t STUCCO FINISH EXTERIOS. APPROX, 8'-6'' HIGH. ' NEW: SHEET ROCK SHALL BE TAPED. FILED AND SANDED. DO NOT TEXTURE. FILL THE CAVITY W/ R-13 . FIBERGLASS BATI INSULATION. C !: u L__·---------------------------··---···--····----····---. CAULK ALL EXPANSION AND CONTROL JOINTS, 1YP THROUGHOUT. I PROVIDE EXTERIOR WINDOW COVERINGS AT ALL EXTERIOR WINDOWS: VERIFY W/ BUILDING OWNER W/ STANDARDS. I I I ---~···-·· ------------···· ·-·-····--···· --··-------~---·----~----------· 1'-0" 'A~2.o 0 1 o' f I I I I I -NOT PART OF THIS PERMIT , , I I ' !'/ I I I 1 1 i I 11 ,t-------------- 1 i :_ • I ! L:::::======::::;:::t===============::::'.J I 11 I ti I I I . I 11 l ! , . , ' I ' I ' I " 11· I 1\ I i1 ~--\j--·-"( MEN \ ' I 6, ! I · 11 1 I I --)Ji r:;~ 11 I _ _J ~ ·._.. ---rr----1.1. I ~j\ IQ/Q[X'l 1 ' IIP ..--_I I I ULJ ·--. I . I , I i I ! I : I I 1 11 :~ .. I I . C I .A-3.1 ,d I L _____ J I STAFF I I I I I I I I I I , , . , I I \ GENERAL WALL NOTES: I i ' I I I , LOCKtRS I I NOT PART OF THIS PERMIT WALL LEGEND REFERENCE TYPICAL METAL STUD SPANS PER ESR-2457. EXISTING: ___ ·__:~-----:-~ L_ ____ ~ PROVIDE WATER RESISTANT GYP.SD, AT ALL WET AREAS, EXISTING SHELL GLAZING WALL TO REMAIN EXISTING shell PARTITJON TO REMAIN 11 f, ,, \! I, I I I I I i I , j ' I I i I 1 I Ii I ii I ' , ' \1 I '' I I ---- I I GENERAL NOTES 'i " WALL STUDS TO MEET ICBO #4782P FOR STUD SPANS AND SPACING TYPICAL l • FRAME ENCLOSE ALL DRAIN PIPES (ROOF & OVERFLOW) , ! e ALL DRAIN PIPES (ROOF & OVERFLOW) TO BE FURRED OUT, \ • PROVIDE A MIN. 1/2" AIR SPACE BETWEEN METAL FURRING STUDS & POURED CONCRETE WALL, TYPICAL. ! I' • ALL WALLS TO RECEIVE 2 COATS Of PAINT AND SHALL BE Of SMOOTH FINISH AS APPROVED BY THE ARCHITECT. • VERIFY EXACT LOCATIONS OF CARD READERS, SECURITY SYSTEM SENSORS, ECL w I ARCHITECT PRIOR TO I I CONSTRUCTION. NO EXCEPTIONS. '/////// i e CONTRACTOR SHALL KEEP SLAB FREE FROM ALL Oil STAINS, MARKS, CHALK LINES ECT. MISC LINES SHALL BE REMOVED\ EXISTING EXTERIOR MASR'\'. I WOOD-FRAME WAll ! FROM SLAB, TYP. NEW: NEW NON-RATED PARTIAL HEIGHT PARTITION j o CAULK ALL EXPANSION AND CONTROL JOINTS, TYP THROUGHOUT, . 1' ~ 3 5/8", ProSTUD 20, (362PDS125-19) Mt,AlSTUDS @24"0,C, . i o PROVIDE EXTERIOR WiNDOW COVERINGS AT ALL EXTERIOR WINDOWS: YERIFY W/ BULDING OWNER W/ STANDARDS. ~i!!i!j!!!!!ii!!i!j!!!!!ii!4'! f~-;;-) MAXIMUM HEIGHT ALLOWED PER ESR-1 l 66P ISSUED AUGUST l, 2011: 18'-7" WI ONE LAYER OF 5/8"1 \ 1 ~ TYPE "X" GYPSUM BOARD ON T'-IE INSIDE AND~" STUCCO FINISH l:XTERIOS. APPROX. 8'-6" H!GH. , \ I SHEET ROCK SHALL BE TAPED. FILED AND SANDED. DO NOTTEXiURE. FILL THE CAVITY WI R-13 I 1 FIBERGLASS BATT INSULATION. ! i --·------------------------- I I i ' I I I i ' I ' I ' ' I I I SYMBOL LEGEND DOOR TYPE, SEE A-4.0 CD EXISTING DOOR TO REMAIN, VERIFY SMOKE SEALS IN RATED PARTITIONS. I I ' I I I I i 11 I i I 11 I 11 I I ' I, I I ' I I I I C 0 ·-.. 0 > 0 C a, ~ 0) 0 0 0) <( u <( CD lf) _J 0:::: <( Description Date -I /6\: PROJ.NAME: f 6405 Ei Camino Real Exterior Building Renovation I DATE: March 9, 2017 i DRAWN BY: MR I I STATUS: Permit Submittal Set I 1 SCALE: 3116"'"1'-0' / : i 2nd. FL. CONSTRUCTION PLANjC~Ruf~~~I 0 5 -------------------~-·-·-·· 1 '-o" i 1 o' I 20' I NUMBER: 80-6 EFFECTIVE: 5/1192 SUPERSEDES: 80-6(9/10/80) 80-6(5/01/81) CITY OF CARLSBAD POLICIES AND PROCEDURE l I SUBJECT: ROOF MOUNTED EQUIPMENT i SECTION: BUILDING DEPARTMENT PURPOSE PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. i INTENT: A. Maintain roof integrity. B. Prevent hazardous condition to firemen who must fight fire on the roof. I i C. Provide an installation that is aesthetically sensitive to the building and the adjoining ! 1· l ( I properties. II POLICY: 1. All equipment shall be concealed from view and the design* shall meet the approval of I the Planning Department. I ~ I I I 2. 3. 4. 5. 6. 7. All equipment shall be specificaliy designed and approved for exterior use and shail be approved by the City of Carlsbad Building Department. I All roof mounted equipment shall be on a platform which shall be an integral part of the \ roof-flashed and waterproofed. When a screen is approved, it shall have as few roof 11 connections as possible and be structurally adequate. I All electrical, plumbing, mechanical duct work and related piping shall be inside the building and not on the roof. All connections related to equipment shall be made in the same roof opening on the platform or have the prior approval from the building official. Sewer vents shall be brought to one main veni below the roof and have one penetration where restrooms or other plumbing fixtures are back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or in general proximity. Existing buildings and equipment, remodel or replacement, shall meet the above regulations or shall have the prior approval from the building official. Where new equipment is installed, unused or abandoned equipment, including all roof