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HomeMy WebLinkAbout10139541.pdfIAL ?W A �I � ,r,�'v-� Sri �"� � ii�"`, � '� $ 1 5v �,��_' �ta� X� h job EDINGER AYE q ry R W. CENTRAL IAVE. JOB SITE VICINITY MAP DYER RD. a Cv it co ■ s (0 72" o. C.) rl3 AD' 3 46' —3" 5 Iq EXISTING POOL to 0— tv 0 co XISTING • 1 DWELING j AD 4: 12 R t I a W co 4: 9 2 I �L 4: , I 4 ® I 5 EXISTING y y 2 4 DWELING j ADI ® ` Ll> 4' 4: 1 2 { f ti �> EXISTING DRIVE WAY FREE AND CLEAR OF OBSTRUCTIONS 1 q 4 70' —sm I L q 11 S.�:� Ai2Aa � �*. 83 AMza aC�x�u ,`# '�$� �� �> s 05R f4 & m rll 8"b.8'tDING PLAN .NO TES INDEX � O - FREE T SSITE' EXISTING C COVER SHEET CONCRETE DRIVEWAY' 2 EXISTING A--1 EXISTING .F'L Q QR PLAN IRON GATES 12" OVERHANG A ---2 NEW LOWER FLOOR PMN LINE 1Vlatzuy & Associates EXTERIOR A -- 3 P.R OPO SED 2n,d. .F'L 0 OIL PLAN ARCHITECTURAL, PLANNING & ENGINEERING FINM 4 WALL LINE A -- 4 FRONT & REAR ELE VA TIO.NS 120 NISSON ROAD N TUSTN — CA N 92780 TEL 714 366-4529 PROPERTY LINE X. 714� 665-0072 FAX ww. wmatzu 0cs. com A -- 5 LEFT & RIGHT ELEVATIONS $ FRONT —ENTRY DOOR AD 1 A.RCHITECUTRAL DETAILS AD2 ARCHITECTURAL NOTES CITY NO TES*- S --1 FOUNDATION PLAN ROOF DIAPHRAGM NAILING TO BE INSPECTED S --- 2 FLOOR & ROOF FRAMING BEFORE COVERING. FACE GRAN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. SDI STRUCTURAL DE TA IL Sr uj too EACH WINDOW SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF ,J .D 2 STRUCTURAL DE TA IL S THE GLASS. AND SHOW COMPLIANCE WITH WITH CBC CHAPTER 24 AND UBC 24-2. PLUMBING FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC SECTION 413.0 AND TABLE 4-1) ROOF MATERIAL: TIMBERLINE 30 SHINGLES -- SHADOW ACCENT IC.BO: ER— 5546 ROOE TE IAL: ROOF SLOPE: PER PLAN SCOPE OF WORK ROOF OVERHAND: 12" @ GARAGE & 12" ® EAVES ROOF MATERIAL: CLASS "A' FIRE RETARDENT ADDITION OF A SECOND .F'L O OR ROOF COVERINGS: OVER THE EXISTING FAMILY .ROOM w 00m% TIMBERLINE 30 SHINGLES — SHADOW ACCENT GARAGE, KITCHEN AND D ENTRY ICBO: ER-5546 THE SECOND .FL Q O R WILL .HAVE GLASS & , GLAZING: PLAY ROOM AND A .FULL BATH. � GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH ALSO (2) ADDITIONAL BE'DR Q OMS ■ CBC CHAPTER 24. ALL WINDOWS AND DOORS HAVING GLAZING SHALL INDICATE THE TYPE AND THICKNESS EACH WITH A WALK IN C.L O S.G 1 . OF EACH LIGHT OF GLAZING ON THE GLASS. 1*000 GLAZING IN DOORS AND FIXED GLAZED PANELS OF .F'I.R ST FL Q QR CHANGES WILL BE!��'�j ► REMOVAL C�, A�' EXISTING ?-►�'�'C! MORE THAN 9 SQUARE FEET SHALL HAVE CATEGORY V FIREPLACE L� �r I T,�T II CLASSIFICATION PER CBC CHAPTER 24. MASONRY .,ta .j,,C�,.[, PLAC.[� AND NEW GLAZING IN DOORS AND FIXED GLAZED PANELS OF SQUARE FQ 0 TA E T Q HO USv.�r THE «�+i LESS THAN 9 SQUARE FEET .SHALL HAVE CATEGORY STAIRS LEADING 1 r�-�r..3 Q THE .G CO.ND LO I CLASSIFICATION PER CBC CHAPTER 24. .F'L Q O R . A COLUMN WILL BE ADDED D } r r GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS BY THE ENTRY DOOR TO S UPPO h} AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION THE SECOND FL Q C1 R ADDITION. PER CBC CHAPTER 24. GLAZED WARDROBE DOORS SHALL MEET THE IMPACT 3r TEST REQUIREMENTS PER UBC CHAPTER 24-2 PART II LAMINATED GLASS MUST ALSO MEET THE BOIL TEST REQUIREMENTS OF UBC CHAPTER 24-2 PART II. .INSP&II101M THE ENGINEER OR ARCHITECT OF RECORD SHALL PROVIDE PERIODIC AND FINAL INSPECTIONS FOR ALL STRUCTURAL ELEMENTS TO INSURE COMPLETED CONSTRUCTION AGREES WITH THE DESIGN; PRIOR TO BUILDING SAFETY DIVISION'S RE Q UIRED INSPE C TIONS FINAL INSPECTION. THE ENGINEER OF RECORD SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL CERTIFYING COMPLETED COMPLETED STRUCTURAL ELEMENTS. INSPEC TION TO BE PR O VIDE AND STRUCTURAL TEST AND INSPECTIONS REQUIRED PER THE CBC CHAPTER 17. APP.R 0 V.E'D AS REQUIRED BY CI T Y SWIMMING POj2L (SAWA AN,& SAMQ 8-29) OFFICIALS. SWIMMING POOL. POND, OR OTHER BODY OF WATER 18" OR Cityf Sang Ana MORE IN DEPTH AT ANY POINT SHALL BE SURROUNDED BY A FENCE OR WALL NOT LESS THAN FIVE FEET ABOVE THE .PROJECT SHALL COMPLY WITH ADJACENT E. SUCH FENCE MUST BE CONSTRUCTED EAND RMAINTAINED WITH NO OPENINGS NOR TITLE LE 24, 1997 U..B . C. , 2 0 O 1 C.B.C. PROJECTIONS WHICH COULD SERVE AS MEANS TO SCALE 2001 C. P. C. U '.1V1. C. , AND THE 1999 ` THE FENCE OR WALL. , OPENINGS BETWEEN VERTICAL MEMBERS SHALL BE NO N. E. C. WIDER THEN FOUR INCHES, AND HORIZONTAL MEMBERS ACCESSIBLE FROM THE EXTERIOR SHALL BE NO CLOSER THAN FORTY—EIGHT INCHES. OPENINGS FOR GATES OR DOORS THROUGH SUCH ENCLOSURE THIS DRAWINGS ARE TO BE USED ONLY FOR THIS SHALL NOT EXCEED FORTY—EIGHT INCHES IN WIDTH. EACH BUILDING DA TA PROJECT. THIS PLANS HAVE BEEN ISSUED AS AN ry GATE OR DOOR SHALL BE SELF CLOSING AND SELF —LATCHING ENGINEERING PROGRESS CHECK OR FOR THE USE WITH THE RELEASE FIVE FEET ABOVE THE EXTERIOR GRADE. OF BUILDING OFFICIALS. PLANS ARE SUBJECT TO OR SO LOCATED ON THE WATER SIDE AS TO PREVENT CHANGE UNTIL THE PLANS HAVE BEEN STAMPED RELEASE FROM THE EXTERIOR. (EXCEPTION DOORS OPENING �T: �? AND APPROVED BY THE BUILDING DEPARTMENT. INTO DWELLINGS. OR SUBJECT TO APPROVAL BY THE BUILDIN OCCUPANCY.- C C.��r UPANCI OFFICIAL, OR PUBLIC OPERATED POOLS OR PONDSMWHENPAL UNDER CONTINUOUSo SUPERVISION WHILE PLAN CHECK#: 10139541 t GATES OR DOORS ARE UNLOCKED. USE ZONE. D — I REVISIONS FOR OCCUPANCIES CLASSIFIED R. I IN THE BUILDING CODEVjj, THE FENCE OR WALLS, SHALL BE SO LOCATED AS TO ALLOW FIRE ZONE. III ACCESS TO ALL LIVING UNITS WITHOUT ENTERING THE POOL .DATE RE VISI QN TYPE ENCLOSURE. THE FENCE OR WALLS SHALL SERVE TO ISOLATE PARCEL NUIVIBE.R. ' 4 0..._. 132 — 08 THE POOL FROM OTHER ACTIVITIES OR STRUCTURES AND rT� �+ SHALL BE LOCATED WITHIN FIFTY FEET OF THE POOL. CLNSA US' TPA C T . N 1 R 2461 5/27/03 PLANNING DEPART. CORRECTIONS GATES IN SUCH ENCLOSURE SHALL BE LOCATED IN VIEW T t, rTr R rT t Af n V n . ,.y 0 A 01" THE; FOUL A kiUILVINU WALL WITIt NO DOOM MAY Idt; JLJ 1.1 l 1 V t1 IY1.L.J 1✓ 1 b hiof plass., andoa•Ma��w.