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HomeMy WebLinkAbout10179985_2205 E. SANTA CLARA - Plan (2)Planning & Building Agency .. 4 4 Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19)REVISION/SUPPLEMENTAL Santa Ana, CA 92702 (714) 647-5800 PLAN CHECK REQUEST www.santa-ana.org All#M#,5122.#-aw-'.-4/.'588:#-WiWiykES#'E#k//bf:2Nif.t&:biwm&2*ap#*1**1*4&04(•ig¢mb,%%*megmw:dO;&EQ;1*W&;r'PE<jv,el,VIR PCC-13 CBC 2013 SANTA-CIT¥ OF ANA PLU.\1.\6 & Bl ILDI.\6 Project Address: 22 057 62. 9 Ar-7» CLAR-* ' Suite# New Plan Check No./0/2066% Original Plan Check No../017 97% 3-Permit Issuance Date:le/ 38 /13 £ 1 Original Plan Checker:la-s OK ELUAL Amount paid: $Misc. Receipt #:PIA Processed by:Ik c.Date:1 / 1 -1 / M 1 1 Plan Checker Approval: 3, K.Date: , Additional Hours: .S.- @ $191.62 = $ ,f P, 8. i Print Name: /40€- WAZ442:Gr Signature: Representing: A9%9/fO 0>35/GPV 6PfU/ Telephone: 9 2.0-4- 96 63 FAX: ( ) Contact Person: Telephone: C ) E-Mail (Strongly Recommended): #/0//963€4g:5/2 /360) 24 COX. 0©74 PLANS PREPARED BY AN ARCHITECT OR ENGINEER MUST BE SIGNED BY THE PROFESSIONAL WHO PREPARES THEM. PLEASE WRITE A BRIEF DESCRIPTION OF THE REVISION/SUPPLEMENT AND IF POSSIBLE AREA OF WORK. ALL REVISIONS ARE TO BE CLOUDED AND PROPERLY IDENTIFIED: (i.e. Deltas, Sheet Numbers, etc.). Electrical, Plumbing and/or Mechanical plans - stamped job set shall accompany revised plans. 1, REVIst HANDRAIL CONNECT/oM TD Acion?/ADDATE TH& FIEL/3 Cb/V®NS 9-, 1*V/98 69#JoR:reN) TI+D /+ANDRAIL LENGTH *T 77+5 %7'NIA DE RTAIR- 14ANDRAIL RE/VIDDEL 75 1*DUCE ENc/WreP,MENT /NTo INALK WAV AT 58 OP pdA MDDIFIED 6-STAIRS PCC-13 Rev. 06-24-2013 White-Plan Check Yellow-Applicant i f-79 /ZE,1/.C Trp. r''- reve,41'c6 1-1/2" -1-1/4"xl" CONTINUOUS ALUM Z.,741.11»W $,) 1 CHANNEL W/ SILICON GASKET @ TOP & BOTTOM 1:*wl - 1/4" TEMPERED GLASS -CLEAR V V 42" TO NOSING 36" TO NOSING /VvvvVVVvvv 'vvvv ki- 7 11 GA. GALV STL. HANDRAIL 1 BRACKET W/ POWDER COAT FINISH 3/8" DIA. POWDER COATFINISH CARRIAGE BOLT THRU STL. POST W/ NUT & LOCK WASHER -PROVIDE NEOPRENE GASKETS@ EA. i END. - PAINTED ALUM POST COVER -SEE PLAN DETAIL - HSS 1-1/2"xl-1/2"x3/16" STL. POST @ 640"0.C, MAX, -WELD TO BASE PLATE 1-1/4" DIA, STL PIPE HANDRAIL -WELD TO STL. HANDRAIL SUPPORT 5 -JAN. 31,20/hs)1 FD1 RENEWAL / «#HANDRAIL @ POST W·D·G WALLACE DESIGN GROUP 30100 TOWN CENTER DR anTE 0304 LAaMA NIan. CA 92677 949/ 246368 NEW ADDITION & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE. SANTA ANA, CA GUARD RAI L JOBNa13-0619 FD-1 10 OCT 208 SHT 5 OF 6 16 OCT 2013 12 FEBX)14 C#Ty OF RA arr NOTES: .n 1.2"DIA HANDRAIL -EXTEND 12" r- PAINTED ALUM POST COVE REMOVE EXISTING MTL. POST /AROUND CORNER @ TOP STEP -SEE PLAN DETAILGUARDRAIL AND STAIR HAND RAILS & REPLACE WITH NEW /r 1.2"DIA HANDRAIL -EXTEND 12" F-1/4" TEMP'D GLASS SET IF TEMPERED GLASS RAILING / BEYOND TOP STEP , / \ALUM CHANNEL @ ALL SYSTEM. EXISTING STAIR & --4 EDGES.DECK TO REMAIN. ka CrrY/OF Sy©TA ANA =r 11 11 FED ARCi, r,7. - C-15704 j *11 KJAN.3¥2»16- hdI * RENEWAL /*6 %,42&2 /EXISTING CONC. STAIR 2 TREADS W/ STL. STRINGER 6 FRAMING. -PAINT ALL STL. 1 1/4" TEMPERED GLASS -1 PANEL SET IN ALUM CHANNEL @ ALL EDGES. NEW ALUM POST COVERS O/ STL. FRAME -WELD TO STRINGER NOTE: TYPICAL-STAIRHANDRAIL/ > GUARDRAIL SYSTEM @ BUILDINGS , 2207 2209 2237 & 2241. 16-2ND FLOOR UNITS TOTAL LA A A.AA A A A A A r/*. 4 £ 2 FD1 111 11 11 11 111 11-011 /11-OIl 61-011 .al I 3, 11 124 / 5 ) r-1.2" DIA. HANDRAIL W/ 1 BASEPLATE CONNECTION I TO EXISTING CONC. SLAB 1 -EXTEND BEYOND BOTTOM TREAD NOSING. , 1'-11" , / ILl«\ 37// REPLACE FRONT DECK GUARDRAIL & STAIR HANDRAIL/GURARDRAIL W/ POST & TEMPERED GLASS PANEL SYSTEM @ BUILDINGS: 2205 2211 2213 2239 2207 2225 2235 2241 A220922272237 GUARDRAIL & STAIR 429 ELEVATION 11 11 11 11 11 11 11 11 11 il 11 0111 11 11 FD1 11 11 11 r W·D·G WALLACE DESIGN GROUP 30100 TOWN CENTER DRL SUITE O·304 1Aa,NA MOLE. CA 9207 949/3*3603 NEW ADDInON & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE, SANTA ANA CA GUARD RAI L JOBNa13-0619 FD-1 10 OCT 208 9{r 1 OF 6 16 OCT ZOO 12 HB 2014 NOTES: /-1.2"DIA HANDRAIL -EXTEND 12" r- PAINTED ALUM POST COVE REMOVE EXISTING MTL. POST /AROUND CORNER @ TOP STEP -SEE PLAN DETAIL GUARDRAIL AND STAIR HAND RAILS & REPLACE WITH NEW /r 1.2"DIA HANDRAIL -EXTEND 12" r-1/4" TEMP'D GLASS SET IF TEMPERED GLASS RAILING / BEYOND TOP STEP . / \ALUM CHANNEL @ ALL SYSTEM, EXISTING STAIR & /4 EDGES.DECK TO REMAIN. C 61-011 I * CitY- 0254MT 2 11A Ak k 1 rih 11 lull l/ 11 l 11 11 11 11 11 11 It:4Ill11 \4fjAN. 31,1510 3 11 f RENEWAL ,/»,0 /\2*11, 11 ll, 11 11 11 1 .1 1, I --1" DIA. HANDRAIL W/ WE [ CONNECTION TO EXISTING L STL. STRINGER -EXTEND L BEYOND BOTTOM TREAD F NosING 6" @ RESTRICTED WALKWAY CLEARANCE CONDITIONS AS LISTED. 