mounted piping, electrical, mechanical, duct, and other related appurtenances shall be removed from roof and unused openings properly sealed to maintain roof integrity. I *The architect should, through design, conceal the heating/AC unit and other equipment whether they are I on the roof or elsewhere. I I I !i==~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~="l'I ! Initiated By: Approved By: I SCREENING OF EQUIPMENT Exterior components of plumbing, processing, heating, cooling, and ventilation systems (including but not limited to piping, tanks, stacks, collectors, heating, cooling, and ventilating equipment fans; blowers, duct-.vork, vents, louver, meters, compressors, motors, incinerators, ovens, etc ... ) shall not be directly visible from a height of five feet from the closest building wall on any lot. Scaled elevations of ail such equipment, as well as screening materials, are required on all site plans. See example below. EXAMPLE OF SCREENING MATERIAL DISPLAY ------··-------~·-·· ····-· ·········-·-·· ----··········--···· PROPERTY LINE . 50' LANDSCAPE\ SETBACK. I I I i I I I I l ~ -NOT PART OF THIS PERMIT ----~ I 1 ' I I I I ' I I I l I I I I -(2'-4") I ROOF BELOW PARAPET I I I I I I I l ' I .. ·r I I ' I i I ! Ii i mT' ! J I I I --NOT PART OF THIS PERMIT ----i--- ,! I I I ··-··· ····-·····--- NEW CU#2 135 LBS. ~ NEW ~ CU#1 124 l.6S. HP #3 NEW /a' 2"·) -\, - RnOF BELOW PARAPET I.., ' -.e.2·~ae• fi TON} NEW HEA1 i:>UMP 940 LES. W/ s· H. PRE--MAfiUF. CURE (loo LES.) -(7' -0") I I I I I I I 1 l I I ROOF BELOW PARAPET EXIST. I HP#2 ~ ROOF ACCESS NEW 42">:88' (2 TON) NEW HEAT P!.iMP 354 lBS. I I -(6' -o") ~ ROOF BELOW PAR'•D'T ' ' ' I"'\ I C,. ' 11 1] HP#l • If ~") -\ -L EXISTING /, ~ ROOF BELOW PARAPET 11 ! I I I I ( 1' ,-..l!\ --o ) ROOF BELOW PARAPET i ROOF PLAN REVISIONS: C: 0 fUIIIIIII .. C > 0 C a, ~ v) 0 0 N CT) <( u Sym. Description Date Plan-Check Corrections 4/18/2017 ! &: 6 i PROJ. NAME: i 6405 Ei Ccmiio Real Exterior Bu!dinq Renovation . DATE: April 18, 2017 DRAWNBY: MR ST A TUS: Permit Re-Submittal Set SCALE: 1/8"=1'-0" ' SHEET TITLE: ROOFI PLAN: SHEET No.: SCREENING O?" EQL:Vi?MENT Exterior compcnerrts of plumbing, processing, heating, cooUn;, a~d i;,,~-itilation systems {incil.lding .but not limr"ied to piping, tanks. sta-cks. colfectors, heating, cooling, and ventilating equ1prr~rit rans, blowers, ductv.·ork, vents, louver, meters. compressors, motors, :r.:inerators. ovens, etc ... ) shall not be direCpJ visible from a height~ five feet fro_m the cl~st buildina v.-a!l on any !cl Scaled elevations of all such equipment ~:: weU as screening matenals, are required on al! site p!ans. -See example below. EXAMPLE OF SCREENING MATERIAL D!§PLAY ,. '-J..:j _', -.··:,r· ·: ... 1·· .... :: 0--~~-,'1,.i·, / ?JtOJ>l',.RTY l.L"l!:. lis LANDSCAPE SETBACK ; l _________________ L ______ ~ \ L-----------------------------) ' L-----·----------------~ NOT PART OF THIS PERMIT---------------~ --- 7----;-/// at ~! /, _! ! 27m_ ~ I EXIST. r--, .Q ,·' r; . ' I ./. ny -~---'---------------:i.:--------------------T--l , r~~._://'-~ ~; -------·/ -----' I ' ! ! ! 2 , ,I· ~ -• i : Z • ,o '"...,-'. : -----: .. ---· -----------_, ----------------,-----------------------------1-------------------· ( . I . ~ ~ \A-3.C) l '--.-/ ' 22 -- 1 -------- ! I ,0 L--~---- / -----------------1 . ( '~ ~==========1 ·_,; I -, N L----I -1···------r---- 1 · I I I I I ' j t===I=====================;=== . .. . . . . . . . . . . .. . I I r . . ,_·. '... . -. t :_~_-·:·~· .. ::-:------~~r---i,----------------.. ---------~ • : . ' I ,··i I . I t----· . 1 ' I . I ~--------------~~ 0 _ I '. ~I 22'-+----n . +--: N • -l-~ .,.j._ _ ___.zi~@Z I i' Fli'S:C?'t ___ I --WJ:============::L......,:._:;...~~~;...;.·,:._J·.·'I ! I I I I I 0 ! !1 ,--, I : 211 -st- I ~ @] I f------t--,/ ~ ···.·. ··.· .· I • ''• ~·->.-. -.. '•-""-""· • • •--•.•~' • r,•,.•>,-.•-• ~ ,.,_-,,; ,. •, -,•,•·~ '• •.',, ...,. • • ,.... " ' -..1 -' -· ' ,,-' l!lllllllBI r -I , C j ' L-~-----------------------------7----.\0--~"-.J --NOT PART OF THIS PE~~TuTIAL SOUTH ELEVATION~ SCALE: 1/4"=1'--0''@ v --·-·--- ~ I I ' B I C \ ---------------~---f\----j,-0-: -PARTIAL SOUTH ElEV ATION SCALE: 1 /4"=1 '-0" I KEY WIDTH X HEIGHT KEY WIDTH X HEIGHT 10 44"X48" 0 56"X48" tr 44"X12" 0 56"X12" 0 60"X48" ~ 72"X12" 0 60"X12" ~ 36"X48" <v 40"X48" ~ 36"X12" 0 40"X12" <@> 30"X72" 0 36"X12" <B> 72"X48" EXIST. 3/8' ?L. Gt.ASS ·f) .Speci'G.cs:!19-2:$ l-r~.s,;.;l.,1;,i:/I"!ff Vrtlt Con~c."1 GALVANIZED SHEET METAL PARAPET CAP W/ FLUOROCARBON PAINT FINISH TO 11..ATCH CONCRETE FOUNDATION SYS1EM. SEE STRUCTuRAL DRA\~NGS. -~~~~~~~~~~~~~~~~~~ CONCREJE SLA3 W/ STEEL REINFORCING OVER SAND BASE AND VA?OR BARRIER. SEE SiRUCTURAL DRAl'!NGS AND SOicS REPORT. STLCCO ------------...J-r1"'2"'0"!-EXTI:RIOR PAVING TO SLOPE AWAY FROM STRUCTURE@ 1/8"p/f1. L_i FINISH GRADE -6" MIN. BELOW TOP OF SLAB. PLYWOOD BACKING ON PARAPET WALL. Fl_B_ER_C-AN_T_S_TR_IP~~---~--~~---~~---~~-~~1=2=1~[-~ .. L~Ol~Y-~E~"~T~IN~TE_D_!