-.ae ��enior t��� USED AS PART OF THE SUCH POOL ENCLOSURE WHEN WITHIN 8/5/03 B.D. PLAN CHECK CORRECTIONS �� ,r '�% F� ft r" l���� '�"� l 4'"r`��' ��?' ¢' � ��"�,�,�,'.�7urq m ,tea..-,.-u� d THE SPECIFIED DISTANCE OF THE POOL �� � �I `��„��� � � a�. ��:� z�'a..w.. o-� � On /'� k x 4M1; FROM A POINT FOUR FEET FROM THE BANK.' THE WATER AREA TA.B ULA TI V N DEPTH MAY INCREASE AT A MAXIMUM SLOPE OF ONE INCH U � oll this � � � s N,,. "�°-FOR EVERY EIGHT INCHES OF HORIZONTAL DISTANCE AWAY ��� ID . f �. s FROM THE BANK. ally p �3k1 � NI Dilly , nnal d I'm , � w 9 EXISTING 1 A FLOOR. s THE BOTTOM SHALL BE SURFACED WITHIN FIFTEEN FEET of , 149 qA THE BANK WITH CONCRETE ASPHALT, SOIL, CEMENT, OR ' � •�✓ .... F,Y ,. b ' z a `, i .x.....<.....:...,....x,. .. w.. .,, „..,m. .,.,w; _:. EXISTING GARAGE. 445 q • OTHER MATERIAL APPROVED BY THE BUILDING OFFICIAL.EIS77_ aJOB NUMBER THE OPEN AREAS SURROUNDING THE POND OR LAKE WITHIN 1K[A "" 006 3 A DISTANCE OF TWENTY FEET FROM THE BACK S� NOT NEW i st. FLOOR.-: 120 sq. ft. ISSUE .Ci UDA TE. 41i 010 INCREASE IN GRADE SLOPE GREATER THAN ONE INCH FOR EIGHT INCHES OF HORIZONTAL DISTANCE AWAY FROM .. .PLOT DATE. - EVERY $ 5O3 LNEW ,fin FLOG 798 s THE BANK. 1 Y SCALE. 1 /8" = 1 -- 0' 70 A f L THE DRAINAGE, WATER LEVEL AND OVER FLOW SYSTEM SHALL BE DESIGN WITH A SECONDARY WATER LEVEL CONTROL WHICH TOT WILLAUTOMATICALLY FUNCTION TO MAINTAIN WATER LEVEL 1 V .[ AL. , , Q O SCr. SHEET NUMBER jc�WA SAND DEPTHS WITHIN THE LIMITS OF THESE STANDARDS IN THE EVENT OF FAILURE OR STOPPAGE OF THE PRIMARY CONTROL. L. ' s LOT SIZE: 6930 SAFETY GLASSING IS REQUIRED IN WALLS AND FENCES USED AS A BARRIER FOR SWIMMING POOLS. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL. THE GLAZING IS WITHIN FIVE FEET OF THE SWIMMING EDGE. F" lk I + a ■ 19,- r ` ' - +�aF r� :91 ,� •-• �., b r` ¢ '': .+�,,,. r,, duF.r. M Y s 1Y -yy sue-. • l ... .r . �.... . • ` STVV NAKI ENDIC ATES FoOR PLAN oTE UM SEE NUMBER BMW - TG MY DOOR 'sw. 2- 12" OVER HANG MPICAL) 3- AREA OF NEW CONmumON 4-- EXIT DOOR` 5- EIO. T'ING SLIDING VDNDK)V a-- ONE -HOUR AIm w F=WANT ON AsSOCi� es GARAGE SIDE AND SELF' CL sI (; DOOR 1997 U.B.C. M.4 02 %PIAXIM a I n MURM-Fm 7_ 5/8" TYPE "3C' APMVED GYPM BOARDa «► rnt �«.CA ; pro GARAGE '1►A�,tB, CE�I,,tNG 8B AM.t4 S�t1PPORTI I ERS ADJACERT TO HABITME ARM. 8-- PE WATER HF ATM -- PER U. R C. 1997 E SMaC STRAPS AT POIIM ' THE UPPER do LoWn ! 3 OF I1S CAL DnMMAIN CONTROLS. icy' M STRAP LOCATED 4 ABV. ITS CONTROY,S. 9- PLACE WATER HEATER ON 18" HIGH PLATF"OC. 10- wo IUGH STEAL PM BUR 11- S'r�NG CO x L"M slow TEP N LECEND xw i 1� ass :sWA U TO L.,,,, alasXF&IIIJAZIF TINU C4 3: BE 2 x�ra �► CA 1�8111s" PLOOR 8fill 412121 W. �C' -- .�.. 1� C IW6 wt 2 --1' -1.. CA ON 3 w R, . >� � �: +e s A'e n L: r7 3 CAr P 9 2003 Oy P �.y 777 r • .� .' � +.�, f!� v 3 , + ' ""t HS• .fir• +f ,� ya`"•. y� l7 NO f %r_ S'1'ING 503 CON .. ' .�IIII TACT WM cr �. t s Its 0 01-� ale s g � f 3VISIONS, DA TE RE VISION TYPE �. r •r; B.D.9 �� dt s o3 PLAN' CHECK �'o y4 C?'Ia.Ns s /.. � ,•� � . , �:. ,.:a *ram t+� 5..,. � � ,,.. � ;rs,� - AIN R F L ' JOB NUMBER - ISSUE .DA TE 4/7/93 PLOT .DATE. RECEIVE SCALE: opt OCT 2 0 2004 SHEET NUMBER, City of Santa Ana } t 6 i i i # I i # I I - inn - _ - - r. .1■Ob - +- _ - - - _ -. - -. .- _ - -. - -. _ - _ - _ - Y- - ELECTRICAL PLAN P-ROPO-S--E-DN-EW Sn CO .D T OORPLAN urr�irrr.■rirrrr�rr��■■��� r��rrr■rwrr■r■—■wYr�ra�■��rr.■s .FLOOR PLAN NOTES DENOTES • __OR ♦ LAN NOTES S !mod SEE ITEMS BELOW. 1. LINE of FIRST FLOOR 2. PROVIDE PR3TECTIYE COVER AT CLOSET LIGHTS AND LOCATE 12" AWAY FROM SHELVES. 3, EXHAUST FAN - CAPABLE OF CIRCULATING AIR IN BATHROOM 5 TIlM PER HOUR RIVET BE VAPOR RESISTANT. 4. THEATRICAL LIGHTING BY 011M 5. GYPSUM WALLBOARD AND CEILING BOARD 1 /2" THICK THROUGHOUT �, LtNLESS NOTED OTHER WISE. USE MOISTURE RESISTANT WALL BOARD AND CEILING BOARD IN M AREAS AS PER THE MANUFACTURER SPECIFICATIONS. 6. LOW WAII 7. SINK PER OWNER SPECIFICATIONS S. 6" PLUMBING WALL 9. ACRYLIC TUB W/ SHOWER HEAD AT 78" PLATFORM WITH CERAMIC TILE WAINSCOAT 84" ABOVE DRAIN INLET. TWO COATS OF PORTLAND CEMENT PLASTER AND FELT AT ALL ADJACENT WALLS. A MINIMUM 12" ACCESS PANEL TO BATH TUB TRAP CONNECTION IS REQUIRED (UPC 405.2) 10. ALL INSULATION MATERIALS SHAD, HAVE A FIB SPREAD NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. UBC 2602.3 It 30'X30" ATM ACCESS WN. (PROVIDED FAU MAY PASS THROUGH) WaH 30" MIN. CLEAR HEAD ROOM. PROVIDE LIGHT SWITCH, 110V AND 24" WIDE SOLID FLOORING TO FAU 12. COUNTER TOP - SEE iNTLWOR ELEVATIONS FOR HEIGHT AND WIDTH. 13. RECEPTACLE TO BE Gn PLACED 6" ABOVE COUNTER TOP. 14. WATER CLOSET (MAX 1.6 GALLONS PER FLUSH.) 15. WN50" ACRYUTC TUB WITH SHOWER TO 76" A.F.F. 16. REASSESSED MEDICINE CABINET 17. HEAT REGISTER. (F.A. U UNIT MM BE CHECKED BY ELECTRICAL CONTRACTOR TO SEE IF EXISTING UNLIT WELL SERVICE NEW SQUARE FOOTAGE.) 18. FLOOR MATERIAL CHANGE CARPET TO THE PLAN LEGEND s sixcLE Porgy svmrcx St nover.E pow sWIrcx Ss TRIPLE POLE sWrrcx CS xacEssgn nuoxEscErrr ucrrr FncrvRE CC xEcgssan FLaroxsscsrrr uGxr FIXTURE w/ saHnvsT Fnx, sWrrcHsn sapaxATEt.Y Q SURFACE MOUNTED LIGHT FIXTURE Y� SURFACE MOUNTED LIGHT in(TURE � 1I/ CEQIING FAN. SEPARATE SWITCH DOUBLE RECEPTACLE SMOKE DETECTOR �q� TELEPHONE OUTILT DOOR BELL � V.P. VAPOR PROOF W. P. WATER PROOF NOTES: GENERAL LIGHTING AT KITCHEN AND.,, BATHS TO BE PER PLAN AND FIRST LIGHT SWITCHED WHEN ENTERING THE ROOM. ALL. FLUSH CANS TO BE RECESSED WITH BLACK BAFFLE AND WHITE BEAUTY TRIM. GROUND MAIN SERVICE TO 20- FOOT UPER OR DRIVEN GROUND WITH BOND TO COLD WATER PIPING AND GAS PIPING. ALSO, BOND SUB PANELS TO GAS AND WATER PIPING. SECTION 250-80 NEC. FIXED APPLAANCES ARE REQUIRED TO BE SECURELY FASTENED IN PL ACK UMCM 304.4. PROVIDE SEISMIC ANCHORAGE OF APPLIANCES PER UNC 304.4 DRYER BENT SHALL HAVE A BACK DRAFT DAMPER UMC 504.3 A MINIMUM 12" ACCESS PANEL TO BATHTUB TRAP CONNECTION IS REQUIRED. UPC 405.2 HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT MOPS AND BE F n ALL INSULATION MATERIALS SHALL, HAVE A FLAME imia NO TO EED 25 AND A SMOKE DENSITY M NIMN ROAD - TWTW - CA h► W780 TEL (714) 666-0072 Z z 0 4 f4% NJ cy Z Flaq ■ pq 06 Cs SEP 2 9 200 Y � Y �i REVISIONS DATE REVISION TYPE 5 27 03 PLANNING DEPART. CORRECTIONS i 0, "l db . �e JOB NUMBER: MA --0063 ISSUE .DA TE. 415f 03 PLOT 3A ?'