611 EXISTING CONC. STAIR 2 TREADS W/ STL, STRINGER &f /ktFRAMING. -PAINT ALL STL. / ODU 1- \991 J v v v v v v v v v v v v 4/ v v v v v v N- 1/4" TEMPERED GLASS )/NOTE: MODIFIED STAIR HANDRAIL/GUARDRAIL SYSTEM @ < PANEL SET IN ALUM />BUILDINGS: 2205, 2211 2213, 2225, 2227,2235, & 2239 2ND CHANNEL @ ALL EDGES. /f FLOOR 20-UNITS TOTAL. MODIFICATION REQUIRED DUE TO < j/' ( LIMITED CLEARANCES AT EXISTING CONC. WALK/LANDING < NEW ALUM POST COVERS 0/ (AT BASE OF STAIRS, 5/2 30*Pl FoR 9-re -*< STL. FRAME -WELD TO ,(Al,0$9/18\ / STRINGER GUARD RAIL & STAIR RP ELEVATION W.D.G WALLACE DESIGN GROUP 30,00 TOWN CENTER DR. SUITE 0304 LACU,A I«1E1. CA 9297 949/3463683 NEW ADDITION & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE, SANTA ANA, CA GUARD RAI L JOB Na13-0619 FD.1 10 OCT 2013 9{r 60FG 16 OCT 200 12 182014 . 11 11 11 11 TRANSFO j., XI (TYP) - 34' 2230 GG'2 STORY APARTMENTS Gt eks' 1 E .....23 UJ .... 28' 4 • It 0'· i tA 22H -AREA LIGHT(TYP) 11, 1 1 . .1111111. 2205 STAIRS 2211 & 2213 STAIRS 0 F. N SiNal•Ilhl 1, N Ve'V ' ,-SIDEWALK / (TYP) 2235 28.St . APARTMENT*_ X -- -LELU:!11'Q - METER- 2235 STAIR 34' 30' 2239 SING2227 STAIRS CIT,9 0 57 e 0 3.17f·. a,M 1-W 2 iB Id; 11 LL :, . : 1 2, 0* '#2% C-15704 ..r*11 :11 & iRk JAN. 31,2DI'5 9 ' EUCTRIC 2RENEWAL / «/ 4 METER --b-225/ (*70,c4 + fAVNG$TAI R EXISTING STAIR LANDINGS -LIMITED 42" WIDE WALK/LANDING W·D·G WALLACE DESIGN GROUP 30,00 Toww aNTE 0, SUITE 0304 1Aa;NA MORE. CA me, -/ 36368 NEW ADDmON & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE. SANTA ANA, CA GUARD RAI L JOB Na13-0619 FD-1 10 OCT 208 DI 7 OF 6 16 OCT 2013 U FIB 2014 -'IN 1 - 1-1/4"xl" CONTINUOUS ALUM CHANNEL W/ SILICON GASKET @ TOP & BOTTOM - 1/4" TEMPERED GLASS -CLEAR131:· - PAINTED ALUM POST COVER -SEE PLAN DETAIL- - HSS 1-1/2"xl-1/2"x3/16" POST - --=- @ 640"0.C. MAX. -WELD TO 2/BASE PLATE - COVER PLATE -SET IN SEALANT LDIOO r • vi,r---. / %11 C-15704 (( JAN. 31,*'-/0* RENEWAL . t>/ OP CAL\+CHTY - 4- 3/8"x4" LONG STAINESS STL. LAG BOLT @ BASE PLATE - 4"x4"x3/16" BASE PLATE WELD TO HSS TUBE STL. PATCH OF "PEEL & STICK" MODIFIED BITUMEN WATERPROOF FLASHING, TRIM @ EDGE OF BASE PLATE. PROVIDE CONTINUOUS POYURATHANE SEALANT ALONG EDGES. A-/%--/LA-A--/*-4.-6.-A_A-A-A.A.A.-A-A-/LA-/L/-' - EXISTING PLYWD DECK SHTG.& BEAM yTA ANA 02 fl RA (FD1. OF SAI 1-1 W·D·G WALLACE DESIGN GROUP 30100 TOWN CENTER Dll. SurrE O,04 NEW ADDmON & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE, SANTA ANA, CA Cl JARD R All Joella 13-0619 4. .V- - k NORTH NNV JOB:LATITUDE \1 N -,1 / N <iN D E R S O; N STRUCTURAL ENGINEERING 24632 SAN JUAN AVE # 240 DANA POINT, CA 949 470 2323 JOB #:1000 by:CA DATF· 1 /23/14 ITEM:POST BASE S1 SHEET# CUT GLB FLOOR BEAM RAIL POST - - POST ATTACHMENT F- EXISTING 2X1 2 0 16 , 79-\ADD 4X10 BLOCK AT POST 1 42 # - 2- 1/4» X 4 1/2" SDS SCREWS EACH END EACH SIDE. L* PLAT AT 4X10 BLOCK CITY OF SANTA ANA REVISED - 9.. NDERSO+ /nr ?.. U c (64'1 >. f , l EZSe AN 1 f• 7% ..2 E >?62,9·9'··g/6, 3-; -: . 7,0.,MN 'd 7: j j. 1 Our.::%.-2/ »,4 -- '<5. /3 OFC;.1 'r./ ' NOTES:r- 1.2"DIA HANDRAIL -EXTEND 12" r PAINTED ALUM POST COVE REMOVE EXISTING MTL. POST /AROUND,CORNE·Rn@:FOR:$1EPA---*-SEEPe*lifbET*13:1GUARDRAIL AND STAIR HAND ,24493;V:: ': -' '#' I. c r , .-I T RLATC.GWTTHAIE:/ / f 1.2"DIA ICARCRill- EXTEND 12" , 1,4" TCI,IP'0-91!*92 - -T ITEMPERED GLASS RAILING BEYOND liGIERSirelnfF B-@SUNE[di¢XAO-yaRG@, - 1 FOGFSDECK TO REMAIN, ( i MFh LAADING2 FD1 g st 1 PERMIT# 4 --- 1-0», )1-011,1/611¢11 0 *1 .OW. Urlwe 1 - - CONSTR. TYP E 6.-0--*.--0 1--1.--'*I Jr'r c==1:K"CODE EDI-rIC N |1f=11 11 11CHITECTULAL STRUCTURAF FLOOD ZONE -'D Py-CCEPTED Fib CONSTRUCTI FLOOD ZONE CEK U F. REQ:D ES NO11 11 11 . '. 4 ;iT'R AIM: men,1,% MN 1 1¥I -in,2 1.-.i'.1 'i) i..' -.11 1 VES NO ..CLENTRICAL, PLUM! fi ib & MECHANLCAt]ANS Tri#set of plans and spell ,lions must Dekept.,1[1]-4* ,---RADIMEL9 * YES NO ..lf b«r. VES NO:t 1 9 00,1.3 ami ii is u: 11 6.11 2 9.:L ' 5-5:; ./'ations on sams wit[ 0 1 ;iritten A;miscint 11 H ulf :1SIDE 4- :;g' of Santa Ana. /-./.-r- 1.2" DI€AAN20:lw/11 | l| 1 BASEPEATE toNNECTION ,;-3 acceptance of thio p'11- --tr,e.lf:emoinns SU, '1 NOT 1 To EXISTIN@CONC. SLAB co bild to parmit nor be 1 1 [iprot'd of the viola*11-any -EXTEND BEYOND BOTTOM 4 0·'isions of ANY City Or,y .· L.2.2 12.-7. ' ll TREAD NOSING. 2 Accepted By AL nmt>£&4- 1 . ' 1'-11" , U CITY OF SANTA AN 1 - Dy", Issuer'PC. /*144 43 --EXISTING CONG. 5 I AlK - .TREADS W/ STL. STRINGER 6 /1C-FRAMING. -PAINT ALL STL. Dnr 01- 1*225 1 6 11 11 e::=11 hill- 1 /RUPLAce FRoNT VE*¥-G·UAAtu STUR 1/4" TEMPERED GLASS /t\ANDFAI 1,-/04*29#All- V5/ PoeT 1 -Tu/WremE* PANEL SET IN ALUM /GLASe PANEL SYST*M £ BLDGS: CHANNEL @ ALL EDGES.€209- 221 4 2¢60 '22 994207 2229 2239 ¢ 24 1 1109 1227 2237 rin GUARDRAIL & STAIR 491/ ELEVATION 2 T. COVERS O/ LD TO \ RENEWAL ./.»