~NS~U~LA~i~to"""'c~LA~Z~IN~G~-~SE~E~A~R-CH-1-TE_C_TL_R_AL-EL_E_VA-TI-,O-NS~FO-R~~~- LOCATIONS. 1 /2" GROUT REVEAL. r:::-::1 EXISTING BRICK MASONV BEYOND OR BRICK MASONRY HEAD. ! 221 @] 3-PLY HOT-MOP BUILT-UP ROOF & FRAM!NG SYSTEM -SEE STRUCTLRAL DRAWINGS. TILE TO SE THiN-SET OVER STLCCO. 7 /8" CEMENT PLASTER OM METAL LATH OVER BUILDING PAPER ON WALL FRAMING SYSTEM. WOOD STLD EXTERIOR WALL FRAMING SYSTEM. SEE STRUCTLRAL DRAWINGS FOR MEMBER DETAILS. SiRUCTURAL FRAMING MEMBERS. SEE STRUCTURAL DRAWINGS. FUTURE SUSPENDED ACOUSTICAL CEILING AND lNSUL~.TION. 2X4 WOOD STUD FRAMING AT 34" 0.C. DRIP SCREED. I I §] I~ i r::;;;-i I~ r--, ------··------·-----~--------------------- 2-1/2"X3-1/2" STONE CAP 3" VENTED CHANEL SCREED. 2-1 /2"X12" STONE SILL. rABRIC AWNING OVER ALUMINUM TUBE FRAME. RECESSED L!GHT FIXTURE. PER ELECTRICAL DRAl'l1NGS. 2X FACIA FLASHING 2X6 CEILING FRAMING @ 16" O.C. H.M. INSULATED DOOR AND FRAME PER SCHEDULE. 1 13 1 R-19 BATT INSULATION. VERIFY PER T-24 REPORT. J 31 1 ~1=,=4~1--PR-E-FA_B_R_IC-A TE-D-F-OA-M-, -SH_A_P-E._P_R_Of_lL_E_T_, O_M_A_T_CH_A-PP_R_O_VE_D_S_H_A_PE-S------l:lr3::'2::'i-3X3 APPUED TRIM \ FOR THE COMPLEX. ADHERE TO BROWN COAT, COVER W/ COLOR COAT. ----- 1 B BUILT-UP 2X4 AND 2X6 DECORATIVE PLANT-ON DETAIL I ~ I !isl EXTERIOR GYPSUM BOARD SOFFIT W/ TEXTURE TO MATCH PLAS1ER -·--i 133: i D FINISH. y 2x4 FRAMING @ 24" O.C. NEW HOLLOW METAL DOOR AND H.M. FRAME IN EXISITNG MASONRY /WD. FRAME WALL. NEW HOLLOW METAL DOOR AND H.M. FRAME IN NEW WO. FRAME VIAU.. \ 16862 PINATADRI\/E, SAN DIEGO, CA92126 I PH. 858.755.5030, CELL: 858.699.1017 C 0 ' lllillilll .. C > 0 C a, ~ REVISIONS: I Sym. Description Date I 4/18/2017 I&: • i ! • i I 6 I I I PROJ. NAME: 64-05 E! Camino Real Exterior Building Renovofon DATE: April 18, 2017 DRAWNBY: MR STATUS: Permit Re--5ubmittal Set SCALE: SHEET TITLE: I ELEVATION1 SHEET No.: A-3. in I "' ' ' ~-------------- ( lj1 v I .,.,.,,,,,,. ' ~ -t-,,"c --. f -:[ :I' I I'----------------------I~--""-----------' ! I 1[7l ! j i 11 ~ ' i[ ' I ' ' 1 _____ ......J ------- 3 ) ! 1 • -. ,-I CD l __ J_. ---------------------------------------------I_ -----.,,-1---------------------~ 1 · I I ;-' --9 ;r·- 1 --• , : I ' --. : .! l . ··/ . ' -:-2e.· -"it~, 1:atc.: Pe.nact;l:~p;r- 0 I i L-------~----------------------------------------N ------------------·---;' J I I 1111 11 !111111111111 II 11 I\ 1 _ -·H-_-O'-=t/==!=1!=-:-=--=-:-:-=i1-:=,-,-,"'i"1, · I 1V / i I _ --_ _ A • ' I ----· --" L'.'.: ----1-T~----·-----q-- f 1111 : ! 11 ! /11 ! 1111111 ! j ! I ! I 1 · "'" . . . '-~~ ~'c'l;~-=~=-=·=·=~=1-' ===l'.' =i:_;_=_=_=_=_=_=ll=_=_=_=_::::;=..tTj=' _=_=t 22_ / i .• > .-_ " -1 1' ~ I· ... .-.:, •••• ·. i. -------4------- { I I I I I I I I -/ I ' ~-----------------~ -• ---,-~, ' I I ' ---- E~IST. , I 11 :~7 ··v:·:;::·; '1i ; i -/...,.L / ,_ -r+ • ' r---' ' ' '1 ' ~ l ---------- _-__ z __ ,----,-----------------~------------' II =-----r-----------:---I - -- . ;I; 0 ~i I i ys1M --:zz~ ; !11111111111111 ! 1! 1111111 d11111111111: Ii 111 ii I i/1/ 11 i 11111111 i 111111 Ii I /11 \~ "i 1P Mr 2Z0Jf7 1 /01i 7 / i WI' I ;_~3: I I i -I ~ ..... ,,.. . "''" _,.-~ . ::--I_,,_··-·--·--I -.. : '· M==r===r==""F"_..,.1=-_ -""i =,"'f __ 'FT-_= __ .,·"'fl=. _"'F"':"i"i=r=r=r~~J-=-. a=='fc=~~ ----251 / -----------r-1 ---l 0 16862 PINATA DRIVE, SAN DIEGO, CA92128 , PH. 858.755.5030, CELL: 858.699.1017 C OI 4ii llllllllil llljm c > 0 C a, ~ <( .. -_ ", 1 ·-\.. ~--·-----------------------------@J 1 ----t--.-.:i ~, 1. .---+--D_j 1 ----------_-_-_P_A_Rr ....... 1A ........ L ___ w __ -....... Es ___ r ...... E ....... LE ....... v ........ A ....... T ___ 10 ...... N ____ ~c i w v,u c 1 ,t 3)1 SCALE: 1 / 4"= 1'-0" \ C ; I , HP #2 HP #3 ~ I ~ i== ,_ l25'f---~-~M[R;~··-~·~=9'=af~==e=;a=r=r~9T=r=r=r=i 1,--------------------H-P_#_l------~N~E~W.------1-....,---------,crEnwrr----_--i-------------i :::, ~ ~ ~L------4(----------------~L~_-_~_-_~_~_~_=_u_-_~.~~~--~~-/~~--~~ /" ~~~I~ I ~fil : , i ~1J;:I I ~ Q I --- J ~I ' N ! :c: !---~--------------------,--------~---------ii 11 1 I I ffi 1-'-o 1 I 1~ag:o SCREENING OF EQUIPMENT Exterior components of plumbing, precessing, heating, cooling, and ventilation sy'Stems [including but not limited to piping, tanks, stacks, coUectors, heating, cooling, and ventilating equipment fans, blowers, ~uctwork, vents, louver, meters, compressors, motors, incinerators, ovens, etc ... ) shall not be directly visible from a height of five feet from the closest building v-1a!l on any lot Scaled elevations of all such equipment, as well as screening materials, are required on all site plans. See example below. EXAMPLE OF SCREENING MATERIAL DISPLAY I: C\ I EAST ELEV ATIGN 'i C SCALE: l /8"= 1 '-0" 1 I V) +. 0c,ccc:~--,,-------------------~~~3 ---c-----~~2 -------~;';' & 2 r-----------'[' ; ____ _ii' --------,, -,-J-, ~ ~ ~ ~ PROPERTY LINE\ 50' L..