.': 5r�25/03 SCALE`: 114'" � � ' _ 0» SHEET NUMBER Am 3 PLANNING DEPARTMENT NOTES_ ]SEE1DENOTES FLOOR PLAN NOTES ITEMS BELOW. ( EXIST. ) ( E)CIST. ) ( EXIST. ) mi ow Tal ' 16 A A 0 !�i T I d F's I I EXISTING DWELLING NEW PORPOSED CONSTRUCTION EXISTING ROOF & MATERIAL w' co ALL NEW WINDOWS TO MATCH EXISTING WINDOWS. ALL EXTERIOR WINDOW FRAMES TO BE WHITE VINYL. CITY NOTES: PROVIDE (2) TWO LAYERS OF GRADE "D" MINIMUM PAPER UNDER STUCCO WHERE WOOD SHEATHING OCCURS. 1. ROOF COVERING: TIMBERLINE 30 SHINGLES SHADOW ACCENT. ICBO: ER--5546 CLASS "A" FIRE RETARDING (TYP. ALL NEW CONSTRUCTION) 2. ROOF OVER HANG: 12" (TYP. ) 3. EXTERIOR WALLS: 3 COAT EXTERIOR PLASTER WITH LIGHT SAND FINISHED. COLOR TO MATCH EXISTING STUCCO. REFER TO STUCCO NOTES ON SHEET A--5 4. GUTTER AND DOWN SPOUT: 2"X3" GALV. SHEET METAL. 5. GALV. METAL LOUVERED COMBUSTION AIR VENT. W/ 1/4" SCREEN. 6. FACIA PER OWNER. MINIMUM 8" WIDE. 7. EXISTING DOOR / WINDOW SEE SHEET A-1 AND A-2 FOR NEW WINDOW SIZES. 8. EXTERIOR WALL MOUNTED LIGHT FIXTURE 9. BUILDING ADDRESS SHALL BE PROVIDED ON THE HOME IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. UBC 502 10. REQUIRED VENTILATION. REFER TO THE ATTIC NOTES AND VENTILATION REQUIREMENTS ON SHEET AD2 11. "CALIFORNIA" DOUBLE FRAMING AREAS PROVIDE OPENING INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION PER UBC 1505.3 IF "CALIFORNIA" DOUBLE FRAME AREA HAS MORE THAN 30" IN HEADROOM PROVIDE A 22"X30" ACCESS THROUGH MAIN ROOF SHEATHING. VERIFY RIGHTS AT JOB ISTE. 12. ALL BOX COLUMNS AND POR--OUTS SHALL REMAIN OPEN AT TOP PLATE LINE TO ALLOW FOR VENTILATION. PLASTER NOTES SCRATCH COAT: 1. MAINTAIN THIS SAND/CEMENT RATIO: 3 PARTS SAND TO 1 PART CEMENT. BROWN COAT. I. MAINTAIN THIS SAND/CEMENT RATIO: 3--1/2 FARTS SAND TO 1 PART CEMENT. SAND SPECIFICATIONS: 1. CLEAN, WASHED PLASTER SAND ONLY. CEMENT SPECIFICATIONS: 1. PORTLAND CEMENT TYPE 11 LATH AND STUCCO WEATHERPROOFING SYSTEM: 1. PROVIDE SOLID BACKING AND GRADE ICE & WATER SHIELD AT ALL WALL PENETRATIONS, INSIDE, BUILDING CORNERS, POT SHELVES, ETC. INSPECT TO VERIFY THESE REQUIREMENTS. 2. AT ALL OPEN STUD WALL CONDITIONS, INSTALL LINE WIRE BEHIND .MOIST -STOP WINDOW AND DOOR FLASHING PAPER. PROVIDE BACKING FOR THE INTERFACE OF 60 MIN. GRADE "D" PAPER AND MOIST --STOP. INSPECT TO VERIFY THESE THESE CONDITIONS. 3. AT ALL HORIZONTAL BUILDING PROJECTIONS. - IN THE FOLLOWING SEQUENCE: FOUR (4") INCHES FROM THE EXTERIOR OF THE BUILDING PLANE INSTALL: A. ONE LAYER OF GRADE ICE & WATER SHIELD WITH CONCRETE BACKING. B. ONE LAYER OF GRADE "D" 60 MINUTE WATER RESISTIVE LATH PAPER. 4. INSTALL THE FOLLOWING METAL FLASHING AND VENTS (IF APPLICABLE BUILDING CONDITIONS EXIST.) A. INSTALL "K-LATH" AT ENCLOSED SOFFITS GREATER THAN 36" IN LENGTH OR WIDTH. B. INSTALL SPRAY RIB LATH AT UNDERSIDE OF SOFFIT WITH JOIST SPACING OF 16" OR LESS. C. INSTALL 3/4" FRY REGLET CHANNEL OR SUPERIOR REGULATE CHANNEL SCREED AT OUTSIDE EDGE OF BUILDING CANTILEVERS. 5. INSTALL LINE WIRE AND PULL TAUGHT. 6. WRAP BUILDING EXTERIOR WITH 1 LAYER OF GRADE "D" 60 MINUTE WATER RESISTIVE PAPER. STAGGER THE HORIZONTAL RUNS OF BUILDING PAPER AT INSIDE AND OUTSIDE BUILDING CORNER OVERLAP PAPER RUNNING TO THE NEXT STUD AND OUTSIDE BUILDING CORNERS. PROVIDE 6" HORIZONTAL ALT AT ALL FIELD BREAKS. OVERLAP 3" MINIMUM FOR ALL HORIZONTAL SEAMS. OVER LAP 6" MINIMUM FOR ALL VERTICAL SEAMS. �atZuy &Associates ARCHITECTURAL, PLANNING & ENGINEERING FIRM 120 NISSON ROAD N TUSTIN N CA - 92780 TEL (714) 356-4529 FAX (714) 665-0072 www.wmatiuvocs.com N w H H N ■ W z W 0 w 0.4 n a a z a FASTEN ALL LATH PER NAILING SCHEDULE USING REVISIONS HAND DRIVEN 1-1/2" GALVANIZED FURRING NAILS. INSPECT ALL OPEN STUD WALLS FROM INSIDE TO LOCATE ALL BREAKS IN WATER RESISTIVE �� �� � �TT� TQ AT ��'n� 1 L V 1 1 1 Y REVISION PAPER PRIOR TO INSULATION. REPAIR BREAKS .[- IN PAPER USING TOP 2000 CAULKING. 5/27/03 PLANNING DEPART. CORRECTIONS APPLY 3/8" SCRATCH COAT. ALLOW SCRATCH COAT TO CURE FOR 48 HOURS. APPLY 3/4" BROWN COAT. ALLOW BROWN COAT TO CURE FOR SEVEN (7) CONSECUTIVE DAYS. WATER BROWN COAT EVERY OTHER DAY. TWO LAYERS OF GRADE "D" PAPER IS REQUIRED UNDER STUCCO APPLIED OVER WOOD SHEATHING (SHEAR WALLS) AND AT ALL TIGHT RAKE WALL CONNECTIONS. JOB NUMBER: FA A►-0063 ISSUE DATE: 4/10/03 PLOT DATE: 0/26/03 SCALE: 1 /4"m 1 °-0" SHEET NUMBER PLANNING DEPARTMENT NOTES: ALL NEW WINDOWS TO MATCH EXISTING WINDOWS. FLOOR PLAN NOTES DENOTES FLOOR PLAN NOTES SEE ITEMS BELOW. ALL EXTERIOR WINDOW FRAMES TO BE WHITE VINYL. CITY NOTES: PROVIDE (2) TWO LAYERS OF GRADE "D" MINIMUM PAPER UNDER STUCCO WHERE WOOD SHEATHING OCCURS. I H ELEVATION 1. ROOF COVERING: TIMBERLINE 30 SHINGLES SHADOW ACCENT. ICBO: ER--6546 CLASS "A" FIRE RETARDING (TYP. ALL NEW CONSTRUCTION). 2. ROOF OVER HANG: 12" (TYP. ) 3. EXTERIOR WALLS: 3 COAT EXTERIOR PLASTER WITH LIGHT SAND FINISHED. COLOR TO MATCH EXISTING STUCCO. REFER T0. STUCCO NOTES ON SHEET A--5 4. GUTTER AND DOWN SPOUT: 2'13" GALV. SHEET METAL. 5. GALV. METAL LOUVERED COMBUSTION AIR VENT. W/ 1/4" SCREEN. 6. FACIA PER OWNER. MINIMUM 8" WIDE, 7. EXISTING DOOR / WINDOW SEE SHEETS A-1 AND A--2 FOR NEW WINDOW SIZES. S. EXTERIOR WALL MOUNTED LIGHT FIXTURE 9. BUILDING ADDRESS SHALL BE PROVIDED ON THE HOME IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. UBC 502 10. REQUIRED VENTILATION. REFER TO THE ATTIC NOTES AND VENTILATION REQUIREMENTS ON SHEET AD2 11. "CALIFORNIA" DOUBLE FRAMING AREAS PROVIDE OPENING INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION PER UBC 1505.3 IF "CALIFORNIA" DOUBLE FRAME AREA HAS MORE THAN 30"' IN HEADROOM PROVIDE A 22"X30" ACCESS THROUGH MAIN ROOF SHEATHING. VERIFY HIGHTS AT JOB ISTE. 12. ALL BOX COLUMNS AND POR—OUTS SHALL REMAIN OPEN AT TOP PLATE LINE TO ALLOW FOR VENTILATION. ARCHITECTURAL NOTES FLASH AND COUNTER FLASH ALL ROOF TO WALL CONDITIONS PER ROOFING MANUFACTURER'S INSTRUCTIONS. FLASHING AND COUNTER FLASHING EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN U.B.C. 97 SECTION 1402 AND WHEN APPLIED OVER WOOD BASE SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE D PAPER. ALL ROOFING NAILS SHALL BE GALVANIZED. ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE OF ALL ROOFS. EXTERIOR WALL COVERINGS SHALL COMPLY WITH U.B.C. 97 CHAPTER 23 SECTION 2320. EXTERIOR LATH / PLASTER SHALL COMPLY WITH U.B.C. 97 SECTION 2506. PAINTING: APPLICATION OF PAINT OR OTHER COATINGS SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER. KNOTS AND RESINOUS WOOD REQUIRING PAINT SHALL BE SEALED WITH A PREPARED KNOT SEALER OR ALUMINIMU PAINT PRIOR TO ANY PRIMING. NAIL HOLES AND CRACKS SHALL BE BILLED WITH PUTTY. EXPOSED GALVANIZED SHEET METAL SHALL BE PAINTED ( PRE PAINT WHEN ADJACENT TO OR WITHIN INTEGRAL COLOR PLASTER SURFACES.) PAINTER TO PROVIDE WEATHER SEAL CAULKING AT ALL APPLICABLE LOCATIONS PER INDUSTRY STANDARDS. LMM.at2zuy & Associates ARCHITECTURAL, PLANNING & ENGINEERING FIRM 120 NISSON ROAD N TUSTIN N CA N 92780 TEL (714) 356--4529 FAX 714) 665-0072 www.wmatzuv*cs.com N w H H 0 M N a z a H um uj J ,�s.. a A ,S REVISIOi\4S DATE REVISION TYPE Q 5 27ZO3 PLANNING DEPART. CORRECTIONS 815103 B.D. FLAN CHECK CORRECTIONS Q JOB NUMBER. IAA-0063 ISSUE DATE: 4/10/03 PLOT DATE: 8/5/03 SCALE: 7 /wImi'-o" Aw5 ROOF 1 /4" CORROSION --RESISTANT METAL MESH STAPLED SHEATHING ® BLOCKINGE TO BACK OF 2X BLOCK 1 2X STUD WALL ROOF SHINGLES " . I STUCCO OVER METAL SEE PLASTER NOTES (3) 2 1 /2" DIAMETER HOLESp PER BLOCK C1 SHEAR ASTRUCTURAL PLANS "� �" "" 2X STUD WALL REFER TO ROOF N 26 GALV. GRIP VA MIN. 12 WIDE S a. 2X6 LADI FLAT SOLID BLOCKING 2"X14"X14--1 /2" EXT. FINISH & 2 LAYERS OF BLDG. PAPER WHERE HEAR PER PLAN Vnq PLYWOOD SHT'G IF REQ'D. SEE STRUCT. PLAN zy RAIN GUTTER SEE UTILITY PLAN I i I CORROSION RESISTAN METAL Z—BAR FLASH OVER PAN FLASHING MINIMUM BLOCK G OCCURS. (UBC 2506.4 GALVANIZED M TAL _ BED. PAPER WHERE OCCU S MOUNTED H GH TO i~'� �G` i I a Q J 1X6 CURB EQ. EQ. EQ. DRIP SCREED.TYP.) 1 2 GYP. BOARD 5 6 TP�,` E � � VER METAL LATH + ,4 U.B.C. SEC. 2506.4} , w�• TO REPLACE OPTIO w �}'�� �' > ro���•>::?>���• STARTER STRIP _' ` ~` Y` R •a.A..•w.� �'-'OAT AL ` ROOF MATERIAL OVE PAN FLA5HlN QV R G E X GYP. BOARD AT HR. ppA� HEADER � 4, PROVIDE SOLID BLOCKING THE FULL WIDTH OF THE' � r ,., � , 1 X SOLID 5HEATHIN p.w f}�t >n:.• OVER A.0 t OVERHANGS (0 �? �,, ' k ll-V '' T.j atZU. �" tic. A.SSC?Clat�E'S rGARAGE I W I 1 9 q ROOFING FELT OVER ROOF SHEATHING PAN FLASHING P PER MANUF. SPECS. ELASTOMERlC MEMBR NE ,4 LJ PER STRUCTURAL PLAN INSULATION SEE SHEET A--2 EXTERIOR GRADE W000 WOOD DOOR AND FRAME. FLASHING STRIP.. BUILDING PAPER OVER Y"''�` �,, NAILING FINISH OVER FLASHING MATERIAL. :' '•. k - SEAL NAILING FINISH Q eve TO FLASHING MATERIAL. . y,a a.4 t,,,t„�;:�,4 2X STUD WALL ..,� PER PLAN „' �� :,Ys. 1�2 »GYP. BOARD ' (/8 TYPE X G `' f BOARD ®1 HR. C EXT. FINISH & 2 L ARCHITECTURA14 120 NISSON D. PLANNING ROAD N TUSTIN TEL (714) www: atzu & ENGINEERING FIRM M CA N 92780 665-0072 *cs.com » BY ROOF MAN '' 1 AT TERMINATIONul 2X STUD WALL PER PLAN 1 /4 MINIMUM SEALANT OR REFER TO TITLE 24 I OF BLDG. PAPER 7 �� OCCURS (UBC 250 I OF BLDG. PAPER RE 4 E ,z I ELEVA110N SECTION REQUIREMENTS. "GYP. } 1 �---- I NO NAILS TO PENETR THE PAN FLASHING. " THE 1 RETURN MUST TE NOT 1. TYPICAL ATTIC -- 1 VENT BLOCK AT EVERY THIRD BAY I 1� BQARO ( 8" TYPE X GYP. B ARO C� 1 HR. CONO.} • NOTES: ; MINIMUM ROOF SLO ° TO BE 4:12 E 1 BE DEFORMED. 2. SLOPING CEILING -- 1 VENT BLOCK AT EACH BAY RESAWN EXT. GRA PLYWOOD MAY R BE SEE NOTES FOR VENTILATION REQUIREMENTS SUSTITUTED FOR S BOARD. RTER ... ROOF FLASH,ING 18 2X VENT BLOCK\S.� 1 XTERIOR DOOR.. AND FRAM 8 WINDOW SILL JAMB. 6 FLASHING, AT EAVE 1 CEILING JOIST OR BOTTOM CHORD OF 2 X STUD WALL iPER PLAN PLYWOOD SHEATHING F IN 0 1 R00 COVERING ARCH. PLANS PER STRUCT. PLANS SEE RC L S 36" WIDE 30 lb. SWEAT TRUSS (SEE PLAN) .....— PLYWOOD 5HT'G IF f � REQ D. SEE STRUCT. PLAN EXT. FINISH & 2 LAYERS F r� 26 GA. VALLEY FLASHING W/ SHEET UNDER FLASHING L`s�1 CRIMPED EDGES CONTINUOUS � 2X BLOCKING PC LD. PAPER WHERE OCCU U.B.C. SEC. 2506.4) S UNDERLAYMENT 0/ VALLEY SEALANT (TYP.) FLASHING (30 lb. A.S.T.M. REMOVABLE GYP. BOARD PANEL 4 2)-2X6 WOOD LANT—ON FELT MIN.) NOTES: FRAMING MEMBERS SEE { PROVIDE NAILING AND WIND CLIPS ® FRAMING PLAN} PER MANUF. RECOMENDATIONS. CASING BEAD CCREED IZED MTL. DRIP NO PENETRATION TO OCCUR C4 {TYP _ MOLD PLASTER STOP (IF REQ'D} THRU FALSHfNG PAN. TYL...}SUPPORT ANGLE KnlX4 WOOD TRIM GARAGE DOOR 1 GYP. BOARD PER ONWER WINDOW WINDOW CEELING 4' q�',,DGTYP. BOR GYP.OPENING OPENING ATTIC OPENING 30" MAX. BLOCK AND NAIL ALL DEGES R0 1 HR. COND.) GARAGE HDR. VNQ PER STRUCT. PLAN-- INSULTION ` 1 / » 1 /2 FLASHING PAN 1. FRAMING 2. BOTTOM FLASHING - RE • XxxxxxxxxxxXI/xxxxxxxxx 1 ATTIC ACCESS 14 GARAGE DOOR AND FRAME 9 FLASHING AT VALLEY 2 2X ROOF RAFTER PER PLAN 1/2" BOARD GAL. METAL ■uj CEILING JOIST PER STRUCT. PLAN f�GYP. (5/8 TYPE X GYP. BOARD ® 1 HR. COND.) WlNOOW RIDGE FLASHING COBRA RIDGE U) v4lqAT ACOUSTICAL SEALANT ALL PENETRATIONS MINIMUM 1 /4""`.' AIR GAP BETWEEN INSULATION OPENING VENT OR EQUAL ROOF MATERIAL THROUGH GYPSUM BOARD. CUT OVER SIZED CEILING JOIST AND TOP PLATES 1 2X STUD WALL .� PER PLAN ROOFING UNDERLAYMEN HOL,� TO ACCOMMODATE 1 /4BEAD OF CAULKING. STRUCTURAL 2--2X TOP PLATES 4' �¢ SHEAR WALL PER PLAN OVER PLYWOOD SHT'G. RIDGE OR 2X BLOK'G ® 1 / „GYP. BOARD 5 8 TYPE X GYP. 2X NON BR G STUD WALL 7/8 STUCCO PER STRUCT. PLANS ROOF RAFTER C4 ARD 0 1 HR. COND.) ACOUSTICAL SEALANT � 1�2" GYP. BOARD 8" TYPE "X" GYP. CONTINUOUS SHEET MTL. PER STRUCT. PLAN .., BETWEEN FRAMING MEMBERS {1_/4" BEAD ARD C�3 1 HR. COND.