# * /9 l The a be be 11 ELE¢ 11 H lat all1107€ WALLACE DESIGN GROUP 30100 TOWN CEN,IR DR. SUITE 0304 Wal,A lia,El. CA 90677 949/ 3163603 NEW ADDITION & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE, SANTA ANA, CA GUARD RAI L JOB Na.13-0619 FD-1 10 ocr 200 9{T l OF 5 16 OCT 2013 - 1-1/4"*1" CONTINUOUS ALUM CHANNEL W/ SILICON117-1 GASKET @ TOP & BOTTOM LDIOO - 1/4" TEMPERED GLASS -CLEAR - PAINTED ALUM POST COVER -SEE PLAN DETAIL - HSS 1-1/2"xl-1/2"x3/16" POST @ 6'-0"0.C. MAX. -WELD TO BASE PLATE - 4- 3/8"x4" LONG STAINESS STL. LAG BOLT @ BASE PLATE - 4"*4"x3/16" BASE PLATE WELD TO HSS TUBE STL. POST -SET BASE PLATE ON 12"X12" PATCH OF "PEEL & STICK" MODIFIED BITUMEN WATERPROOF FLASHING L EXISTING PLYWD DECK SHTG. & BEAM '01£ 4 N. 31 RENEWAL / 2<OF-CALf W·D·G NEW ADDITION & REMODEL FOR: WALLACE HEARTHSTONE APARTMENTS DESIGN GROUP 2243 EAST SANTA CLARA AVE, SANTA ANA, CA 30100 TOWN CENTER DR. SUITE 0304 IACUNA NOU,6 CA 92677 GUARD RAIL 949/ 2463603 46) JOB Na13-0619 FD-1 10 OCT 208 Sift 2 OF 5 16 OCT 20O P 02# :9&.53 3% 98/ 2' . 1 ,1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES UNLESS NOTED: WIDE FLANGE ASTM A992 W GR 50 PLATES ASTM A36 TUBES ASTM A5O0-GRADE B PIPE COLUMNS ASTM A53-GRADE B MACHINE BOLTS ASTM A307 2. WELDING ELECTRODES SHALL CONFORM TO 270XX. 3. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS UNDER THE SUPERVISION OF A SPECIAL INSPECTOR OR IN A SHOP OF AN APPROVED FABRICATOR. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APRROVAL. 4. STEEL FABRICATOR SHALL SUBMIT HOP DRAWING TO THE ARCHITECT PRIOR TO FABRICATION, 5. STEEL SHALL BE FABRICATED IN A ICC APPROVED SHOP. - 1/4" TEMPERED GLASS -CLEAR »13 F- 1-1/4"xl" CONTINUOUS ALUM CHANNEL W/ SILICON GASKET INTEGRAL IN ALUM POST COVER -PAINTED ALUM POST COVER -SEE SECTION DETAIL 1-1/2"xl" STL. CHANNEL POST @ 640"0.C MAX. -WELD TO BASE PLATE - 4- 3/8"x4" LONG STAINLESS STL. LAG BOLT @ BASE PLATE 4"x4" BASE PLATE WELD TO 1-1/2"xl" STL CHANNEL POST -SET BASE PLATE ON 12"X12" PATCH OF "PEEL & STICK" MODIFIED BITUMEN WATERPROOF FLASHING EXISTING DECK 2515774 -1-:11 2AN. 31. tot,9)21 GUARDRAIL -PLAN gRENEWAL j .j W¥G NEW ADDITION & REMODEL FOR: WALLACE HEARTHSTONE APARTMENTS DESIGN GROUP 2243 EAST SANTA CLARA AVE. SANTA ANA, CA 13-0619 FD-1JOBNO 30100 TOWN aNIE De. SUITE 0304 LAG,MA ,«le. CA 92617 GUARD RAI L 10 OCT 2013 SHT 3 OF 5 949/ 243683 16 OCT 208 0 1 3-1/ 4. 6:22 #4 1: MEI 4"MAX, Dll EXISTING CONCRETE *STAIR TREAD 0 . 1 6 4 -1/4\TEMPERED GLASS .1 RAILING PANEL SET IN CONT.1 1 ALUM CHANNEL - PAINTED ALUM POST COVER -SEE PLAN DETAIL U,jijrrff x % - 1-1/2"xl-1/2"x3/16" STL. POST @ 41-0"0,C, MAX. -WELD TO% STL OUTRIGGER CHANNEL,4 1 4 - EXISTING STAIR STRINGER % - HSS 1-1/2"xl-1/2"*3/16" TUBE 4 STEEL OUTRIGGER WELDED TO EXISTING STRINGER & A NEW HSS 1-1/2"xl-1/2"x3/16" 1 STL. POST. -PAINT. i _b N 3/16"N 3/lei r© C FD1 jWN09 POST@STAR STRINGER- RENEWAL / 4// W·D·G NEW ADDITION & REMODEL FOR: WALLACE HEARTHSTONE APARTMENTS DESIGN GROUP 2243 EAST SANTA CLARA AVE, SANTA ANA CA 13-0619 FD-1JOBNa 30100 TOWN CENTER DR- SUITE O,304 IAW,u Ma,El. CA 92677 GUARD RAIL 10 OCT 208 SHT 4OFS 949/ 2463603 16 OCT 200 52 25 2 * 021$:Pef 6% 0. 1 1-1/2" , 6 IM.al - 1-1/4"xl" CONTINUOUS ALUM CHANNEL W/ SILICON GASKET @ TOP & BOTTOM - 1/4" TEMPERED GLASS -CLEAR PAINTED ALUM POST COVER -SEE PLAN DETAIL L HSS 1-1/2"xl-1/2"x</16" STL. POST @ 640"0.C. MAX. -WELD TO BASE PLATE L 1-1/4" DIA. STL PIPE HANDRAIL ATTACHED TO POST SUPPORTS. HANDRAIL @ POST RENEWAL / WrEF-G WALLACE DESIGN GROUP 30100 TOWN CENTER DR. SUITE 0304 LAGUNA I«CUEt. CA 92677 949/246368 NEW ADDITION & REMODEL FOR: HEARTHSTONE APARTMENTS 2243 EAST SANTA CLARA AVE, SANTA ANA, CA GUARD RAI L 12; 1(FD17 00 NOR™ j joe Na13-0619 FD-1 10 OCT 2013 SHT 5 OF 5 16 OCT 2013 . D CD Z CD 0 Z 0 / E WAL, 1 It V 36" TO NOSING 1 1 -1 .......: .......2.1-:...3 <..fai.,1.2 .1,3-49:; 01.-,§·:45·> rte**1· -:j'*'- :i\I kit'Y;}:3.9-i ;r 94·:,st _ _ -I' I ./. 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'4,1 4 i #14<&64*WK.A ' 7*4-22•'72/lii jilip'.Aptpfaffulzcillillillili25*fradss*3121#446 1, 44*#4<.43,1'*-54114*47,114*910*7.454.ift/.A,EB{j.fi[.R / # Clf?'i,b .4,i;(232%441 44-41©A E,- w i"- 1 6 ,4 >*1'Ff*wri'.21 4.47,5 3,0 -1 , ¥l #:4, ,'%4442.&gfig 994 · 2 · f 471 7 ?4 >,thi il#:2 ,*.41 2=..-ti' r * , '' '4 bIL , 4 ' 2 44 : 4{3&*,M 1, lt.-4127.*1 -"4 Yat·* f A 11 1- wwm.renceseciairies..corn Revolution Glass Wall System >-PWA; CAR 2 .4, /r ./A\\ 7/--1 CAST ALL//NUM ./.1 -POST CAP grAN> 0/ 11- '402 Pest U. 72* WAX•- 11 :-0- A- POW.$ 2-Ch; 02™L 2-..43*-4242&,24;r CLASS - 01 :/2 *PEREC '-ASS 1,=* 36 OR € S™<Ck.?3 -ASHY TEMPERED GLA55 [1/4- OR 3/84) ac.·: _.n. ./WAU. Detail 2 cor», W.