\NDSCA·PE 1 I SETBACK l i ' ' Bl ~ ~ ~ ~-,f--------------1-------------__ I __ J I 1 ~) ______ --,--,o,-----_____ _,C-oooocoooooooocccccccccoo-c~occoo~:'o-cccooco~-i:'.:1--'-oooooooooooo~'CC_' ~--------,-· · -; " ~ : Sym. Description Date I REVISIONS: --· ----------) ~ n;r-::.:::-.:::·-""·'pi,,izsz==~¢,1,<="""iiiizi~-----------..l. [ I -----, V"'::, ::,r,JJ....._ t '. ----------------------------------------------------------------------------------------------------------_ J . \-:::::, I !I I "- ~~ Nlj ~ -,----f-4 ~D Fl ==0 di,bcl ==0 =liaaa1 ==0=· Sail ==0 = bc==0=· l.',al ==0 , 1 F! =~='=1==0-ll==0 I 0 I 0 ii 0 ll , ii [l=-==l1===,lb=,== f=I ==s , I 01 4/18/2017 i i I . i ; ' l .. _,_, ·"' & ' .,__ ,.. •. i::; • ._., . ! ROOF SCREENINQ RE;QUIREMENTS(G) NORTH ELEV I\Il9it!1·-0·Til,f"'! .. "'"'"""""'": ~-----------------------------,-~~---::-;·:c.c-:=-::c:c.::-:::-c~~=::=::::".":""":~~~-:-:c::-:-~l=::::-::'.-::::-:::-::-::::::-:::-::::-------rr===r--------------------------rr===,--;::;;;;:~;;-;:;:;;;;;;;--;;-;:;:;::;;--;;;:;;;;;:;;::-;:;:::-;;;;::;;;;---;-;-;;:;::;;::;;;--;~:;----------,--pc==;---::::::-:::::-::-:::-::::-:~:--::-::;:--;-;:------------"a.~"--.-,i DATE: Apnl18,2017 1 i i 7 i 7 /S" CEMENT PLASTER OM METAL LATH OVER BUiLDING PAPER ON II 1151 BUILT-UP 2X4 A,~D 2X6 DECORATIVE PLANT-ON DETAIL. i r;:zl EXISTING BRICK MASONY BEYOND OR BRiCK MASONRY HEP,D. 130 I 2X6 CEILING FRAMING @ 15" O.C. DRAWN BY: MR I I:'-[Q) ~ U ~ LJ [L ~ [K ~ W [NJ (Q) Li ~~ , L...l WALL FRAMiNG SYSTEM. l__J L=J STATUS: PermitRe-SubmittalSet .-i i , =8=,-WOOD STUD EXTERIOR WALL FRAMING SYSTEM. EXTERIOR GYPSUM BOARD SOFFIT W/ TEXTURE TO MATCH PLASTER H.M. INSULATED DOOR AND FRAME PER SCHEDULE. SCALE: I 0 !--r-:;l=--G-Ac-VA-t,-'iZ_ED_S~-.E-E--, -ME-T-AL-PA-R-AP_E_T_C-AP-W/_FL_U-OR_O_C-AR-8-0N-' -P-AIN-,-,-,N-'iS_H_T_O_M_A-TC-H i.-'.. I _ SEE STRUCTURAL DRAW1NGS FOR MEMBER DETAILS. FINISH. C\1 , ~ STUCCO , l9i STRUCTURAL FRAMING MEMBERS. 2"x4-1/2"ALUM!NUM WINDOW SYSTEM W/ FLUOROCARBON PAINT FINISH. 3X3 APPLIED TRIM SHEET TITLE: 011 i ~ -PLY'l-10-0D-BACK-INGO_N_P_A_Rrt-,P-E_T_W_ALL_I_------------LJ SEE STRUCTURA.L DRAi~NGS. i ~..Cl-1 1 ! ~1 : ; _FIBE-,-c.i-N,-i:-i'i"iP ___________________ ~ FUTURE SUSPENDED ACOUSTICAL CEILING AND INSULATION. @] ~~~c;~~c~~~EA0T~~~.~~~TEM I 1 25 -! -2-1/2"x1r STONE SILL ------------------------_z,=4=.c=RA=M=IN=G=@==2•=-"=o=.c=-=========================~-_-:_-_ I, EL EV A Tl Q N ~ L......J ' M 2X4 WOOD STUD FRAMING AT 34" 0.C. j i g I CONCRETE SLAB W/ STEEL REINFORCING OVER SAND BASE AND VAPOR \ r::-::126 FABRIC AWNING OVER ALUMINUM TUBE FRAME. 1' G:J. NEW HOLLOW METAL DOOR AND H.M. FRAME IN EXISiTNG ::::::i ' GJ ----------------------------i L_'J BARRIER ~ L::'.:J MASONRY /WO. FRAME WALL '1 SHEET No· 1· •~ i, 4 -, ·,/2" GROUT REVEAL. i---=--'-------------------------SEE STRUCTURAL DRAVJNGS AND SOILS REPORT. I R~CESSED LIG'.'T FIXT1l'RE. r::::l A"' 3 1 ~ , i 12 f DRIP SCREED. c , , o I .x, 1 NEW HOLLOW METAL DOOR ANO H.M. FRAME IN NEW WO. ~ _ l, -"=I ·=;=i_-3-PLY--HO-T--~1op BJ:J.T-UP ROOF & FRAMING SYSTEM -SEE L.:J ___ i l"zcilE ~X=TE=cR~1o=R=P=A~VJ-NG~To~sL~OP=E=A=W~A~Y~F~Ro~M~S=TR=v~'c_TU_R_E_@_·_,;_s·_·p;_,_t. ______ I 12-7 8 1 11 P2xERFAELcE1ACTR1CAL DRAWINGS. e--1=3=5='-_FR_A_M_E _w_AL_L. ___________________ !,I _ 1111 II, :: ,--s_,~_uc_T_UR_A~_DRAWINGS. i 13 ,,! R-19 BATT INSULAllON. VERIFY PER T-24 REPORT. ·1 L'.':.:J F1NISH GRADE -6" MIN. BELOW TOP OF SLAB. ...... " T,,,Lc ',0 Bi' ,,,,.'•N-S·-,-,_-0-VF_R_S_TU_C_t_Q_-------------I ~21 "LOW-E" ilNTI:D /NSULATED GLAZING -SEE ARC~ITECTURAL ELEVATIONS FOR ~ Uo '!:, 1 s , " -0 -• -, 1 , 4 11 ! ! LOcA~. ONs. 129 --. L-A-sH-1N--r.-----------------------,1 L:..J PREFABRICATED FOAM SHAPE. PROFILE TO MATCH APPROVED SHAPES " " _ L· ~--------------------------J_h:d__~F~OR::__i_:TH~E~C~O~MP~L~EX~-~A~D>~,E~REc...:.'TO:!..E'BR~O~WN~C~OA~T~. ~CO~V~ER~W(_c;:;CO~L~OR~CO~A~l'-----1---------------------------~...L...l-.....J. __________________________ i__ ___________ ~---------------'-----------~--' --------------________ ,, ___ --- -·---------------- DOOR SPECIFICATIONS i -2" 6'-0" I I 1 / 4'' CLR. TEMP. GL. TRANSOM I @ TYPE A3 @ TYPE A4 I "1nnR 1\iOTFS ! 1). ALL GLASS IN DOORS S?-;ALL SE 1/2'" CLEA~, TEMPERED, EXCEPT IN RATED COND!DONS ljj '-.) \~:~R;L~,::: :~R~:: ~:;:~-:~:;:EA~:o~E :::E::R:~:o:·s~:~ :E:i~:Et;:;:oRs '.3.) VER!FY WALL DEPTH AT Ali :)OQR I QGATIQNS PR10R TO ORDERING FRAMES. 4). PROVlDE NECESSAR~ HAND!SAPPE:D SIGNACE AT EACH TOILET ROOM & SHOWER ROOM DOOR. 5). ALL DOORS ARE LEVE:R !