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Home My WebLink AboutPlans A Planning Approved %CITY OF LAKE ELSINORE PLANNING DIVISION PERMIT#ZCPC-2020-0042 DATE:,09/14/2020 9:59:31 AM Windows shall have enhancements such as foam c/CicriofllA whill". surrounds, shutters, etc. APPROVED Level 4 Roof N 28 ti Level 3 FL2 Level 4 Roof 18� NNI 28 Level 2 FL1 9 Level 3 FL2 18 Level 1 0 Level 2 FL1 Level 0 FOOTING '2 9 oa�a�a�a EAST ELEVATION ❑❑❑❑❑❑❑❑ ---- ---- FI]]ILI I „ _ ,_ ❑❑❑❑❑❑❑❑ � Level 1 ❑J 1/4 - 1 0 ❑❑❑❑❑❑❑❑ LAST 0 Level 0 FOO G -2 SOUTH ELEVATION 4„ = 1,-0„ SEUTH REVISIONS BY DATE: 08/08/20 SHEET MENHLLC PROJECT: SINGLE FAMILY OWNER: MENHLLO.restyrighs common nthea ins.thright 08/16/20 SCALE: CHEAP nd other property rights in these plans.these PO LLA C H E Ar plans are not to be reproduced,changed,,n DRAWN GENERAL ARCHITECTURE DESIGN copied in any form or manner whatsoever,not �� 1IN W.BECH,N .908 ADDRESS: CHANEY AVE. are they to be assigned teathird party.without LONG BEACH,CA.90813 first obtaining the written permission and CHECKED: PHONE:562 556-2078 consent of,in the event of unauthorized use of E MAIL:MENHLLC&WI11k.00M LAKE E LS IN 0 RE, C A. 92530 these plans by third party,the client agrees to hold harmless,indemnify and defend MENH JOB: 32 3-012 LLC.from any claims arising from such OF SHEETS unauthorized reuse. CITY OF LAKE ELSINORE PLANNING DIVISION 40 WALL COVERING NOTES PERMIT#ZCPC-2020-0042 8'-0" 12 11 9 1. INTERIOR COVERINGS AND WALL FINISHES SHALL COMPLY WITH SECTION R702.1 DATE:09/14/2020 9:59:36 AM 2. EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANCE EXTERIOR WALL ENVELOPE(R703.1) 3. CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FOR INTERIOR WALL FINISHES(R805.1) �,•p ��r zcrro as zessesr NOTE:THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES COMPLY WITH THE MAXIMUM FLOW RATES APPROVED SPECIFIED IN SECTION 4.303.1 WATER CLOSETS.THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS O SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.URINALS.THE EFFECTIVE FLUSH VOLUME OF URINATES SHALL NO EXCEED 0.5 GALLONS PER FLUSH. SINGLE SHOWERHEAD SHALL HAVE MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI.SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S.EPA WATERSENSE SPECIFICATION FOR SHOWHEADS. LAVATORY FAUCETS.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI.THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FUACETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.THE MAXIMUM FLOW RATE OF KICHEN FUACETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. 1+ LO NOTE:ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES,CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS T WITH CEMENT MORTAR,CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. NOTE:PENETRATIONS OF FIRE-RESISTANCE RATED WALL OF FLOOR/CEILING ASSEMBLES SHALL BE IN ACCORDANCE WITH SECTION R302.2,R302.3 AND R302.4 NOTE:ALL HABITABLE ROOMS SHALL HAVE AGGREGATE GLAZING OF NO LESS THAN 8 p N CV PERCENT OF THE FLOOR AREA TO PROVIDE NATURAL LIGHT,OR THEY SHALL BE PROVIDED WITH ARTIFICIAL LIGHT PER SECTION R303.1 r.F NOTE:GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE V THE NEAREST VERTICAL EDGE IS WITHIN A 24 IN ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 602 INCHES ABOVE THE FLOOR OR WALKING SURFACE. NOTE:IN DWELLING UNITS WHERE THE