} a WEEP SCREED 3. SIDE FLASHING 4. WINDOW INSTALLATION NOTES: .. ALL AROUND) "' I (� =I (I-- � FOOTING AND SLAB PER FOUNDATION PLAN THIS DETAIL SHOWS GE CONSTRUCTION. REFER L PERSSTRUCT PLANS } { I�==1 I ff i I—.- 4 I i I » MlNIMUIvI OF 2 CLEAN WATERPROOFING AND INSTALLATION DETAILS MANUFACTURER SPECIFI E ■ �S. SAND UNDER SLAB 2% SLOPE FOR DRAIN NOTES:ALL PENETRATIONS TO BE FILLED WITH NELSON TYPE FPS PUTTY ASTM E814 AND i =I II I — I.__. FINISHED GRADE P.T.D.F. l � W UL WL1005..ADD FIBER TO MAINTAINREQUIRED SOUND NATURAL SOIL O � 2 PIPE INSULATIOIN IF REQD 00LING JOIST @ NON-BR'G W P SCREED AT EXTERIOR WA FLAHSING AT RIDGE 3 z€ f 'M'fi° ' Irv' g r s' g M1" ,•`"yfiA�1 w, � ROOF MATERIAL 6 5 1 FLOOR COVERING DRYWALL FINIS PER PLAN SEE ARCH. PLANS 030 POUND ASPHALT ` "—" PER PLAN T&G PLYWOOD ,� SHEATH PER STRUCT. PLANSRp— FLOOR JOIST PER STRUCT. PLANS l j � 2X STUD PER PL ®STU S ED 5. TOP FLASHING 6. BLDG. PAPER SATURATED ROOFING UNDERLAYMENT INVERTED CAP ,....:: , . 26 GA. GALV. � + .y .a....�.�......� ��„� � SHEET GAL. METAL �,,� �-��-"°�• �~ DRIP METAL �- (. £, ;x j� #4 . pip _ UPER JUMBO--TEX "60" MIN. BLDG. PAPER 4,�� 2X FACIA I�.� �.' SEE ARCH. PLANS INSU9 ATION 1 �,2', GYP. BOARD f STUCCO FINSIH ® PER PLAN & NOTES 4 Ik 3 1X SOLID SHEATHING AT OVERHAND 8 TYPE X GYP. BOARD 0 1 HR. COND.} PRESSURE TREATED (� I :: 2X4 f OOKOUTS (FLAT) OOUGLAS FIR Vkt�QQy t�FLANG NOTES: � 24 o.c. AT� 6Q o cX CR PAT 9 ®POLYCOAT DECKING MATERIAL ALL WINDOW FLASHING TO BE MOIST BY FORTIFIBER OR APPROVED EQUAL 12" WIDE. Ik;'ZK �' II SUPPORT AT RAKE If:. ENDS. _. /�..�... _. -v T— G.I. FLASHING I`4�k OVER BITUTHANE ALL BUILDING PAPER TO BE SUPER JUMBO—TEX BY FORTIBER OR EQUAL APPROVED BOARD QUAL. "` `��. II TYPE X GYP. 2 NOTES: DECK SHT'G EE NOTES 1—FRAMING: WHERE THE OPENING OCCURS IN A WALL WITHOUT EXTERIOR PLYWOOD S THE BLOCKING MEMBERS: 0 1 HR. COND. ) E Ili ROOF RAFTER PER STRUCT. PLAN WEEP SCREED T INSTALLED BY R FRAMING (�` CEILING JOIST PER UBC SEC 06.5 MINIMUM A SHOULD BE INSTALLED AS NECESSARY TO SUPPORT THE OUTSIDE EDGES OF SIDE NOTES: FLASHING. II ; PER STRUCT. PLAN EXT. FINISH & 2 Imo! VETICAL A CHMENT FLANGE FLOOR 3--1 /2" ALL BE PROVIDED AND SHT'G B—INSTALL APPROXIMATELY 16» ox. BLOCKING MAY BE OMITTED WHEN EDGES OF SI ARE SUPPORTED. E FLASHING MINIMUM ROOF SLOPE � LAYERS TO BE 4:12 OF BLDG. PAPER WHERE 4" VE THE EARTH OR 2" ABOVE 2—BOTTOM FLASHING: APPLY THE FIRST STRIP OF FLASHING HORIZONTALLY TIGHT TO THE BOTTOM RESAWN EXT. GRADE OCCURS (U.B.C. SEC. 250 PLYWOODMAYBE .4) REVISIONS SIDE VIEW SIDE VIEW 0 AREAS AND ALLOW TRAPPED ATER TO DRAIN TO EXTERIOR OF BLDG. OF THE WINDOW OPENING. EXTEND FLASHING GREATER THAN 12" PAST THE SIDES OPENING AND ATTACH TO THE NEXT AVAILABLE STUD. FASTEN ONLY THE TOP EDGE F THE OF THE SO THAT SUBSEQUENT BOARD. ED FOR STARTER BOARD. _LAYERS OF BUILDING PAPER MAY BE LAPPED UNDER (SHINGLED.) 3 INSTALL THE TOW SIDE FLASHING STRIPS VERTICAL, TIGHT TO THE SIDES OF THE WI `, q REVISION DATE REV ! S I O N TYPE Q FLOORASSEMBLY 1 WEEP SCREED 'AT DECK 11 DOW ENI . SHING AT RAKE WALL 4 -maw vow x la maw--- __N SIMPSON CS16 EXTEND FLASHING ABOVE THE TOP AND BELOW THE BOTTOM OF THE OPENING FOR EQUAL TO AT LEAST THE WIDTH OF THE FLASHING STRIP. THE BOTTOM OF THE VE TICAL SIDE STRAP 1 AT TOP 1 /3 OF TANK Kfl APPROVED MANUFACTURED TUB STRIPS SHOULD LAP OVER THE BOTTOM OF THE HORIZONTAL STRIP AND SHOULD N T BE NAILED 7 1-1 /2 -- » 2 SO THAT SUBSEQUENT LAYERS OF BUILDING PAPER MAY BE LAPPED UNDER (SHIN 2X STUD WALL LED). PER PLAN 2X4 LEDGER TO GYP BOARD ff 1-`1 ® SEALANT ®JOINT PLY fl00 SHT'G {F o o (2)--STUDS W/ 3 8"X3" LAG AT LPL' {PER PLAN WOOD MIN' � BULL NOSE CERAMIC TILE TYP. 4--INSTALL THE WINDOW BY FIRMLY PRESSING THE NAIL FLANGE ONTO A CONTINUOUS, BEAD OF COMPATIBLE SEALANT EXTENDING AROUND THE BOTTOM ANO SIDES OFT � FULL CONTACT REQ�O. SEE STRUCT. PLA OPENING/ ��.•'� EXT. FINISH & 2 LAYERS F gp HANDRAIL BUT NOT AT TH TOP. TH N T NAI I T P E E WINDOW CAN THAN BE RUED AND LED INTO LACE I' � PER MANUF.gfl-- BLD. PAPER EACH STUD WHERE OCCU S— SIMPSON CS16 STRAP99� 3 AT BOT. 1 /3 OF TANK WALL BRACKET AND ANCHORS PER MANUF. SNP DRAWINGS z TEMPERED GLASS SHOWER p�Q�_ ® ENCLOSURE INSTALLED PER C�'I-- MFGR: SPECIFICATIONS AND DETAILS. S--INSTALL THE OP FLASHING TRIP HORIZONTAL OVER THE TOP NAILING THE F T S VE E E LANG ' ` h VER METAL LATH ': I _ FU.B.C. SEC. 2506.4) R TH PROVIDE PRESS : •: i q, E U SOLID. BLOCKING ®THE FULL WIDTH Q 4 4X BACKIN AT BRACKETS WJ MIN. {4I 16d NAILS AT 2X� CRIPPLE STUDS 0 BOTTOM EDGE OF THE FLASHING INTO A CONTINUOUS FULL CONTACT BEAD OF SEA FULL HEIGHT OF THE OUTSIDE FACE OF THE NAILING FLANGE FOR A WATER TIGHT I ANT ON TH OF THE STALLATIO FLASHING STRIP. 2"X2" ANGLE IRON TO 4, „ EACH SIDE OF 2X STUD N 16 o.c. EXTEND THE ENDS OF THE TOP FLASHING STRIP SO THAT IT AT LEAST OVERLAPS 4, HE OUTER BUILDING PAPER OVER 9NNAILING (2)--STUDS W/ 3/8 X3 2X STUD WALL v� 2X TOP & BOT. EDGES OF THE SIDE FLASHING STRIPS. .'��. FINISH OVER LAG AT EACH STUD PER PLAN �, 17� L� _ FLASHING MATERIAL. 4' 1--1 /2" ANGLE SLIP FIT > m Q PLATE (P.T.D.F.) HOT MOPPED MEMBRANE 6--STARTING AT THE BOTTOM OF THE WALL, INSTALL THE WATERPROOF BUILDING PAP FASHION UP THE WALL. THE LAYER WHICH FALLS AT THE BOTTOM OF THE WINDOW f> " g SEAL NAILING FINISH INS SHIN : j TO FLASHING MATERIAL. PENING SHOULD — 1 4 MINIMUM SEALANT �} JOB NUMBER- M A-- 006 3 OVER H & C TAPS OR P.V.C. SHOWER PAN LINER BE LAPPED UNDER THE BOTTOM FLASHING. SUCCESSIVE LAYERS OF BUILDING PAPS I SHOULD LAP QR REFER TO TITLE 24 ISSUE DATE: 4 %25 03 » 1 /4 BOLT RADIUS z CERAMIC TILE O APPROVED _ / WATER RESIST. SACKER BOARD OVER THE SIDE NAILING FLANGES. n REQUIREMENTS. YPE OXAR GYP. V��',,DGTYP . B 0 PLOT DATE: ` 4 27 03 CUT CRADLE GLUE AND PL RW, % SCREW TO 2X4 LEDGER NOTES: I LINE :: E Rc� 1 HR. CON D.) SCALE- NOT TO SCALE PROVIDE BOLT TO CINCH STRAP REFER TO HANDRAIL MANUFACTURER S SHOP a � PAPER BACKED METAL LATH SHEET