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SU-2500667
EnvironmentalHealth
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2600 - Land Use Program
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SU-2500667
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Entry Properties
Last modified
12/17/2025 3:50:48 PM
Creation date
7/3/2025 7:44:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU-2500667
PE
2634 -ZONING COMPLIANCE REVIEW - MINOR (Z)
STREET_NUMBER
3950
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10118032
CURRENT_STATUS
Closed - Issued
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3950 E WATERLOO RD STOCKTON 95215
Tags
EHD - Public
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5 GOAT MASONRY STUCCO SYSTEM w/ INTRIGAL ELASTOMERIC COLOR <br /> FINISH GOAT 7/8" MINIMUM THICKNESS - FINISH GOAT I/8" MIN, BROWN jmwelisdesign <br /> GOAT 3/8" MIN, SGRATGH/ BASE GOAT 3/8 MIN OVER METAL LATH ON 2 <br /> LAYERS MOISTURE BARRIER MIN 30Ib OVER "ZIP" OR EOUAL SHEATHING 713 washington -- <br /> SYSTEM kerrville, <br /> 60 MIL 'TPO' SINGLE-PLY MEMBRANE ROOFING 830.890.8808/830.895.9770 <br /> OVER 5/8" APA RATED SHEATHING Sacramento,ca.916.980.9165 <br /> jmwellsdesign@gmail.com/ <br /> jackmwells@outlook.com <br /> COPY RIGHT 2 0 24 <br /> NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS <br /> AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL <br /> REMAIN THE PROPERTY OF THE DESIGNER.THEY SHALL NOT BE USED <br /> ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY <br /> X�,� <br /> AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO <br /> THE DESIGNER.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND <br /> CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT <br /> MIN R-38 CLOSED CELL IGID INSULATIONIAI BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, <br /> TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND <br /> PROGRAMS IN CONNECTION WITH THE PROJECT. <br /> OLID BLOCKING <br /> VARIES lit ROOF FRAMING DOUBLE "V"(#I5)CONTROL JOINT, 26GA. LLC <br /> Company LLC <br /> 2-2x TOP PLATE GALV STL "CEMCO 0010" OR EQUAL, RE Daryl Jordan,P.E. <br /> EXTERIOR ELEVATIONS FOR PLACEMENT rY <br /> PO Box 467 <br /> 1/2" APA RATED SHEATHING Mout Hermon, <br /> 485,CA 5941 <br /> Detail- Q�t,FESS►10 <br /> 3-GOA7 STUCCO FINISH <br /> 073"= 1'-0 J�RD�F� •• <br /> J moi+/'• ���.1 <br /> I'-10 Y2 TO S'-1I 1/2------------------- - ------ -------------------- 2x FRAMING, REFER WALL SECTION * • ` 0 <br /> '"J R-Iq MIN BATT INSULATION �l� <br /> *- ----- -------------------------- - WEATHER RESISTIVE BARRIER, Q�v If CIVIL <br /> i "TYVEK" OR EQUAL OVER APA RATED <br /> SHEATHING, GOORD BARRIER WITH <br /> SHEATHING <br /> BEAM date of issue/revisions: <br /> MASONRY STUCCO OVER MIN I7 GA. no. date description <br /> SELF- FURRED GAL\/ STEEL DIAMOND <br /> MESH MTL. LATH. ASTM G 847 <br /> 5/8" GYP BOARD PT. <br /> PROVIDE COUNTER FLASHING, EXTEND ------------------------------------------------------ <br /> A MIN <br /> ----------I------------------------------------------ <br /> MIN 6 UP WALL <br /> I � <br /> WAM <br /> 2x2 LAY-IN