-<ARDWAR£ PER T11LE 24 REQUIREMENTS !J.N.O. 1nnop SP:::-,~;:::-1('b.Tlil1\IC:: (Pb.R-1l·''L) IL.Iv \ I 1.._\._.,11 .v,1!.V ,.._, \ /\ 1/-\ NARRO';\' STYLE ALUML"IUM STOREFRONI GLASS DOOR PAIR. 3'-0ri X 7'-0" X 1 3/4'. ALL!iv' .. FRAME FR,11.ME COLOR TO MATCH EXISTING. HOLLOW METAL IN SULA ,EQ EXTE~VR DOOR 3'-o" x 7'-o" x 1 J/4" H.M. FRAME FRAME COLOR TO MATCI-". £X!STING. HO:J..OW METAL l;,iSLiLA7EU EXTEKICR DOOR INGLE HCUOW CORE r'ULLY INSULATED ~ETAL DOOR. FRAUE; H.M. CLOSER: NORTON #3501 ?ARAL\..El ARM DOOR CLOSER. HJNCES: 4-1/2"X4-1/2~ rlAGER BB-1279 (STAtJ...EY AND McKINNEY ARE ACCEP7A8LE ALTERNATES), BU"Ti HINGES, TV.'C PAIR. FlNiSH TO M"ATCH SL.O. STD. GASKET: STANLEY 5050 SER!ES "iJ0UBL£ GUAf?f( FIR£ DOOR GASKET. COLOR: BLACK. EXiT DEVICE: SARGfN"." \VD8600CVR W/ :.. LEVERS & C ROSE DES:G:.;, 526 I 1'-0" EXIST. HEAD ~ +8'-4" , DOOR HEIGHT $ + 7'-0" : ~------117i 23i 7 l2-2J 25 1 I 19i c._._J Goi ' -' I__! FLOOR LINE +O' , ~ ' ' I 118' ' I L____j 01 I 1 " ' -, ' l I I 01 ! ~ .:;.,I :>r }(4 EXIST. HEAD ~ +8'-4" , 7 i.:-_'\L_. WAINSCOT CAP $ .··. -: 2' 8" _.': + - --------12 3 ,,----,25 FLOORLINE +Q'~ ----+-~-1--~--+--------;11sj 0 I 1'-0" : I ', I '· l I _{) --------STUCCO FINISH 0/ ' J.,;__.-PAPER-BACKED METAL i ·_.} Lt\ TH TYPICAL @ 1:s EXTERIOR : :_.:; HEADER PER ~.I STRUCTURAL 5/8" TYPE "X" GYP. SD. TYPICAL AT INTERIOR STUCCO STOP HOLLOW METAL FRAME BY "TIMELY" W/ TA-30 SNAP-ON TRIM DOOR PER SCHEDULE @I ,~}~;;:'.~OR HEAD & JAMB DETAIL EXISTING CMU BEYOND -I DOOR FRAME -/i I DOOR -REFER TO DOOR---L. SCHEDULE METAL THRESHOLD SET IN---t---.._ SEALANT i 1 " '" GALVANIZED SHEET METAL PARAPET CAP W/ FLUOROCARBON PAINT FINISH TO MATCH STUCCO 10 10 : 3 I PLYWOOD BACKING ON PARAPET WALL. FIBER CANT STRIP 0 i-~---' iRI I 8 : ~ Q L'....'J i/2" GROUT REVEAL. 3-PLY HOT-MOP BUILT-UP ROOF & FRAMING SYSTEM -SEE STRUC-rJRAL DRA'MNGS. TILE TO BE THIN-SET OVER STUCCO. 7 /8" CEMENT PLASTER OM METAL LATH OVER BUILDING PAPER ON WALL FRAMING SYSTEM. WOOD STUD EXTERIOR WALL FRAMING SYSTEM. SEE STRUCTURAL DRAWINGS FOR MEMBER DETAILS. STRUCTU~AL FRAMING MEMBERS. SEE STRUCTURAL DRAWlNGS. FUTURE SUSPENDED ACOUSTICAL CEILING AND INSULATION. 2X4 WOOD STUD FRAMING AT 34" O.C. DRIP SCREED. R-19 BATI INSULATION. VERIFY PER T-24 REPORT. PREFABRICATED FOAM SHAPE. PROFILE TO MATCH APPROVED SHAPES FOR THE COMPLEX. ADHERE TO BROWN COAT, COVER W/ COLOR COAT. BUILT-UP 2X4 AND 2X6 DECORATIVE PLANT-ON DETAIL EXTERIOR GYPSUM BOARD SOFFIT WI TEXTURE TO MATCH PLASTER FINISH. ' 2"x4-1/2"ALUMINUM WINDOW SYSTEM W/ FLUOROCARBON PAINT FINISH. '1sl CONCRETE FOUND A 110N SYSTEM. L'..:'.J SEE STRUCTURAL DRAWINGS. r;-gl CONCRETE SLAB W/ STEEL. REINFORCING OVER SAND BASE AND VAPOR ,1 L'...:'.J BARRIER. SEE STRUCTURAL DRAWINGS AND SOILS REPORT. j Gal EXTERIOR PAVING TO SLOPE AWAY FROM STRUCTURE @ 1/B"p/ft. W FINISH GRADE -6" MIN. BELOW TOP OF SLAB. ~~--- j21 11 "LOW-E" TINlEO INSULATED GLAZING -SEE ARCHITECTURAL ELEVATIONS FOR c---===-L~O~CA~TI~O~NS~--------------~------__j j 22 i EXISTING B,ICK MASONY BEYOND OR BRICK MASONRY HEAD. I ! 23 I 2-1/2"X3-1/2" STONE CAP [ 124 1 3" VENTED CHANEL SCREED. [ J 25 j 2-1/2"x12" STONE '1LL. I FABRIC AWNING OVER ALUMINUM TUBE FRAME. ------------~--------~ : ~ @! sc'.:;~;~~OR SILL @ EXISTING WALL 1 ~ RECESScD L:GHT FIXTURE. PER ELECTRICAL DRAWINGS. ~! I 2s 2X FACIA FLASHING 2X6 CEiUNG FRAMING @ 16" 0.C. WEATHER STRiP (CONCEALED) i ~ H.M. INSULATED DOOR AND FRAME PER SCHEDULE. I 132 1 3X3 APPLIED TRIM i [§] 2x4 FRAMiNG @ 24" 0.C. I - --.J ..,____ 4 " ~ ~ ' A ~ A ~ L A l@i~~;?!DOOR SPECIFICATIONS I© 1~~::~~ AT PARTiAL HT. WALL . ® 1!:=::~~ AT FULL FRAMING 1----":=::'------'--------------~-----------i---===-----------------------------~+---=:...-- I /~A3 I I STOREFRONT Sill & JAIV1B DETAIL I~ I SCALE: l-1/2"~1'--0" I ..0 0.0 . "'"' 5/8" GYP. BOA'<D OVER-~ 2 1 /2" FURRING STUDS GYP. BOARD ADAPTER CAP TO~ "---... MATCH STOREFRONT ~ 1/4" ViSlON GLASS TO lv1ATCH-~ EXJST!NG, TYP. ;--''--"--, _j I I I Ii~ I (/) I :::c I : "" I" I i 3: I:,,. ' (/) I ~ I s I~ PF\E -FIN. ALUM. ,/ l_l STOREFRONT FRAME 1/ / : TO MA 7 CH EXISTING ~·-----+-"-------ii r I i · !0 SHJM & I SEALANT I i :.,; ' T~ I (y) l :c:~i~/~~~ONT JAMB DETAIL '""L~J ! 'I S,OREFRONT DOOR SYSTEM I MATCH EXlSTING \1/4" TEMPERED GLASS IN THIN S11LE---+,--l---l--lil I -,~,, ,_ ae=,---tl loTTOM RAIL TO MATCH DOOR FRAME --+---l-.-1 i I I I WEATHER STRIP (CONCEAL::0) 1 ' THRESHOLD SET IN SEALANT, FINISH""\ \ i TO MATCH DOOR FR~ME. \ I i ::,; I . . F.FLR. ~ vi ... r ,... -~: .• · : i 4 1/ " '0 SLOPE 1/4" PER I FT TYP. • -.-.. • I 1/2" EXP. JOtNT MATER!AL-· ___ ...::---~·-' -"'if------- .-• • • PER FT MAX S!..OPE, VERtFY 'rW CONC WALK TO EXTEND 5' @ 1/4" ' I I (8) I ~~,~~~~ONT DOOR S!LL DETAIL -----------~ --------- 5/8" GYP. BOARD OVER-~ 2 1 /2" FURRING sruos CEILING (PER R.C.P.l J (WHERE OCCURS FER SHELL i I EXISTING / MASRY. I I" SHIM & I 10'-o" FIELD VERIFY SEALANT I $?-BOARD ADAPTER CAP TO I 1< MULLION )'----___L..