OPENING OF ANN OPERABLE WINDOW IS LOCATED f/� MORE THAN 72 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WITCH THE WINDOW IS �J —— —— LOCATED. NOT:BATHTUB AND SHOWER FLOORS,WALLS ABOVE BATHTUBS WITH A SHOWERHEAD,AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. LO NOTE:DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE co GARAGE SHALL BE CONSTRUCTED OF A MIN N0.26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL. 13 8 71 20'-0" - W I N D O W S C H E D U L E - — _ LO CODE QUAN SIZE MATERIAL NOTES _ V 1 18 36"X48' NNYL SLIDING WINDOW _ _ O1 2" E4 NNYL SLIDING WINDOW TEMPERED GLAZING WINDOW - - - - - DOOR SCHEDULE - CODE QUAN SIZE MATERIAL LO 1 1 34"%80" HOLLOW CORE DOOR - 2 7 30"%80" HOLLOW CORE DOOR - - - - - - 3 32"X80" HOLLOW CORE DOOR 4 3 36"X80" HOLLOW CORE DOOR 5 2 6'X 80' FRENCH DOOR 3'-0" 14 3'-0'1 MAIN ENTRANCE(TWIN DOOR RESIDENTIAL EXTERIOR 2"THICK 14"x12" ALL DOOR 34x80 BATHROOM DOOR 3Ox80 EXTERIOR WALL 8 SIDING PANEL INTERIOR WALL 6"Gypsum Wall BALCONY RECTANGULAR RAILING ® SMOG DETECTOR WITH BATTERY BACKUP ® CARBON MONOXIDE DETECTOR ® EXHAUST FAN SECOND FLOOR PLAN SUUTH REVISIONS BY DATE: 08/0e/20 SHEET MENHLLC PROJECT: SINGLE FAMILY OWNER. MENHLLC. pertyrshtsinteseplaa.theCopyright OLl/1V/20 SCALE: i/4°°=i' T TT p CHEAP p and other property rights in these plans.these P O L,LA C H E A P plans are not to be reproduced,changed,,n GENERAL ARCHITECTURE DESIGN copied in any form or manner whatsoever,not DRAWN: /•� ADDRESS: CHANEY AVE. 111 W.OCEAN BLVD. are they to be assigned to a third party,without 2 LONG BEACH,CA.90813 PHONE:562 556-2078 first obtaining the written permission and CHECKED consent of,in the event of unauthorized use of E MAIL:MENHLLC@autlaok.COM T A LAKE E T S T N O R E' C A• 9 2 5 3 O these plans s,third party,the client agrees l0 Lc`'1i,L LLnJ llV 1VL l� e7 J hold harmless,indemnity and defend MENH JOB: e�2e�-012 LLC.from any claims arising from such OF SHEETS unauthorized reuse. CITY OF LAKE ELSINORE PLANNING DIVISION A second door is required for entry PERMIT#ZCPC-2020-0042 40 and egress. DATE:09/14/2020 9:59:36 AM 81-011 WALL COVERING NOTES C/�ZCf70IQ�(Y L. iessen 1. INTERIOR COVERINGS AND WALL FINISHES SHALL COMPLY WITH SECTION R702.1 2. APPROVED EXTERIOR WALL SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANCE EXTERIOR WALL ENVELOPE(R703.1) 3. CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FOR INTERIOR WALL FINISHES(R805.1) NOTE:THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES COMPLY WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1 WATER CLOSETS.THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS — SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.URINALS.THE EFFECTIVE FLUSH VOLUME OF URINATES Q SHALL NO EXCEED 0.5 GALLONS PER FLUSH. SINGLE SHOWERHEAD SHALL HAVE MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT Q a ® O 80 PSI.SHOW ERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S.EPA 0 ® 1 WATERSENSE SPECIFICATION FOR SHOWHEADS. T_ LAVATORY FAUCETS.