- ....O 'TA ZEEW:;:° \STEEL 5-1.2-ON Ew['CC t.' V.N. Detail 1 Excellent application for view properties with sound deadening qualities. Round posts and framework No aluminum to concrete contact, eliminating aluminum corrosion. All extrior framework is aluminum with custom powder-coated available. Heavy gauge galvanized and powder-coated interior concealed support posts (Stronger than aluminum and will not corrode). No core drilling. No rubber seals that eventually rot. Engineered to meet or exceed all building codes. GENERAL PRODUCT INFORMATION: MAINTENANCE 1) Glass - Always hose down glass before clean- ing. This allows the force of the water to remove grit and other abrasive partides that may damage the glass. When cleaning glass, always use squeegees and Windex, or its equiva- tent. Avoid using any doth or towel that may have a rough or abrasive texture 2) Framework - The aluminum framework should be wiped down with a soft cloth using prod- ucts such as index, Simple Green or their equiva- tent. Should scratches occur on the alumi-num framework, use a polyurethane paint for touch up. Fence Specialties /nc. uses the highest quality tempered glass for all its clear-view Glass Wall System installations. Each in- dividual piece of glass has an imprinte stamp certifying that is has been tem- pered to meet all local and federal specifi- cations. Tempered glass has the same qualities in home and commercial construction and is impact and shatter resistant. It is still pos- sible under certain circumstances such as direct blows, excessive force, etc. that this product can be broken. SEALS Due to the early deterioration of rubber seals such as cracking: splitting and rotting, Fence Specialties Inc. does not use this product in its installations. We have designed a pre- formed heavy duty vinyl wall insert for our glass panel to aluminum framework attach- ments, this eliminates the need for replacing rubber seals every 5-6 years. POST AND FRAM EWORK: Fence Specialties Inc. is the only Glass Wall manufacturer that does not install aluminum posts directly into concrete. This application will cause corrosion and posts will eventu- ally need to be replaced. Fence Specialties Inc. uses a custom designed double-roll fonned galvanized steel stanchions for con- crete contact and inner framework Once these stanchions are installed, our custom- designed (round or square) powder-coated aluminum posts slide over the steel stan- chions, allowing a nice snug fit an no con- crete contact. The added strength of Fence Specialties Inc's galvanized: double formed steel stanchions far exceeds that of alumi- num and ads to the integrity of the wall. WARRANTIES chalking. (See maintenance instructions.) All vinyl st ation. (See maintenance instluctions.) *Areas of Concern that Void Warranties It is imperative on a]I ground installations that earth to-ground contact is avoided at all times. If not, this will lead to early deterioration and will void the war- ranty. Do not attach or grow vines or shrubs next to or on your Glass Wall. Always try to maintain and 8'-12" dearance. If not, this will lead to early deterio- ration and void the warranty. Never use any type of mechanical edger or weed whip near your Glass Wall. If you do, it will penetrate the coating. It will also lead to early deterioration and void the warranty. On any Glass Wall (be it wall or ground installation), do not allow irrigation systems to overspray walls. This will lead to eally deterioration and void the warranty. Wh all the unique designs associated with Fence Specialties Inc. clear-view fencing, we are able to provide the very best Glass Wall. By following the above instructions, your Glass Wall will look new for years to come -year wananty agains cking, peeling and discolor- All powder-coated exterior framework carries a 5-year warranty against crad<ing: fading, peeling, chipping, hazing and ex- cessive chalking. (See maintenance instructions.) All glass components carg a 5 yearwarranty against discoloration and LM»i SKY WHITE GLOSS 4 1 OYSTER WHITE GLOSS FOREST GREEN GLOSS f ;-1 AGATE GRAY GLOSS BLACK MAI IE . ./2 - Al.& . . BEIGE GRAY GLOSS BRONZE MATTE . . ...:R* · . t.;. 'jr . 4, 3 3 .. t/6. !19 lallam st · -=--808UNd@FAU. Suit,100 - - '1'lirfir,r,TOnf St]"9-5-r-•-,--0*20*ae,C*92054«2700MMMIdDE582%- 0916-4831*981-7--777-7408 -995:5294-1-r 1 I ' 4 6 i 1 7/.7403 #48/,15-IlkL= 1.72* J ./f Ally -v,:--r. 4 17 1, -\ .. d 9 79 fl. *I 1 5 7r,7 4 4 * -- '94 54 #" 2 1 .0 1 J I ,1-111.1 . .1 1 4 ' .4.-, f ./ 1 0 „al T. 1 4.-: i.·3:6'=. Ul. 41 -0 .,m:j R. :f 742_ 471. i V 1 . Aw' \ 2 i 17171 Fr j11, f. z. j•. -f www.Tencespeciairies.com U.L. Revolution Glass Wall System I. I»=cs' c.= 32-4 --, 6-- 44 r\»..4\%.4#3 <- 72* WALV,!11 4 POST ./.ING \ 2*5; A....61 /057 C.P mCHWA_ P05T *U JOST 572. -ST«>a tr 'NS©E POS; W:•. Co:.·CREZE COS- buse 7 11 2.