NUMBER DRAWINGS FOR HANDRAIL TOP VIEW COMPONENTS AND INSTAL-- 00 r LATION REQUIREMENTS. STRAP CATER HEATER S � D RAIL CONNECTION TO WA CZ TUB SHOWER ENCLOSURE 12 r'\ WINDOW FLASH I­7 A AMB 5 GENERAL NOTES ARCHITECTURAL NOTES (cont.) ARCHITECTURAL NOTES (cont.) CONTRACTOR SHALL VERIFY All DIMENSIONS, ELEVATIONS AND WALL FRAMG.o DOOR SCHEDULE SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY MATZUY AND ASSOCIATES IMMEDIATELY OF ANY DISCREPANCIES. SIZE. STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF BUILDINGS NOT MORE THAN TWO STORIES IN HEIGHT SHALL BE NOT LESS ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS THAN 2" X 4" IN SIZE. FOR THREE—STORY BUILDINGS SUCH STUDS SHALL 0 ��"`M�`�`�`�"DOOR SCHEDULE OF THE WORKING DRAWINGS AND NOT BE LESS THAN 3" X 4" OR 2" BY 6" TO THE BOTTOM OF THE SECOND AND 2" X 4" FOR THE TWO UPPER STORIES, INTERIOR SIM MR RNMAPM BROUGHT TO THE ATTENTION OF �HOR SPECIFICATIONS SHALL BE FLOOR JOISTS E ARCHITECT BEFORE 0 . MAY BE FRAMED WITH 2" X 4" STUDS. WITH ANY WORK NON —BEARING PARTITIONS 4OX70 HOLLOW INTERIOR CLOSET DOOR atzuy & Assoclate,sj COMPLY WITH ALL APPLICABLE CODES, I REGULATIONS, ORDINANCES HEIGHT: UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING THE 2 3OX70______!, HOLLOW INTERIOR CLOSET DOOR ARCHITECTURAL, PLANNING & ENGINEERING FIRM MAXIMUM ALLOWABLE HEIGHT FOR NON —BEARING STUDS SHALL BE 14 FEET 120 NISSON ROAD - TUSTIN - CA - 92780 AND OTHER REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR 2" X 4" STUDS, AND 20 FEET FOR 2" X 6". REFER TO ENGINEER'S 3 26X70 FRENCH EXTERIOR TEMP. DOOR TEL (714) 665-0072 OF THE WORK CALCULATIONS FOR ANY "BALLOON FRAMED" BEARING WALLS MORE THAN wwwwmatzuv*cs.com 10'-0" IN HEIGHT. 4 3OX70 pAIR OF FRENCH EXFTRIOR TEMP. DOOR DO NOT IMPACT OR DECREASE ANY OF THE FOLLOWING: FIRE PERFORMANCE, ACOUSTICAL PERFORMANCE, ENERGY PERFORMANCE, SPACING: STUDS SUPPORTING FLOORS AND CEILING OR RAFTERS SHALL, BE OPERATIONAL LIFE, SAFETY FACTORS, OR ANY ASPECT OF THE SPACED NOT MORE THAN 16 INCHES. BUILDING DESIGN, ESTHETICS OR OTHERWISE. DO NOT DISTURB THE WORK OF OTHERS WITHOUT PRIOR APPROVAL CRIPPLE WALLS: CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE OR SHALL BE FRAMED OF SOLID SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE DOCUMENTS TO THE BUILDER / OWNER WHEN NECESSARY FOR FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. REVIEW. CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE TEMPORARY ERECTION BRACING OF ALL BEAMS, WALLS, ETC. TO PROVIDE FLOOR JOISTS (TRUSSES) STRUCTURAL STABILITY BRACING SHALL NOT BE REMOVED UNTIL THE COMPLETED STRUCTURE IS CAPABLE OF SUPPORTING EACH BEARING: EXCEPT WHERE JOISTS ARE SUPPORT ON A I" X 4" RIBBON STRIP TEMPORALLY BRACED ELEMENT FOR ITS FULL LOADING. AND NAILED TO THE ADJOINING STUD THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1 1/2 INCHES OF BEARING ON WOOD OR METAL IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR NOT LESS THAN 3 INCHES ON MASONRY. PROVIDE FULL BEARING TRANSITION DURING THE COURSE OF CONSTRUCTION TO VERIFY UNIFORM FOR TRANSFER OF POINT LOADS. SEE MANUFACTURERS DETAILS AND/OR DISTRIBUTION OF BUILDING MATERIALS ABOVE FRAMED FLOORS, STRUCTURAL ENGINEER OF RECORD RECOMMENDATIONS. BEAMS AND ROOFS TO PREVENT ANY DEFLECTION OF FRAMING MEMBERS. BLOCKING JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS DELIVER, HANDLE AND STORE MATERIALS IN STRICT ACCORDANCE ARE NAILED TO A HEADER AND OR RIM JOIST OR TO AN ADJOINING C) WITH THE MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS STUD OR BY OTHER APPROVED MEANS. SOLID BLOCKING SHALL BE NOT TO PROTECT FROM DAMAGE AND COORDINATE STORAGE WITH THE LESS THAN 2 INCHES NOMINAL IN THICKNESS AND THE FULL DEPTH OF OWNER. JOIST. PROVIDE FULL BEARING TRANSITION FOR TRANSFER OF POINT LOADS SEE MANUFACTURER'S DETAILS AND/OR STRUCTURAL ENGINEER OF RECORD REMOVE AND REPLACE WORK WHICH DOES NOT CONFORM TO RECOMMENDATIONS. THE REVIEWED AND APPROVED SET OF PLANS. NOTCHES AND HOLES: NOTCHES ON THE ENDS OF JOISTS SHALL NOT EVERY SLEEPING ROOM SHALL HAVE ONE OPERABLE WINDOW OR EXCEED 1/4 OF THE JOISTS DEPTH. HOLES BORED IN JOISTS SHALL NOT DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE THAT SHALL BE WITHIN 2 INCHES OF THE TOP OR THE BOTTOM OF THE JOIST, AND OPEN INTO A PUBLIC STREET, ALLEY, YARD OR EXIT COURT. THE THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 1/3 THE DEPTH EMERGENCY DOOR OR WINDOW SHALL BE OPERABLE FROM THE OF THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT INSIDE TO PROVIDE A FULL CLEAR OPENING OF AT LEAST 5t-7'f EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE SQUARE FEET. THIRD OF THE SPAN. LAPS: JOISTS FRAMING FROM OPPOSITE SIDES OF A BEAM, GIRDER OR PARTITION SHALL BE LAPPED AT LEAST 4 INCHES THE OPPOSING JOISTS ��� ARCHITECTURAL NOTES SHALL BE TIED TOGETHER IN AN APPROVED MANNER. FRAMING ANCHORS: JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER OR PARTITION SHALL BE SUPPORTED BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 X 4. FLASH AND COUNTER FLASH All ROOF TO WALL CONDITIONS PER ROOFING MANUFACTURER'S INSTRUCTIONS. ELECTRICAL NOTES FLASHING AND COUNTER FLASHING EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL DEFLATED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. PROVIDE G.F.I. AT EXTERIOR OUTLETS. GARAGE OUTLETS AND AT cy-D WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED OUTLETS LOCATED IN BATHS AND AS NOTED ELSEWHERE IN THE IN U.B.C. 97 SECTION 1402 AND WHEN APPLIED OVER WOOD BASE KITCHEN WITHIN 6" OF SINK 1402 AND WHEN APPLIED OVER WOOD BASE SHALL INCLUDE TWO EXTERIOR AND GARAGE OUTLETS SHALL HAVE WATER PROOF COVERS. LAYERS OF GRADE "D" PAPER. ALL EQUIPMENT INSTALLED OUT DOORS AND EXPOSED TO WEATHER SHALL BE WEATHER PROOF. ALL ROOFING NAILS SHALL BE GALVANIZED. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE THE ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER FLOOR. UNLESS CALLED OUT OTHERWISE ON THE PLANS AND / OR DRAINAGE OF ALL ROOFS. SUPERSEDE BY HANDICAP REQUIREMENTS. EXTERIOR WALL COVERINGS SHALL COMPLY WITH U.B.C. 1997 WALL SWITCHES TO BE 36" ABOVE FLOOR UNLESS OTHERWISE CALLED CHAPTER 23 SECTION 2320. OUT ON THE PLANS AND/OR TO MEET ANY HANDICAP REQUIREMENTS 0 EXTERIOR LATH / PLASTER SHALL COMPLY WITH U.B.C. 1997 ALL RECEPTACLES SHALL BE GROUNDED TYPE. SECTION 2506. FADITM INSTALL EXTERIOR LIGHT FIXTURES AT 76" ABOVE FINISHED FLOORS (AT SIDES AND REAR) OR ABOVE HEADER INSTALLED DECORATIVE _03 APPLICATION OF PAINT OR OTHER COATINGS SHALL BE IN STRICT LIGHTS AT 86" ABOVE FINISHED FLOOR AT ENTRY DOORS AND OTHER ACCORDANCE WITH THE MANUFACTURER. FRONT ELEVATION LOCATIONS. KNOTS AND RESINOUS WOOD REQUIRING PAINT SHALL BE SEALED REQUIRED SMOKE DETECTORS SHALL RECEIVE THE PRIMARY SERVED WITH A PREPARED KNOT SEALER OR ALUMINUM PAINT PRIOR TO FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A ANY PRIMING. BATERY BACKUP SYSTEM. THE DETECTOR SHALL EMIT A SIGNAL WHEN NAIL HOLES AND CRACKS SHALL BE BILLED WITH PUTTY EXPOSED THE BATTERIES ARE LOW. ALL WIRING SHALL BE PERMANENT AND GALVANIZED SHEET METAL SHALL BE PAINTED PRE PAINT WHEN WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQURIED FOR OVER CURRENT PROTECTION ADJACENT TO OR WITHIN INTEGRAL COLOR PLASTER SURFACE.) . PAINTER TO PROVIDE WEATHER SEAL CAULKING AT ALL APPLICABLE IN DWELLING UNITS, A DETECTOR SHALL BE INSTALLED IN EACH LOCATIONS PER INDUSTRY STANDARDS. SLEEPING ROOM AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. WHEN THE UNIT HAS MORE THAN ONE STORY AND IN DWELLINGS WITH BASEMENTS. A DETECTOR SHALL BE INSTALLED ON EACH STORY kA P. AND THE BASEMENT. qn 1,01, in" LUMBER SHALL BE MARKED AND CONFORM WITH THE STANDARD GRADING I AND DRESSING P.S. 20-70 OF THE WEST COAST LUMBER BUREAU. STUDS JOIST, RAFTERS, FOUNDATION PLATES OR SILL, PLANKING 2 INCHES WINDOW NOTES: OR MORE IN DEPTH, BEAMS, STRINGERS, POST, STRUCTURAL SHEATHING AND SIMILAR LOAD MEMBERS SHALL BE AT LEAST THE MINIMUM GRADES SET FORTH IN THE UNIFORM BUILDING CODE, APPLICABLE EDITION THE CURRENT STRUCTURAL ENGINEER CALCULATIONS AND PLANS. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE HEAD, JAMB AND SILL DETAILS INSULATION SPECIFICATIONS THAT ARE SPECIFIC TO THIS PROJECT. OWNER OR All EXPOSED BEAMS 4X OR LARGER ARE TO BE GRADE OF HEART CENTER BUILDER SHALL REVIEW AND APPROVE DETAILS FOR INSTALLATION. (FOHC). GLAZING SHALL COMPLY WITH U.B.C. CHAPTER 24 REQUIREMENTS REGARDING SIZES NOTED AND REFERENCED ARE NOMINAL SIZES. SEE PLANS FOR NET IDENTIFICATION, AREA, LIMITATIONS GLAZING SUPPORTS, SAFETY GLAZING SIZE WHERE SELECTED. SUPPORT, SAFETY GLAZING AND HINGED SHOWER DOORS. FOUNDATION PLATES OR SILLS AND SLEEPERS ON CONCRETE OR MASONRY WINDOW SUPPLIER SHALL VERIFY ALL REQUIRED SIZES, CLEARANCES AND SLAB, SUCH IS IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST LOCATION FOR LIGHT, VENTILATION, EGRESS AND SAFETY PRIOR TO WINDOW ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE PRESSURE TREATED INSTALLATION. WOOD OR FOUNDATION REDWOOD. MARKED OR BRANDED BY AN APPROVED AGENCY. SPECIAL CARE SHALL BE TAKEN AT THE SITE TO INSURE THAT WINDOW SEALS COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR AT MULLIONS AND MULLED WINDOWS ARE NOT DAMAGED. DECKS EXPOSED TO THE WEATHER OR TO WATER SPLASH OR IN BASEMENTS REVISIONS AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOOR UNLESS INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD LATEST EDITION AND SHALL BE CERTIFIED AND LABELED. DATE REVISION TYPE IS USED. THE PEDESTALS SHALL PROJECT AS LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8 INCHES ABOVE EXPOSED GROUND UNLESS THE COLUMNS OR POSTS DOOR NOTES WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. ROOF SHEAlUNG'. GARAGE DOOR OPENERS AND DOOR SPRINGS SHALL COMPLY WITH CALIFORNIA TITLE 24 REQUIREMENTS AND SHALL BE LABELED. 1X6 SHIPLAP STARTER BOARD AT ALL EXPOSED EAVES (RESAWN FACE DOWN DOOR STOPS OF IN —SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION SHALL BE STANDARD, 3 COMMON NO. 2, OR CONSTRUCTION COMMON GRADES. WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. GLUE FOR FLOOR SHEATHING SHALL CONFORM TO AMERICAN PLYWOOD ALL PIN —TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED ASSOCIATION SPEC. AFG-01. AREA WHEN THE DOOR CLOSES SHALL HAVE A NON —REMOVABLE HINGE PIN. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION. DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND JOB NUMBER: MA-0063 THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" LONG. BEAMS AND GIRDERS: DEAD BOLTS SHAM CONTAIN HARDENED INSERTS. ISSUE DA TE.' 41g 7/p 3 THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON WOOD SHALL HAVE FULL '" PLOT DATE. 412?/03 STRAIGHT DEAD BOLTS SHALLHAVE A MINIMUM THROW OF IAND EMBEDMENT BEARING AND BEARING SHALL BE COMPRISED OF ONE (1) SOLID SUPPORT SCALE: NO T TO SCAL OR A BUILT—UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNLESS OF NOT LESS THAN 5/8-. OTHERWISE SELECTED ON PLANS. SLIDING WINDOWS AND DOORS SHALL HAVE A LOCKING, DEVICE. PROVIDE 2 X 4 TEMPORARY BRACING TO ALL BEAMS PROJECTING 3'-0" SHEET NUMBER BEYOND BUILDING LINE TO PREVENT 'WARP. kici + r7 -i -i -ur JQP A ioo^rb;!n +in c 120 NISSON ROAD TUSTIN, CA 92780 TEL. (714) 356-4529 FAX (714) 665-0072 email: WMATZUY23@CS.COM w LL w CL 0 F- C/) 2 BLOCK AND NAIL W/ A-- 2X BLOCK ALL EDGES OF THE ROOF SHEATHING (HATCHED AREA ONLY) ST6224 AT TOP PLTE SPLICE ALL WOOD MEMBERS SHALL BE DOUGLAS FIR LARCH (DF) GRADE MARKED BY A SITE CONDITIONS BEFORE STARTING RECOGNIZED GRADING AGENCY (W.C.L.B.) WOOD GRADES (UNLESS NOTED OTHERWISE) (A) FOR HORIZONTAL MEMBERS: JOIST & RAFTERS - GRADE #2 BEAMS & STRINGERS - GRADE #1 (B) FOR VERTICAL MEMBERS: 2X4 STUDS - GRADE #2 2X6 STUDS & LARGER - GRADE #2 POST & TIMBERS - GRADE #1 UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23-11-B-1 ( U.B.C.) ROOF: 1/2" RATED EXTERIOR SHEATHING, 24/0 WITH 8d COMMON NAILS AT 6"o.c. AT SUPPORT'G EDGES AND BOUNDARIES, AND 12- AT FIELD. ALL PANEL EDGES UNBLOCKED. EXTERIOR GLUE. FLOOR: 3/4" RATED SHEATHING, PII 40/20, TONGUE AND GROOVE WITH 10d NAILS AT 6"o.c. AT SUPPORTING EDGES AND BOUNDARIES. 