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 41-011 o 1.5 GALLONS PER MINUTE AT 60 PSI.THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FUACETS SHALL a r NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 PSI.THE MAXIMUM FLOW RATE OF KICHEN FUACETS 0 SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. NOTE:ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES,CONDUITS OR — OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE Q PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS 1 WITH CEMENT MORTAR,CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. — NOTE:PENETRATIONS OF FIRE-RESISTANCE RATED WALL OF FLOOR/CEILING ASSEMBLES N C) ——— SHALL BE IN ACCORDANCE WITH SECTION R302.2,R302.3 AND R302.4 1 1 01-011 NOTE:ALL HABITABLE ROOMS SHALL HAVE AGGREGATE GLAZING OF NO LESS THAN 8 O _ PERCENT OF THE FLOOR AREA TO PROVIDE NATURAL LIGHT,OR THEY SHALL BE PROVIDED 1 r ——_—_—_— O WITH ARTIFICIAL LIGHT PER SECTION R303.1 r ill_—_ I 1 NOTE:GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE ————— — THE NEAREST VERTICAL EDGE IS WITHIN A 24 IN ARC OF THE DOOR IN A CLOSED POSITION AND I Q WHOSE BOTTOM EDGE IS LESS THAN 602 INCHES ABOVE THE FLOOR OR WALKING SURFACE. ——————I NOTE:IN DWELLING UNITS WHERE THE OPENING OF ANN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WITCH THE WINDOW IS ill LOCATED. p BED ROOM(168 SF.) — — ® I NOT:BATHTUB AND SHOWER FLOORS,WALLS ABOVE BATHTUBS WITH A SHOWERHEAD,AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE.SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. - - - - - - - NOTE:DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE ^n1—o11 I — GARAGE SHALL BE CONSTRUCTED OF A MIN NO.26 GAGE SHEET STEEL OR OTHER I L I I P _ APPROVED MATERIAL. - - - - - - - v o. Q o _1 W I N D O W S C H E D U L E N CODE QUAN SIZE MATERIAL NOTES _ _ _ _ 1 6 36'X48" —SLIDING WINDOW - - O10 24'X48' —SLIDING WINDOW TEMPERED GLAZING WINDOW , DOOR SCHEDULE CODE QUAN SIZE MATERIAL O - - - - - - - 1 34"Xa0" HOLLOW CORE DOOR - - - ' - _I 2 4 30"%80" HOLLOW CORE DOOR LID 3 4 32"X80" HOLLOW CORE DOOR /V�J1 - _ _ - _ - _ _•- _ - _ 4 36"X80" HOLLOW CORE DOOR `V - - - - - - JG 1-011 Fj 2 6'X 80" FRENCH DOOR -' 1- - -' ,-,GARAGE 2o1—On MAIN ENTRANCE(TWIN DOOR RESIDENTIAL EXTERIOR 2"THICK 14"x12" - - - - - - ' ALL DOOR 34x80 BATHROOM DOOR 3Ox80 EXTERIOR WALL 8"SIDING PANEL - - - - INTERIOR WALL 6"Gypsum Wall BALCONY RECTANGULAR RAILING Ln 0I-011 ® SMOG DETECTOR WITH BATTERY BACKUP ® CARBON MONOXIDE DETECTOR ® EXHAUSTFAN n FIRST FLOOR PLAN REVISIONS BY DATE: 08/08/20 SHEET PROJECT: SINGLE FAMILY OWNER. MENHLLC reserves its commonlaw Copyright 08/16/20 SCALE: 1/4°°=l1 M ENH LLC and other properly rights in these plans.these P O LLA CHEAP f plans are not reproduced,changed,or GENERAL ARCHITECTURE DESIGN copied in any form or manner whatsoever,not DRAWN: ,,,W.00EAN ADDRESS: CHANEY re they to be assigned toa third patty,without LONG BEACH,CA..908 90813 AVE.. first obtaining the written permission and CHECKED PHONE:562 556-2078 Consent of,in the event of unauthorized use of E MAIL:MENHLLCQo.U—.COM LAKE E L S I N O R E, C A. 92530 these plans by third party,the client agrees to hold harmless,indemnify and defend MENH JOB: 323-012 OF SHEETS LLC.from any claims arising from such unauthorized reuse. REVISIONS BY 03/16/2020 CITY OF LAKE ELSINORE PLANNING DIVISION PERMIT#ZCPC-2020-0042 DATE:09/14/2020 9:59:36 AM BEST MANAGMENT PRACTICES FOR 60 �/lic�iolas c�`fiessen CONTRUCTION ACTIVITIES APPROVED Storm Water Pollution Control Requirements for Construction Activities '.� MENH LLC .* +' GENERALA.00E OCEAN DESIGN ,'+','«'+`«'+`«'+','«','«' AL W.00EANBLVD I`aiaa'.