CEILING <br /> X, <br /> 26 GA GALV NO 7 SILL SCREED/ <br /> ALUMINUM STOREFRONT STUCCO STOP, SET LEVEL AROUND <br /> PERIMETER OF BUILDING <br /> • <br /> 0 Wall Sec FINISHED SLAB <br /> 41"= 1'-0 <br /> ' <br /> FLASHING AT AT EX15TINO FASCIA <br /> 60 MIL 'TPO'_SI.NCL-E=FLY MEMBRANE ROOFING <br /> OVER-5/8„ APA RATED SHEATHING <br /> ----------- <br /> ---------- <br /> ---------- =- <br /> ` EXISTING STRUGTUR -__---- <br /> -------- <br /> MIN R-38 CLOSED CELL IGID INSULATION <br /> 11IIIIIIIIII11 <br /> —III III SNO <br /> III III III _ <br /> ���D B��GKI1-1111 1-1111 1 11 1 1 1-1111 1-111— d --- __ <br /> 111 11 11 � d • • � <br /> ROOF FRAMING I� III III III III III a C <br /> ALIGN PRO OSED AND O <br /> � 2-2x TOP PLATE <br /> IIIIII111111IIIIIIIIIIII—III EXISTING L Y- IN GLG'S <br /> 1 1111 II 11 II 1 <br /> - 0e ail 11III1 —III +� O <br /> =1 16- <br /> 1/2" APA RATED SHEATHI G D •� <br /> II II i <br /> BEAM III� I II IIII1 1III1 1III1 1 <br /> PROVIDE CONT DRIP AT IIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III- <br /> STUGGO 5-GOA7 STUCCO FINISH <br /> cc <br /> 2 -6 2x2 LAY-IN CEILING0 <br /> }, <br /> O <br /> O OC <br /> O O <br /> I.i.t 4+ `0 <br /> c <br /> ALUMINUM STOREFRONT 021/4'' 1 1-0 LLI <br /> Building S e c t o na0 f <br /> C <br /> • OV <br /> O <br /> 3 <br /> 70 <br /> t <br /> o <br /> 3 <br /> o <br /> C) <br /> N <br /> 0 01 a Z0 <br /> Z v A4.04 Z <br /> 0 <br /> m <br /> --------------------- <br /> IMM <br /> O ----------------------- <br /> o - b +�_ --- --- --�- b + -°VER/F) W U <br /> PT GRADE Ix SILL -- -- -- ----- -------„ - RIMY ------ ---------------- - - ---- _ <br /> ------ <br /> 6�. ---- =1 p � o <br /> -- --------- - ---- <br /> ---------- <br /> ------ - - ------+------- - -- �., 4 C <br /> w - ----- P 00 <br /> - <br /> PLATE IO-2 NPI -- _ -== -- ------------------ ------------------ - ---- w i--i V1 'S o <br /> II --- -- - -------- - x <br /> FLATE ai'- i= ----- rw0. W r� o0 <br /> . <br /> o� 2x6 STUD WALL FRAMING AT 16" �" a <br /> cy-) O.G. MAX. <br /> 1.000 C11O O <br /> II ISI FFF��� <br /> c- 1/2" APA RATED SHEATHING R-Ici MIN BATT INSULATION s h e e t co n t e n t s <br /> 5 <br /> 0 5/8" GYPSUM BOARD <br /> Building/ Wall <br /> Y2"0x12" MIN GALVANIZED ANCHORS " <br /> 3-GOAT STUCCO FINISH I Sections <br /> U w/ PL Y4" x5NO'-3" SO. WASHER 8" O <br /> FROM CORNERS/ ADJACENT OONG'S <br /> AND AT 48" O.G. MAX. <br /> I <br /> project no <br /> Ix PAINT GRADE BASE I I i 24101 <br /> Ce � z _" i drawn by <br /> LU <br /> J - FINISHE® FLOOR (MATCH I I checked by lm <br /> N EXISTING) O'-O JMW/DJ <br /> project architect <br /> Z FOAM SILL GASKET (SUG ESTED) <br /> .IIIIIIIII-III I III-III- \ / <br /> IIIIIIIII-III III <br /> III-III--1111 <br /> plot date 05092024 <br /> � 3 -III_ IIIIIIIIIII \ i <br /> ", Q 1111—III CONCRETE FOUNDATION, REFER TO \ / sheet number <br /> N 0 III III STRUCTURAL DRAWING, SHEET "51.0" <br /> III-III <br /> U Wall I VIII lon — FINISH GRADE Building Section A490 <br /> 0 6 S g <br /> 0 ' 1"= 1'-0 = 1/4"= 1 -0 - of - <br /> ' I I1 111 111 111 111 11- I ' <br />
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