--l .i MATCH STOREFRONT ti!,, EXl§r~ , 11 ; 1/4" VIS!ON GLASS TO MATCH ----t---,--_,Jlj :----- w EXISTING, TYP. ,-~~-~-- °" LJ 0.. OFFSET CONCEALED OVERHEAD Ii SELF-CLOSER W/ HOLD OPEN L DEV1CE TO 90A 1 PRE -FIN. ALUM. -----7, STOREFRON: FR AME I • 1~ TO MATCH EXISTING DRILL HOLE 7 /8~ ¢ FTG. ~~, ,-,~, S::'-r---+I__Js· # 4 BAR @ 32" 0/C. EPOXY GROUT 1N PLACE 18" Flt,;iSH FLOOR @ NE'# SLAB l i 2 'b -! " THIN STILE STOREFRONT (WEATHERSTRIP) DOOR TO MATCH EXISTING FOOTING ' ' i l l STOREFRONT DOOR & TRANSOM DETAIL SCALE: H /Z'= l'-0" 2 - 24" l Q I ' 1 I I #4 CCNT_j ' l ,, 1111 ,: " ~ ~ VIALL SHT'G. 1 i r--PER PL.A.N I Ji I I' I 'I ! I • I I CLR. TYP . I 5/8"s, TREADED ROD 8" M'N. EMBEDMENT CONT. P.T.D.F. .----SILL PLATE FINISH GRADE 1 -~I 'n!~ J ' 1'-0" I ,r FOOTING DETAIL SCALE: l. l /2"= 1'--0" .16862 PINATA DRIVE, SAN DIEGO. CA92128 ' PH. 858.755.5030, CELL 856.699.1017 C 0 ·-.. C > 0 C GJ ~ 0 N 0) <( 0 <( OJ (J) 0 -__J et: 0 <( _J LO 0 -tj- c.D REVISIONS: ' Sym. Description Date I -1 ·I I -I PROJ. NAME: I 6405 El i)Jmino Real Exterior Building Renovation I DATE: March 9, 2017 DRAWN BY: MR I STATUS: Permit Submittal Set I SCALE: PER DRAWING I SHEET No.: -4.0 . i I I I I -~--~\~-~-- i i ~ I -...___ __.-- • I i I I . I . I 1 -I I I ~-5/8" TYPE "X" GYP. BO. OVER 3}" MTL . STUD WALL tlk ~\I I IJ "-._/ 1 1 /PRff!N. MTL DOOR FRAME , J, , . d / HE.~DER BY DOOR t !k:::::,d ii·-.. ,. "'"' '°""a,'"'" -'i,-----~ l N• PREclN ELEVA TOR DOOR FR/\flE BY ELEVATOR CONTRACTOR COLOR BY I.D. CONT. 4"X6"Xfe;" ST. A!\GL£. SECURE T8 BIJ. W/ 4"X 5/8" LAG BOLT. I ! i ! I CONG. PATCrl INrlL -~ . ELEV. THRES~OLD @ SILL SAW-CUT & REMOVE -~-1 I y SUPPORT ANGLES EXISTING CONC. TOPPING TO , !,,. BY ELEV. CONTRACTOR PLACE ANGLE SUPPors ! j ,I,, 1 ,!,';'Iii.' , !!!ii !!!1 1 \!!1,' !¥' "'" 1!!!11 !i!'i ,!l\. =~!!!lmil :!!!1111,,;1, '!he!II P u------i .c:= . • '·. ~ ! 1 .•7 ;, -~, .... N/..! .; ·. EXi ST! NG STRJ CTJRE--===:_:::::;:::::: l~B' )"/8" "v" eve BD 1,V "'-• v A , ! , . (2 ~R. RATED WALL) GU!DERAiL SUPPORT BEYON:J ---J\.__---·' I 1/ i(~ I ;::~~~~R OPENING SILL @ 2nd FLOOR l:'--o' NI (Q) I ~I ·c I :>, Ps 0 u RAIL SUPPORT BY ELEVATOR f.1.Ai\UF. GUiDERAiL SUPPORT '\ BEYOND \ DOTTED l!NE INDICATES MTL. STJDS \ BEYOND TC ALiGN \V/ P!T EDGE E'...EVATOR SILL SUPPO~T BY ELEV. CONTRACTOR \ SUPPORT ANGl..E --~ SET FLUSH VI/ CCNC. \ I FiN. SURFACE--. \ 1 ~ =~'-----'. ~ -+--~-~ ~~Ui;,,J__\~--W-~ I • • ' : I> I ~-i ;°0 . , +~ /J /;.1 i ' 'i\ I ,:i ,. ~-· I i : . ,~,· .· I' 1 P.1 ~11 f i 3•_'.t,l' ,:1 () ~ '1 ~ 1,, . I +~ . Y,) I . i ri,c':zz::zzzz;---------j--t---t-t-~ I "' \NA :"E:~PROGFING ! \ 4 1 & PROTECTION ~-~i,~-'- BOARO PER SPECS. I I REFER TO STRUCT. FOR RAE .. --------------~~~~1J~--JL l BACKING, TYP. ® I :~y:;:,~R OPENING SILL @ 1 s1 FLOOR -------,--····-,---. --·-· ·-· --· ----- I \ l@f-;-c:-:-:;-_~-2,,~_10_0,,_R_P_L_A_N ___________ _ FIGURE 11B-40C-H0IS1W.AV AND ELEVATOR ENTRANCES )~iS c:r,C:RAM !llUSTf-'!;;7,C:S THE S?Er;;r,1c P.EQtJlRB~~NT~ Cf 7.".{ESE 'REGUi..AT:GNS M.ND lS lNTE.NDED ONLY AS ;,',.N A'O FDR G'.;!LDING DESIGN AND CONSTRUC-WN. lr~3 ,1 ELEVATOR SIGNAGE, LATERN & BUTIONS l\::v ---------- -· .Yi L .im" ' I I ·.w. : I .0~3 ' l i I ~ 11111),il\1"1,1 .tr ,4. '1 l 11'1"!1! h.L " y, 'l lm'I' :Kl ,:, m imr ,,o 10 ,lr-J -~ A'IIIU$1()1,1 !ill!rnl .i-.5 -------------------- .Ml. .Mt (T\ ( ~· / \ EXIST. EXIST. 2ND. FLR. / NEW CONC. SLAB ELEV. JACK SY El.EV. CONTRACTOR ' i !i 1 111 ii! " I , . II I I ii: I : , I ' I I 1! 11 I il.i • I I i iii ~11 ::1 ! '\ ~ ( J \ r--........;...\-"-A-~-. r, n--< .1 ~J J;1 ! : (4', / . 18= O:'. i ~ _Ji~ ~ 1'32 I >-- : Li.... r---i - N :O:: !W i> ·------·~~:~ , TOP OF_;:) EL\EVATOR PARAPET /~ ~ TOP.C5F~~~· ELEVATOR PARAPET lrii-------BLK'G. TYP. i ii i1 I I: I i SILL GUIDE & SUPPORT BY ELEV. CONTRACTOR ~~-~1 .Llt_· -~,;i~- T OP OF'·,;,· ELEVATOR PARAPET IFlt-----BLK'G. TYP. !; I! ( ,, I I ---~;..z·:z-., PUMP HOUSE PA~Pi~:::rr f, 1 ~ " i' l' f, =J....._ __ BLK'G. TYP. ~ C I ---------r-111r--ELEV. GUIDERAIL BY ii ELEV. CONTRACTOR 11 1! :! l__;__ll~~~-~---i---11:~r---oooR FRAME BY ELEV. CONTRACTOR ELEVATOR i lt===':I PIT l 1 l~u 7' -0" VERIFY W/ MANUF REQ'S • • METAL ACCESS LADDER PER ELEV MANUF ~-NEW CONG. SLAB CONTIRACTOR TO FIELD VERIFY SIZE PRIOR TO INSTALLATION OF ELEVATOR G) >-i :-c:-;,-~-~-:~-?_R_V_ER_T_IC_A_L_S_E_C_T_IO_N __ _ 16862 Pl NATA DRIVE. SAN DIEGO, CA 92128 PH. 858.755.5030, CELL: 858.699.1017 tn w u I tn -... -J ::, z :c 0 z C 0 0 ag: :c: w ts- Di:! I <t 0 w 'U V) • ~ ~ ::, C :c REVISIONS: C 0 lllllllll .. C > 0 C a, ~ C 01111111111111 " 111111111111111 ·-:, ~ .. 0 9111111111 vl 0 0 N vl <( u 0 -- w h <( 0:::: z Ii.ii!<( a, _J .. w ~~ Sym. Description Datei 1 · 1 £: I "I 'iL '-'-(_,._'>I ] I Ii I ' -I I I : I &: PROJ. NAME: 64()5 El Camino Real Exterior Buil<ling Renovoti,Jn , DATE: March 9, 2017 DRAWNBY: MR STATUS: Permit Submittal Set , SCALE: PER DRAWING . SHEET TITLE: ELEVATOR DETAILS SHEET No.: I A-5.0 1'-,L\SCl/\ SHEET METAL GAUGr APPENDIX A OR THICKNESS GUIDE SHEET Exterior Face Height Less then 3" 3" to 6" 6" to 8" 8" to 15" METAL GAUGES OR THICKNESSES FOR FASCIA (RECOMMENDED MINIMUMS) Coated or Stainless Steel Copper Galvanized Steel 24 GA. 24 GA. 16 oz. 24 GA. 24 GA. 16 oz. 24 GA. 24 GA. 20 oz. Add stiffening Add stiffening Add stiffening brakes or use brakes or use brakes or use two-piece fascia two-piece fascia two-piece fascia metal metal metal 1 1/2" MAX.