`a'a'a'a`aia`�' aia`a`a . , a «' a4 LONG BEACH,CA.W802 Minimum (Pater Quality Protection Requirements for All Development 4 ,+ « i + i+4 i+4 ++4 + i++ i+�+s�oQe , 4 i+4 ++4 E PHGNE:ss�ounoo'K.coM Construction Projects/Certification Statement N la',*a� *. . . . . .* `ryi�a ' . . . . . . . ... LANDSCAPENILNENBL The following is intended minimum notes or as attachment for construction and grading plans y' and represent the minimum standards of good housekeeping which must be implemented on all «�«� Z construction sites regardless of size. 4+ ,*�- ,+, +� ..bwmmo^I°WPoy^9n NenN uc�wm ren" o Enroded sediments and other pollutants must be retained on site and must not be la' 40 ', a°«Bey^°"°='°a^° °=^•^a^'° transported from the site via sheetflow, swales, area drains, natural drainage curses re"gin^mee:re�dme�bo ` or wind. o Stockpiles of earth and other construction related materials must be protected from I "°"""•°'°""'"°°'° being transported from the site by forces of wind or water. o Fuels, oils, solvents and other toxic materials must be stored in accordance with their I.'., "+' APN: 375-323-012 listing and are not to contaminate the soil and surface waters. All approved storage containers are to be protected from the weather. Spills must be cleaned up immediately I,«'�d «�� and disposed of in a proper manner. Spills may not be washed into the drainage system. PROPERTY ADDRESS: CHANEY AVE. o Non-storm water runoff from equipment and vehicle washing and any other activity shall beLAKE ELSINORE,CA 92530 contained at the project site. I+`«-N �'. o Excess or waste concrete may not be washed into he public way or any other drainage Z system. Provisions Shall be made to retain concrete wastes on site until they can be OWNER: POLLA CHEAP disposed of as solid waste. o Trash and construction related solids wastes must be deposited into a covered receptacle to *'++" _ +* 1819 LEES AVE. prevent contamination of rainwater and dispersal by wind. ,« .`- LONG BEACH,CA 90815 o Sediments and other materials may not be tracked from the site by vehicle traffic. n The construction entrance roadway must be stabilized as to inhibit sediments from being I'«' ' "«'1 TEL.562.241.7766 deposited into the public way. Accidental depositions must be swept up immediately and may 20 PROPOSED 2 STORIES P. not washed down by rain or other means. o Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit I.`«'+ CONSTRUCTION: 2390 SF. W erosion by wind and water. ZONE: R1 �+ r...+_ LOT SIZE: 6,396 SF. U o '**'. o 0 o N LOT AREA: R1 + + + GARGAE o OCCUPANCY:GROUPS: V-B �l 1. THIS PROJECT CONFORM TO 2020 CALIFORNIA BUILDING CODES THE BUILDING DESIGN MEETS THE REQUIREMENTS OF TITLE 24, CONSTRUCTION TYPE: 2 STORIES aO (CBC), 2020 (CRC), 2020 (CMC), 2020 (CPC), 2020(CEC), 2016 PART 2, CHAPTER 2-53. INSULATION INSTALLER SHALL POST IN "�'� NUMBER OF STORIES: 2 p„ 11. A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE _ (CALGreen) CALIFORNIA GREEN BUILDING STANDARDS CODE, 2020 SIGNED BY THE INSTALLER AND BUILDER STATING THAT THE I*«*+* HEIGHT: 30 FEET (CEEC) ENERGY CODE(TITLE 24), AND TITLE 18 AND CITY OF LAKE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, ELSINORE MUNICIPAL CODE. CHAPTER. 2-53 AND THAT THE MATERIALS INSTALLED CONFORM 1 CAR GARAGE: 400 SF. 2. ALL INTERIOR DOORS 32" WIDE MINIMUM. 