%44. DETAIL 4%1345. 1 / 4 C-/u :AU S.'CK. ..SIT 50/2,1 941 E* CA •8- :::to*kt..2 1%40-401»1 4 32 242 '.g N.C-1 Excellent application for view properties with sound deadening qualities. · Round posts and framework o No aluminum to concrete contact, eliminating aluminum corrosion. • All extrior framework is aluminum with custom powder-coated available. • Heavy gauge galvanized and powder-coated interior concealed support posts (Stronger than aluminum and will not corrode). • No core drilling. • No rubber seals that eventually rot. · Engineered to meet or exceed all building codes. D mle« I J LE-In 57"C• ON E....0 2 I : TEIPERED GL•55 4,/4- OR 3/81 Detail 2 Detail 1 GENERAL PRODUCT INFORMATION: MAINTENANCE 1) Glass- Always hose down glass before clean- ing. This allows the force of the water to remove grit and other abrasive particles that may damage the glass. When cleaning glass, always use squeegees and Windex, or its equiva- lent. Avoid using any doth or towel that may have a rough or abrasive texture. 2) Framework - The aluminum framework should be wiped down with a soft cloth using prod- ucts such as index, Simple Green or their equiva- tent. Should scratches occur on the alumi-num framework, use a polyurethane paint for touch up. GLASS Fence Specia#ies Mc. uses the highest quality tempered glass for all its clear-view Glass Wall System installations. Each in- dividual piece of glass has an imprinte stamp certifying that is has been tem- pered to meet all local and federal specifi- cations. Tempered glass has the same qualities in home and commercial construction and is impact and shatter resistant. It is still pos- sible under certain circumstances such as direct blows, excessive force, etc. that this product can be broken. SEALS Due to the early deterioration of rubber seals such as cracking, splitting and rotting, Fence Specialties Inc. does not use this product in its installations We have designed a pre- formed heavy duty vinyl \Na\\insert for our glass panel to aluminum framework attach- ments; this eliminates the need fo replacing rubber seals every 5-6 years. POST AND FRAMEWORK: Fence Specialties Inc. is the only Glass Wall manufacturer that does not install aluminum posts directly into concrete. This application will cause corrosion and posts will eventu- ally need to be replaced. Fence Specialties Inc. uses a custom designed double-roll forrned galvanized steel stanchions for con- crete contact and inner framework Once these stanchions are installed, our custom- designed (round or square) powder-coated aluminum posts slide over the steel stan- chions, allowing a nice snug fit an no con- crete contact. The added strength of Fence Specialties Inc's galvanized, double formed steel stanchions far exceeds that of alumi- num and ads to the integrity of the wail. WARRANTIES ation. (See maintenance instluctions.) *Areas of Concern that Void Warranties It is imperative on all ground installations that earth to·ground contact is avoided at all times. If not, this will lead to early deterioration and will void the war- ranty. Do not attach or grow vines or shrubs next to or on your Glass Wall. Always try to maintain and 8: 12" clearance. If not, this will lead to early deterio- ration and void the warranty. Never use any type of mechanical edger or weed whip near your Glass Wall. If you do, it will penetrate the coating. It will also lead to early deterioration and void the warranty. On any Glass Wall (be it wall or ground installation), do not allow irrigation systems to overspray walls. This will lead to eally deterioration and void the warranty. Wih all the unique designs associated with Fence Specialties Inc. dear-view fencing we are able to provide the very best Glass Wall. By following the above instructionsi your Glass Wall will look new for years to come. Att powder-coated exterior framework carries a 5-year warranty against cracking: fading, peeting, chipping hazing and ex- cessive chalking. (See mainternance instructions.) All glass components carry a 5·year wartanty against discoloration and chalking. (See maintenance instructions.) All viny! seals cany a 5-year warranty against cracking, peeling and discolor- 41 7 .f f 19.93 L SKY WHITE GLOSS OYSTER WHITE GLOSS S FOREST GREEN GLOSS .2. + ' AGATE GRAY GLOSS / Ir- I . -2 li , 11 BLACk MAI I k *F . 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"-- 4 i 11 ' i a 1 4:9>-*mir.?31'RE 4, •19 ;p,5 - if' '--•' 1 :iM€J'.19*J 40. f.:21 1 5,24&Wal WEA 2 9,4 - .:. ti,w il 81.4 4'.. ·A,·6 .4/66 .3 ' 4 1,42,4i -22'645'6511·_. i494 A I . toi t $ I. '. I.,2 . C EN: I ··<1, ·.$691· · 1 . u.*.(·*fl'li·1iN;·i™ ' ·'' '""·¥f•'-Wmet.>l,Krn¢ · 113,$.t./ I. I 169 , F E- . . I . 1 .6 1 1 ; '11/2127 1.0 1,5 1 i, ¥2*IVA*0•,pr·42. 