~ 6~, t II GASKETED HIGH DOMED FASTENER (APPROX. 18" 0.C. DEPENDING ON WIND UPLIFT REQUIREMENTS ~~LI l-APPROX . ....j LW i'.,:' ~,.,'.,.,. 4" ' f} METAL I Aluminum .032" .040" .050" Add stiffening , brakes or use I two-piece fascia 1 metal I FASTEN AT APPROX. 6" O.C. STAGGERED FASCIA CAP EDGE GRAVEL STOP EDGE Notes- 1. Nail fasteners for cleats and flanges are recommended to be corrosion resistant, barbed, . annular ring or screw shank nails with length to achieve approximately 1 1 /2" penetrotiorj into wood nailer. i 2. Al! cleats should be continuous lengths no longer than 12 feet with 1/4" gap between pieces. Offset cleat joints from ioscia joints approximately 12" minimum. 3. Local conditions, design wind zone and building codes must be considered when selecting sheet metal gauge, profile and fastening schedule. Severe conditions may require more conservative design practices. MINIMUM GAUGES FOR Cl EATS Exterior Face Cleat Height Less than 3" Same gauge as fascia metai 3" to 6" One gauge heavier than fascia metal 6" to 8" One gouge heavier than fascia metal I 8" to 15" One gauge heavier I ' ' than , asc,a metal l L FASTEN NEAR LOWER BRAKE AT APPROX. 6" O.C. " . '\. 3¥ "'-APPROX. 1 1 /2" /"-PENETRATION CLEAT DRAINING PERIMETER EDGE " =================j1~~--3a /I SHEET METAL EDGE FLASHING (Prime Both Sides Of Horizontal Flange And Set In Bed Of Bituminous Roof Cement On Finished Roof Plies. Stagger Nail To Deck Or Wood Blocking At 3" O.C.) OPTIONAL, POLYMER MODIFIED SELF-ADHERING UNDERLAYMENT MEMBRANE (Wrap Over Perimeter Edge. If Used, Roof Cement May Be Omitted.) BUILT-UP ROOFING WOOD ROOF DECK WOOD NAILER FASCIA Notes: SURFACED FLASHING PLY 3/4" HEMMED DRIP EDGE CONTINUOUS CLEAT OR INDIVIDUAL CLIPS (F asi:en Low And Securely Engage Into Flashing Hem.) BASE SHEET (Extend Down Fascia A Minimum of 1 ".) 1. Dimensions shown ore recommended minimums and ore intended to be approximate to allow for reasonable tolerances due to field conditions. 2. A bitumen envelope is recommended with Type I or Type II asphalt, and coal-tor BUR membranes. 3. 4" minimum horizontal flanges ore recommended. If BUR is composed of more than three (3) plies, and/or where more than three (3) stripping plies are specified, a 4-6 inch horizontal flange dimension is suggested to accomodote sequential feathering application of stripping plies. 4. Continuous cleats are recommended when flashing face dimension exceeds 3 inches and in areas where Design Wind Zone is 70 mph or greater. 5. See index for gauge or thickness guide for sheet metal flashing. 6. Set metal on finished roof plies and strip-in before application of surfacing. 7. Top surfaced flashing ply is recommended ta be white or other light reffect;ng surface to minimize heat gain and thermal movement. i I Ii I i , I ' 2x6 STUDS @ 16" 0/C R-11 BATT INSULATION 1 /2" GYPBD . ..c------ VERTICALLY OR HORIZONTALLY NAILED WITH 6d COOLER OR PARKER NAILS @ 7" 0 /C WITH END JOINTS ON NAIUNG MEMBERS. STAGGER JOINTS ON EACH SIDE. 1" EXTERIOR STUCCO PLYWOOD MAY BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR OF WOOD FRAME ASSEMBLIES, PROVIDED THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROTECTION ARE INCREASED IN AN AMOUNT EQUAL TO THE THICKNESS OF THE PLYWOOD. IC~ f-:-~-~-l~_A_SLH_E E_E_T _M_E_TA_L_G_U_A_G_E _G_u_, D_E____ . i c~ 1 ~~~~:~: ROOF EDGE AT EXISTING BUILDING CD 1 ;.:Pl~~~ EXTERIOR WALL f--_..c=----'------------------~·------------------t--~--'---------------------------------.+---=====--...L _________________ ~·----------------; ------------------------------- OVERFLO\N · · =============! BUR-14 ii SCUPPFR FLASHING · SHEET METAL COPING SCUPPER FLANGE (Prime Both Sides Of Scupper Flanges. Set In Bed Of Bituminous Roof Cement, Over Finished Roofing Plies. Mechanically Attach As Required.) SLOPED TOP PARAPET WALL ( e.g. Bevel Cedar Siding, Nail Or Screw to Wood Nailer.) DBL. TOP PLATE PRESERVATIVE TREATED OPTIONAL CANT STRIP (Mechanically Attach Wood Cont --Preservative Treated Optional. If Fiber Cant, Set Cant Over Base Sheet In Hot Asphalt Or Bituminous Roof Cement.) I MEMBRANE WALL FLASHING (F asteh 6" 0.C. To Top O' Wall. Extend i Onto Roof Surface 4" Min. Beyonp Toe Of Cant Strip.) OPTIONAL: POLYURETHANE SEALANT AT MEMBRANE : EDGE -TO-SCUPPER i INTERSECTION (Apply After i Surface Sheet Is Installed.)! GRANULE-SURFACED CAPSHEET OR AS FINISHED SURFACED PLY OF MEMBRANE . WALL FLASHING 2" MIN. 2" MIN. \ i MIN. OF TWO (2) STRIPPING \L PLIES (Feather PHes Into Seu pper Throat And Onto I Field Plies.) WOOD ROOF DECK BASE SHEET (Mechanically Attach As Required.) BUILT-UP ROOFING (Extend Field plies, 2" Above Cant Strip Or As Option, · Feather Field Plies Above Cant.) Notes: 1. Dimensions shown are recommended m1nimums ond are intended to be approximate to allow for reasonable tolerances due to field conditions .. 