36" WIDE MIN. WITH THE REQUIREMENTS OF TITLE 20, CHAPTER2, SUBCHAPTER4, LOT SIZE RATIO: 30.0% Z ENTRY DOOR ARTICLE 3 I'+"' D LOT COVERAGE RATIO: 23.78%/1,520 SF. 3, SEISMIC SHUT OFF VALVE IS TO BE INSTALLED ON EACH MINIMUM R-13 INSULATION TO NEW EXTERIOR WALLS. ` ' FUEL GAS LINE FOR NEW BUILDINGS. + 005-005 TRACT,LOT 65,UNIT25 4. ONE ROOM MUST BE A MINIMUM OF 120 SQ. FT. IN AREA 12, CONCEALED SPACES OF WALLS, PARTITIONS AND FU- I+ 14 0 +' '+'+' ' COUNTRY CLUB HEIGHTS RRING SHALL BE FIRE STOPPED WITH 2 IN. MATERIAL OTHER HABITABLE ROOMS ,EXCEPT KITCHENS MUST BE A THE FULL WIDTH OF THE STUDS AT THE FLOOR AND MINIMUM OF 70 SQ. FT. CEILING LEVELS, AND AT INTERVALS NOT TO EXCEED 10 '*'+� Engin ering requires PROPERTY SUMMARY 5. EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND FEET HORIZONTALLY. 3 p NOT LESS THAN 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC '«', *'I a 20 edication for W HADWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" WATER HEATER MUST BE STRAPPED TO WALL *,+, futtt widening CLEAR WIDTH LO THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT I*'++* + ure street eng O 6. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR .'+,+_ '.� of ChE ney. Rear yard x C12 SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR POWER DISTRIBUTION i SHOWER ENCLOSURE FACILITIES OR TO THE LOCATION OF THE HOOK-UP, THE I�,.,� ,� ,*,.,*,a,*,*a* set ba k is currently CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY + 'J'�'J'�'J'�'.'+ + + , + + + SCOPE OF WORK: a d POWER LINE-WHETHER OR NOT THE LINES ARE LOCATED esenrF-^-^•'r 24' an the home 7. PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE + _� ""'+ * + . « + ` NEW 4 BEDROOM 3.25 BATH CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES I'+'*' ','� ShOUI be pushed SINGLE FAMILY 2 STORY. w BE ADAPTED FOR LOW WATER CONSUMPTION :'I back t leave only a �. x 8, ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, ALL INFORMATION SHOWN IN THE DRAWINGS RELATIVE TO I. *; +;*. O � W O APPOVED ACTION AT AMINIMUM2x MUM EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT SHALL BE CONDUCTED A GRAVITY, TO THE STREET OR AN + + 2O� re r set back. WORK DESCRIPTION. W > z KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY, I,+'*+ WHERE ACTUAL CONDITIONS CONFLICT WITH THE 9. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE DRAWINGS, THEY SHALL BE REPORTED TO THE DESIGNER I W W MANUFACTURER AS COMPLYING WITH CALIFORNIA QUALITY SO THAT THE PROPER REVISIONS MAY BE MADE, Z Z W STANDARDS FOR INSULATING MATERIAL DOORS AND WINDOWS MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT BETWEEN CONDITIONED AND OUTSIDE OF UNCONDITIONED SPACES BE MADE WITHOUT WRITTEN APPROVAL OF THE DESIGNER _ a SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR GAS OR ENGINEER. —————— — ——___. +« +� FURNACES SHALL BE FULLY WEATHER STRIPPED 10. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND GENERAL NOTES STRUCTURAL ENGINEER: W LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION 4 CASTILLO ENGINEERING W STANDARDS. CAULK PLUMBING AND ELECTRICAL A PENETRATIONS,ALL WINDOW AND DOOR FRAMES, BETWEEN WALL CHANEY AVE. CONSULTANTS a A SOLEPLATES AND FLOORS AND ALL OTHER OPENING IN THE 1 ENVELOPE. ALL EXTERIOR OPENINGS SHALL BE PROPERLY WEATEHRSTRIPPED, CERTIFIED AND LABELED DATE: 08/08/20 SCALE: 1/8"=1' DRAWN: CHECKED: 5 PROPOSE SITE PLAN JOB: 323-012 SOUTH 1/8"= V-0" SHEET / A 0.1 OF SHEETS