1111 1 0/%:F,Vis%/.. /. ..'. 42.«,t '"2 1 46·2(17,.tr.'.·41*Xy· i;*1 4794 11 ! i i i f I j /1 i 114 f#J-/'V._·i*https:Umaps.laogle.coin/,rlaps?hl-en.8 i) - 8 2(5 )< Pel HeliotropeGot,gle-a., :022136 Heliotrope Dr,.. x | File Edit View Favorite& This Help FactCheckorg A Proje-, D... 100 Movie Tickets & Movie Ti... / Verizon MyVerizon 2,0 V... *] Suggested Sites - B Amazon.com - Online Sh... *<J Get more Add-ors - Breaking News and Opint_ L. News v ·iaA·41?*, 45#F%39*f? _ - 0 . '*I;mt=211 - 1,4==11:li.Fil-•imrailial,arum,El-Al?mm=m --i-1-awd- -275. Google 2136 Heliotrope Dr, Santa Ana, CA v O% abarton131@gmail.corn . Li ./1 4 4 OF 0 Pt 4. 5 4 4 1.4 0 -t r U "C QU ID «.6 Map I.Traffic '51' f: 4 ... Edit In Gooole Map Maker Report a problem , e 0 1* dD (6 2= --[LE tkof-6 .OLD APPROVED PLANNING DIVISION L cone F- 1 , --2·!N tr C.#20 &42> g Z i €4 2 1 -4 2 0 Kitcnen '0*02 0-85; Olooo r-,bj- i C /1« Al*42-1 MUNE ' J k FOR F.' Sdrt- TER·Al·o>·?S. rEMS C.. 119,.ID .:\.- D CONDITIONS 1 7 43: X X X X CD.4 2 R TI ON: ' *19 u 0000 ...RIOR A - 75-¥i -39.7>· -.·.·.-."Tin.le ( ERIALS ': 323% E:H EML 7,;.,3 MS Rei .D-=4 ,C . Cgta- 05 ANDSC. :t=esi.**3 PECTIO FIN,Bedroom if'Kl Bath U,100Jp00 '02 , 161PW-5 +7 4007 rj t. 1 :2+2-iF fisl*/ e e.Building County Orar 01% £ /00*02 WOOJpeg ]SUJ>tweJE 000 000 60 00. i N 64.-1 N 'f 000 000 knoo .1 0.- *V. N 10 r-1 N .. -El N -4,0, 27•a•e ·74«.•7•n,-r= --W-: 9-749<5*--1-:2 *'re 483= scare PERMITTYPER ELECT PLBG 1 - 1)ISP19'1>IS UJ b 82/1 ipunel :1 ¥ 01 868Jes .0 02 MECH GRADING .-'is:ss ·PERMIT#\O\,flqe (72 OCC. GROUP Re) ». CE I iCE:&9 *, O, 0 930}m CM:CONSTR. TYPE VA 4 0 19 ?Ck ..4 0 9 9·6*0: D. 0 0-09 r. -- 1CODE EDITION Storo & FLOOD ZONE .></e z / i .0*92 2#92 - ¢O.0 SIUOUJUIOj FLOOD ZONE CERTIF RFO'n, YFR Wff' .6 1 MICROFILM YES NO 1 RADIANT BARRIER @ ROOF YES /46 RESIDENTJAL DEV. FEE YES -Na_-1. SCHOOL D!-STRiCT YES NO .2 Main File No. AC13016 - 55386I Paae #301 Sketch Borrower/Client Gary & Neda Barton Properly Address 2136 N Heliotropa. Dr City Santa Ana State CA Zip Code 92706 Lender On Q Financial, Inc . N Storage 13 0 20.0' 6 0 N PooVSpa --L Patio -1 0 et 30.0' @ W 1 ./ 41 For - "WinTOTAL" appraisal sollware by a la mode, Inc. - 1-800-ALAMODE EPOPS: 002531-284577 130902 840. AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 1 10/15/2013 Phone: Fax: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Customer #: 7147799919 ENERGY GUARD Phone: Job Name: BARTON MAIN Home Owner: Project ID: 'Location: 2,36 N. 0-4.60¢74'L k. Lot #:5 -/ 44<4, ek Model: Contact: Fax:Cust PO#: Ln Qty /51 2 1 42 4 (Di< Long Description 25" (T) X 32" (T) DaylightMax 7300 White Single Hung; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; Al Lock Rail Only; Tape Applied; One Cam White; Logo Lock (Ul=57"); DP:Res; U- Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther Unit Extended Price Price 4/p Je 1 50" (T) X 32" (T) DaylightMax 7300 White Picture; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); 00 No Reinforcement; Tape Applied (Ul=82"); DP:30; Test Number=96035.01; U-Factor:.26; SHGC:.24; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther 43/1/ - 5 Unit Extended Price Price / 1 48" (T) X 36" (T) DaylightMax 7300 White Slider (XO); Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; Al Lock Rail Only; Tape Applied; One Air Latch; Two Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=84'0); DP:15; Test Number=C9016.01; U-Factor:.29; Unit Extended Price Price SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North A 'J Central, South Central, Souther by 24> . EPOPS: 002531-284577 130902 840 AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 2 10/15/2013 Phone: Fax: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Customer #: 7147799919 Job Name: BARTON MAIN Home Owner: ENERGY GUARD ' Project ID: ' Location: Lot #: Model: Phone:Contact: Fax: Ln Qty No Ord Cust PO#: Long Description - Unit Extended.//h) 1 48" (T) X 36" (T) DaylightMax 7300 White Slider Reverse (OX); Tip-to-Tip; Price Price1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; Al Lock Rail Only; Tape Applied; One Air Latch; Two Cam White; -Ii- Logo Lock; Corrosion Resist Roller/Glide (Ul=84"); DP:15; Test ,4.4 Number=C9016.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther 4>66- en .6 1//4 \P r f A 1 94" (T) X 48" (T) DaylightMax 7300 White End Vent XOX 1/4 1/2 1/4; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Applied; One Air Latch; Two Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=142"); DP:20; Test Number=B2339.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® £ region(s): Northern, North Central, South Central, Souther Unit Extended Price Price ev , 4,1.