2. Stripping plies extend into scupper throat. 3. Seal exterior of scupper at wall penetration. 4. See index for gauge or thickness guide for sheet metal flashing. MIN. 4" FLANGE, 6" PREFFERED, SURROUNDING SCUPPER OPENING. {All Joints Soldered SEALANT ALL AROUND (Tool Sealant To Finish) GRAVEL-STOP FLASHING 'i ,· 1 =============================i!BUR-2b1 JOINT COVFR STRIP HORIZONTAL FLASHING FLANGE (Prime Both Sides Of Horizontal Flange And Set In Bed Of Bituminous Roof Cement On Finished Roof Plies. Stagger Nail To Deck Or Wood Blocking At 3" O.C.) s· T T 0 3/4" MINIMUM ,o HEMMED DRIP EDGE~ Notes: 0 NAIL ALONG BACK EDGE AT 2" O.C. CLEAT OR CUPS BEHIND MINIMUM 1 (2 PREFERRED) CONTINUOUS BEAD OF BUTYL OR POLYURETHANE SEALANT (Install Under Joint-Cover Strip On Each Side Of Joint) 1. Dimensions shown are recommended minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. ,----------------------------------------~, LO\N VvOOD PARAPET ==============il1BUR~I VIALL FL/1.SHING . . SHEET METAL COPING AP,prox. SLOPED TOP PARAPET WALL 6 ' O.C. ( e.g. Bevel Cedar Siding, Nail \ Or Screw to Wood Nailer.) \ WOOD ROOF DECK Notes: MIN. WALL FLASHING MEMBRANE (Fasten To Top Of Wall At Approximately 5" O.C. Extend Onto Field Of Roof Approximately 4" Minimum Beyond Toe Of Conl) BUILT-UP ROOFING (Extend Field ~;:::::::,,,..-Plies 2" Above Cont Strip Or As ,.; Option, Feather Field Plies Above Cant.) BASE SHEET (Mechanically Attach As Required.) 1. This detail is intended to be used where wall heights are 24" or less above roof surface. 2. Dimensions shown are recommended minimums and ore intended to be approximate to allow for reasonable tolerances due to field conditions. 3. Attach top of membrane wall flashing approximately 6" O.C. 4. See index for gauge or thickness guide for sheet metal flashing. 2. Extend sealant up and over top of raised lip on horizontal flange. CONTINUOUS , MEMBRANE BASE WALL FLASHING (Extend 1" Min. Below Wood Nailer.) otherwise deformed shank nails. Where Design Wind Zone is 70 mph or higher, ring or annular shank nails are recommended. ~ ~ 16862 PINATA DRIVc. SAN DIEGO, CA 92128 PH. 858.755.5030. CELL: 858.699.1017 REVISIONS: Sym. Description PROJ.NAME: C 0 @1111111 • 0 > 0 C a, ag: 0 N <( n Date! 6405 8 Camino Real Exterior Buil<ling Renovation DATE: March 9, 2017 DRAWNBY: MR STATUS: Permit Submittal Set SCALE: PER DRAWING 3. Fasteners used to secure grovel-stop flashing flange are suggested to be barbed or ~CLEAT 4. See index for gauge or thickness guide for sheet meta! flashing. 1 . I, , ~ Note-, 5. Set metal on finished roof plies, or over a strip of polymer modified self-adhering I' MIN.' 3/ 4'.'_ -"'~-::,} 1 Extend Scupper 1" Minimum underlayment membrane, and strip-in before opplicotion of surfacing. II i',. RECOMMENDED RSHEOET TiTOLE: f I N GI J ( Beyond Exterior Wall Surfoc , And 6. Raised perimeter edges that can be roofed, base flashed and counterflashed with Tum Bottom Of Scupper T root perimeter coping or fascia cap metal are recommended in lieu of perimeter gravel-stop E O ;1-1,1 s Down To Form Drip Edge flashing. For examples of preferred raised perimeter details, see details BUR-4 EXT RI R \ ,tn DETAIL +-SCUPPEF:C EXTERIOR VIEW and BUR-7. I I ~ I f-l /~-6=-\.-1-sc-u P_P_E_R_F-LA_S_H-IN_G_A_T -PU_M_P _H_O_U_SE-RO_O_F---,--IIA\-::4=--,-1 _G_R_A_V-EL_S_T_O_P_F_lA_S_H_IN_G_&_J_O_I N_T_C_O_V_E_R--+-1 (2)-2--=----,/ =l~O~W~~W~O~O~D~~P_A-_R-A~P~E~T~F_L-A~S~H~IN~G~_D-_E-T~A~il-=---B !I u I I& NO SCALE ~ I NO SCALE ~ NO SCALE L' --------------------------------------'--_c:;=----'-------------------------------------~----~-----------------------------------'---"=----'---------------------------------~------------~ -------~----------·--·-- I --CD I ~ lO ,;-- I I I ' ,t~"\ . -c, /" i' .;.,.~, ,, ' I -- I 0 I I -~ ,-- I (4) 1 ~~'..L.~:~CG SECTION PARAPET HEIGHT .~ BUILDING SECTION PARAPET HEIGHT -----------------------------------··--·--------· I I A f.DJ I ' I ~! I ,,:, l " ~ ~ I 0 I ~ ,-- (~ r-~-c~-L!:L_1~-r:-~-.~-S_E_C_T_IO_N __ P_A_R_A_P_E_T _H_E_IG_HT ------------------- '.°Fl' "' ' I I I /~1 ii BUILDING SECTION PARAPET HEIGHT I~ I SCALE: J/2"cl'-Q'' ------------ I : ! 16862 PINATA. OR!\lE. SA~"' DlEC-0. ~92128 1 PH. 858.755.5030, CELL: 858.699.1017 I A:J.l:j':."-S.C-E:S\";14.~~TI.<.t..';;~ ~er-;,i~ OAA\'t:NG/J.?20,s,,~;;,M.?;.."E-:?.:c .., Cf';:;s;J."i)$X!..l.-:S A,'«)VlSEO/:&T.::l,:.0 F.:R ;.,.'Qi:,:,:::X~ ! ~THf"l°1$~.-~!::CR ~~~~~~; -~;:~~= ~':«.~~ c.':l.JC>.a~ IS Js"'.JT A~~ :f' t~ 'TI-:C?Jl:D R9'R':C~CTICN 15 ~OT P!:AA!l.SS$!..S C 0 REVISIONS: Sym. Description Date [ • ! ! • I . ] ! PROJ. NAME: 1 6405 El Camino Real Elterior Building ReliOvo\ion j DATE: April 5, 2017 ! DRAWN BY: MR I STATUS: Permit Submittal Set SCALE: PER DRAWING I SHEET TITLE: ELEVATO~ DETAIL.) SHEET No.: A-5. --------···-----