- 4 A 1 25" (T) X 48" (T) DaylightMax 7300 White Picture; Tip-to-Tip; 1.375" Nail On Unit Extended Price Pricew/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); 00 No Reinforcement; Tape Applied (Ul=73"); DP:30; Test Number=96035.01; U-Factor:.26; SHGC:.24; Unit qualifies for ENERGY ..= STAR® region(s): Northern, North Central, South Central, Souther14 1: \JV ky IltU EPOPS: 002531-284577 130902 840 AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 3 10/15/2013 Phone: Fax: Customer #: 7147799919 ENERGY GUARD Phone: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Job Name: BARTON MAIN Home Owner: Project ID: 0 Location: Lot #: Model: Contact: ' Cust PO#: Ln Qty No Ord Long Description 1 48" (T) X 20" (T) DaylightMax 7300 White Slider (XO); Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; Al Lock L Rail Only; Tape Applied; One Air Latch; One Cam White; Lpgo Lock; Corrosion Resist Roller/Glide (Ul=68"); DP:15; Test Number=C9016.01; U-Factor:.29; O SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North & Central, South Central, Souther Unit Extended Price Price 1 96" (T) X 32" (T) DaylightMax 7300 White End Vent XOX 1/4 1/2 1/4; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Applied; One Air Latch; Two Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=128");- DP:20; Test Number=B2339.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® 3(4 region(s): Northern, North Central, South Central, Souther Unit Extended Price Price 1 Unit Extended36" (T) X 79 1/2" (T) DaylightMax 7300 White Picture; Tip-to-Tip; 1.375" Nail On Price Pricew/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Temper All All; Double Strength (1/8");.00 No Reinforcement; Tape Applied (Ul=116"); DP:30; Test Number=96035.01; U-Factor:.26; SHGC:.24; Unit -I. I. qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther 67l . EPOPS: 002531-284577 130902 840 AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 4 10/15/2013 Phone: Fax: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Customer #: 7147799919 Job Name: BARTON MAIN Home Owner: ENERGY GUARD Project ID: 0 Location: Lot #: Model: Phone:Contact: 4 Cust PO#: Long Description 1 71 1/2" (T) X 81 1/2" (T) (60610P) Madeira 7500 White Contemporary Door (2- Lite) Left Opening (XO); Assembled PD; Int. Handle Powder Coat White; Ext. Handle Powder Coat White; Tip-to-Tip; 1.375" Nail On; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Temper All All; Dbuble Strength (1/8"); Half Screen Fiberglass Extruded Screen Mold Wrap Screen Separate; E5 All Stiles(SL/EV); Tape Applied;. Non-Keyed MultiPoint; Corrosion Resist Roller/Glide (Ul=153"); DP:20; Test Number=B9705.01; U-Factor:.30; SHGC:.22; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther Unit Extended Price Price 96" (T) X 48" (T) DaylightMax 7300 White End Vent XOX 1/4 1/2 1/4; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Applied; One Air Latch; Two Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=144"); DP:20; Test Number=B2339.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® 1 region(s): Northern, North Central, South Central, Souther Unit Extended Price Price 4 - - .t r- 1% EPOPS: 002531-284577 130902 840 AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 5 10/15/2013 Phone: Fax: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Customer #: 7147799919 Job Name: BARTON MAIN Home Owner: ENERGY GUARD , Project ID: ' Location: Lot #: , Model: . Phone:Contact: Fax:1 Cust PO#: Ln Qty No Ord Long Description rE 1 96" (T) X 30" (T) DaylightMax 7300 White End Vent XOX 1/4 1/2 1/4; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Applied; One Air Latch;One Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=126"); DP:20; Test Number=B2339.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther P Unit Extended Price Price 48" (T) X 30" (T) DaylightMax 7300 White Slider (XO); Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Obscure, All; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; Al Lock Rail Only; Tape Applied; One Air Latch; One Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=78"); DP:15; Test Number=C9016.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther Unit Extended Price Price T 96" (T) X 48" (T) DaylightMax 7300 White End Vent XOX 1/4 1/2 1/4; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; Double Strength (1/8"); Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Ap*plied; One Air Latch; Two Cam White;4 Logo Lock; Corrosion Resist Roller/Glide (Ul=144"); DP:20; Test Number=B2339.01; U-Factor:.29; SHGC:.23; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther 13) 4 lo Unit Extended Price Price 1 ..2 EPOPS: 002531-284577 130902 840 AIC1010 ********************* CUSTOMER COPY ********************* QUOTATION #856 Page: 6 10/15/2013 Phone: Fax: Sim #:002531 Emp: Entered: 9/24/2013 Xmitted: PO #: Customer #: 7147799919 Job Name: BARTON MAIN Home Owner: ENERGY GUARD . Project ID: ' Location: Lot #: 0 Model: Contact: ' Cust PO#: Phone Fax: Ln Qtj Np-4)ri Long Description Of¥6/4 401 59" (T) X 47" (T) DaylightMax 7300 White Picture; Tip-to-Tip; 1.375" Nail On w/Track Fill; Intercept; ProSolar Shade Low E; Argon Gas; Double Glazed; · Double Strength (1/8"); 00 No Reinforcement; Tape Applied (Ul=106"); DP:30; Test Number=96035.01; U-Factor:.26; SHGC:.24; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther Unit Extended Price Price Unit Extended .72" (T) X 48" (T) Madeira 7500 White Double Slider; Tip-to-Tip; 1.375" Nail On; Intercept; ProSolar Low E; Argon Gas; Double Glazed; Double Strength (1/8");Price Price Half Screen Fiberglass Roll-Formed Scr Mold; A2 Mtg Rail/Stile; Tape Applied; , 4 9 One Air Latch; Two Cam White; Logo Lock; Corrosion Resist Roller/Glide (Ul=120"); DP:25; Test Number=A8084.01; U-Factor:.30; SHGC:.27; Unit qualifies for ENERGY STAR® region(s): Northern, North Central, South Central, Souther 4 / EV 9 < DE F r I 361 ' L'i. 4 EDI , , b. cl<a k j .1 1tu' L (L,(_) C /2 G, a (,t_-r ill Use the graph paper below to help draw a site/floor plan of the proposed project. ab Use the graph paper below to help draw a site/floor plan of the proposed project. 48" 'Ic ... - M AE· 4 AFER 0,4 8 0 ' ./ 1 / / 44 " !i 1 . Ix.j 1 41 425/34)LJ Cl i; - D LA- , 1 1, Planning and Building Agency Planning Division 20 Civic Center Plaza PLA\\ 1.\G P.O. Box 1988 (M-2 9m=mm-,·--/le.-I.. ........ Santa Ana, CA 927& Bl ILDI.\-6 (714) 647-5804 ,16[\CY www.santa-ana.orll , CITY OF SANTA REPLACEMENT/ADDITION el IDIWI ITTA I rucni,1107 1. iMHMH;,--uj??t"4?67#81:ai9MjE*ft*Bi888508.dia.38Wm88888888@388888888888888888888888888888 BLD-04 CBC 2010 i Applicants requesting a window reblacement or addition need to submit the following to the f Planning Division: T3 ) 4 k; m Photographs(s) of the building from street view. O Photographs showing complete building elevations where changes are proposed. Photographs of individual windows ·m ay be required if the comprehensive photo is not clear. f O A floor plan indicating the follov;ing: O Location of all windows oA the ho JSe indicating if they are existing or proposed. Il Size of existing and proposed wintiows. Note width first and height second. El Type of existing and proposed iwindows, such as slider, single hung, easement, fixed, etc. f O Material of existing and proposed windows, such as wood, aluminum, vinyl, etc. El An elevation of a typical windoW(s) showing the following: U Windowpane configuration (lights), such as single light, 6-lights over one.tt O Proposed or existing exterior window trim surround, shutters, etc. to remain.tt In addition to the Planning Div ion submittal requirements, the Building Division requires the following information @fe'ft3'the Building Division handout):I ' '13*C· 4CWIVI'l O Indicate the height from the windowsill to the floor. O Indicate all room sizes on the floor plan. 0 Indicate the distance from all exterior walls to adjacent property lines. Please refer to the Building Division's Window Change Out handout for additional pertinent information. Are any other changes to the exterior of the building being proposed?Yes Il No O Please explain: Rev: 8/27/2012 Page 3 of 3 i€' 1 - 2- a s f\610 U)0 1 0- 2 0 JEr0- ic 4- 0 C 0. L 0 0 C i,2 34> \ / -7k 1 , CL -C 2 glhu *750 CD 1-hir ,- CD Cl ru rp q 0- £ 1 e 01 - (D . E (1) - 0 D. . f. 3 69 ¢2447 48 1- L gy 60 /,JO03 lit , 923 4-1 1 Ki 7 blcdouj'Use the graph paper below to help draw a site/floor plan of the proposed project. t 16<f ¥ f oil" 4q i f1 1 99• Er 1 1 1 b r l =Ir- \ 02 0 134 to / A 420) f5- 1 1 j j Use the graph paper below to help draw a site/floor plan of the proposed project. f £ r 96 Ck, r 36 '7 . Aet J :b 4 D 1. :to€, 74 0 &06 ¢·[ 037LL\( AAO 1 . A COR- 0 0 2. 9 (*.3 i A-(o t_j 1i , Use the graph paper below to help draw a site/floor plan of the proposed project If-9 Uit 4, 1 LO 1 0-kdo kt k O 20,30 i1 224 la 1 Lj 8 1 1, .1 t- r - 1 1/ Use the graph paper below to help draw a site/fioor plan of the proposed project.--1 1. 1 1/6 tf : /1, . l(Off 7 C 11 0,33 5 Ot . ./. 7- l lo C __17_ 1 1 - 42- tfl,0/,4 8 ocz- PUse the graph paper below to help draw a site/floor plan of the proposed project.lu¢ t tr ¢13 4,44 Ct r tO -i tI80 DJ 1,-6 ff ' 6- 0-,3 trUse the graph<aper below to help draw a site/floglan of the proposed project.e, 4 b 1 7 i tj 0 ZPJ O\ r - 1. LOt Uo (0 4v 'I .f ¢ I /4 + / 5- . 1 1 1 1//1 Use the graph paper below to help draw a site/floor plan of the proposed project.tgo r. «? --7 9 e / C L- r 0 Illke>D 19 + A . Use the graph paper below to help draw a site/floor plan of the proposed project. \ (29<3 9 1 1* (7 U - C>Sh0 . lo) 1 99 92 A )3-6 0 - 99,4/C« - -4