12" o.c. AT FIELD. ALL PANEL EDGES UNBLOCKED E 5 SD2 F 3-1/2"X9-1`/2" 101-0" 61 ro SD2 VETIMBER or STRAND LSL 00i 140 .... ..... ................... ................................ . ................................. ...... ........... 4X12 q. 7+t�K A tK FL. BM. ILL161 UNDER WALL ABV. G3 �S!32� -------- .... cr c:) r- 00000 SS16 FJ12 ................ N11-1 �+v :.FA:: ............ ............. w LL _j w (L aim 0 co Al 3-1 /2"X9-1 /2" CD 101 IYE TIMBER .......... DROP BM. STRAND LSL Cs. 0. .... . c*4 r- cjo toD u- DOUBLE FLOOR, JOIST UNDER SD2.-KIT FJ 2 2-2X4 ABOVE 021 ............. rErE 3'� (2 PLACES) 3� SD2 �Np� 0J tK SD2 L SD2 .. .. .... 461 HUS 412 or tK tK 4X12 4X12 8 )-on FJ 2 1 FL. FL. BM. X12 FL. BM' 6X12 UNDER WALL ABV. FL. BM. UNDER "19 amook'10111a ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURED TREATED DOUGLAS FIR. BOLTS SHALL BE PLACED 9" FROM THE END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS NOTED. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE A MINIMUM OF 2"X2"X3/16" PLATE WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2X (SAME WIDTH AS STUDS), UNLESS OTHERWISE NOTED. LAP 48" (MIN.) WITH NOT LESS THAN EIGHT 16d NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. U.N.O. FIRE BLOCKING AND BLOCKING WILL BE PROVIDED AT CONCEALED SPACES AT 10'-0"HORIZONTAL & 10'-0'VERTICAL DIMENSIONS. ALL CONNECTIONS BETWEEN WALLS, FLOORS, CEILINGS, STAIRS, LANDINGS AND ATTICS PER U.B.C. SECTION 708. 7"X14"2.0E sz PARALLAM PSL TOP OF BM. FLUSH WITH BOTTOM OF FLOOR JOIST. ............. -AR.. .............. ............. EXISTING —j EXISTING ROOF RAFTERS ROOF RAFTERS EXISTING DWELING CITY NOTES: THE SIZE OF RIDGE BOARD, VALLEY OR HIP MEMBER SHALL NOT BE LESS THAN THE CUT END OF THE DEPTH OF THE RAFTER. (2320.12.3) ROOF PURLINS SHALL BE SMALLER THAN THE RAFTER THEY SUPPORT. THE MAXIMUM SPAN FOR A 2X4 / 2X6 ROOF PURLIN IS 4/6 FEET. RESPECTIVELY. FOR PURLIN SUPPORTS PROVIDE STRUTS NOT SMALLER THAN 2X4 INCH WITH AN UNBRACED LENGTH NOT OVER 8'-0" AND NOT FLATTER THAN 450 FROM THE HORIZONTAL TO BEARING WALLS OR PARTITIONS. (2320.12.7) RAFTER TIES SPACED 4'-0" ON CENTER (MAX) ARE REQUIRED IMMEDIATELY ABOVE CEILING JOIST WHICH ARE NOT PARALLEL TO THE RAFTERS. (2320.12.6) 8 1-011 tK tK A 3 b, IV 4y tK .. . . .................. .... ................... BLOCK AND NAIL W/ A ........................... .......................... ........................... ............................ ..................... 2X BLOCK ALL EDGES ........................... ................... OF THE ROOF SHEATHING ........................... (HATCHED AREA ONLY) .......................... .... ....................... .. ....................... .......................... ................... ....... .......................... ................... ....................': 3 X11 ......................... .................. — ....................... : ... 1.7E TIMBER ............................ :* ...... ** ................. ................... ....... STRAND LSL ..................... ........................... ...................... XS EXISTINGTING ............ .............. ......... DWELING ........................... ........................... tk .................. .. .... .................... ..................... ... ................... ... ........................ tK .................. .................... .............. ............ .................... ... .................... M 7M FL. BM. 1 �rc U' 4X12 M= EXISTING DWELING (D z cn ............. ............. w I-- u- EXISTING u- DWELING 0 p ........... I ..................... ............. ................ ................ ............. Z u- SD2 �l • .......... 0 EXISTING o DWELING 4X-1 1 ............. .............. 2 FL B M 5 EXISTING Gp��` DWELING� ............ ................. f .. 5z�e. ...... .................... a j M 4:01 NOTE: STRAPS MAY BE OMITED IF CONTINUOS MEMBERS ARE USED. I flo BEAM TYPE (SEE LEGEND) 6 BEAM NUMBER (SEE CALC'S) A 3-1/2"X9-1/2" 1.7E TIMBER STRAND LSL B 3-1/2"X1 1-7/8" 1.7E TIMBER STRAND LSL C 7"X14" 2.0E PARALLAM PSL 2X8 ROOF RAFTERS @ 16" o.c. 2X10 ROOF RAFTERS @ 12" O.C. 2X12 CEILING JOIST @ 12" o.c. 2X8 LANDING JOIST @ 16" o.c. 2X12 STAIR STRINGER @ 16" o.c. FJ1 ?DC— 2X12 FLOOR JOIST @ 12" o.c. M@ffk— 2X STUD LOW WALL BEARING STUD WALL DENOTES CALIFORNIA FRAMING DENOTES BLOCKING OF DIAPHRAGM DENOTES DETAIL LETTER DENOTES DETAIL SHEET NUMBER REFER TO THE DETAIL FOR DRILLING SDl OR NOTCHING OF 2X STUDS VERTICAL DIAPHRAGM DENOTES SHEAR WALL TYPE 8 1-011 DENOTES SHEAR WALL LENGTH # DENOTES SHEAR WALL NUMBER SEE CALCULATION PACKAGE 10 3/8"STRUCTURAL 11 RATED SHT'G WITH 8d NAILS AT 6"o.c. AT EDGES AND 12"o.c. AT FIELD 11 3/8"STRUCTURAL 11 RATED SHT'G WITH 8d NAILS AT 4"o.c. AT EDGES AND 12"o.c. AT FIELD 12 3/8" STRUCTURAL 11 RATED SHT'G WITH 8d NAILS AT 3"o.c. AT EDGES AND 12"o.c. AT FIELD 13 3/8"STRUCTURAL 11 RATED SHT'G WITH 8d NAILS AT 2"o.c. AT EDGES AND 12"o.c. AT FIELD 14 15/32" STRUCT. I RATED SHT'G WITH 8d NAILS AT 2"o.c. @ EDGES AND 12"o.c. AT FIELD 15/32" STRUCT. I RATED SHT'G WITH 10d NAILS AT 2"o.c. @ EDGES AND 12"o.c. AT FIELD ARCHITECTURAL & ENGINEERING FIRM 120 NISSON ROAD TUSTIN, CA 92780 TEL. (714) 356-4529 FAX (714) 665-0072 email: WMATZUY23@CS.COM SEP 24 9, 2-003 T1 c:) (y) Ln REVISIONS: NA DATE: REASON DATE: 9/23/03 JOB NUMBER: MA-0063 SCALE: 1/411 iv_ovv_ SHEET NUMBER: S..�2 COPYRIGHT 2002 PLAN CALL OUT REPLACEMENT HOLDOWN BOLT DIAMETER 1 MIN. EMBEDMENT (ICBO #ER-5279) ALLOWABLE TENSION LOAD (fe MIN. = 2,000 psi) SIMPSON SET EPDXY TIE SYSTEM HPAHD22 (CORNER COND. ) HTT22 5/8- 6 4,202 lbs. HPAHD22 STHDIO PHD8 HD8A 7/ 8$p 7-3 4$1 7,120 Ibs. HTT22 / PHD8 PHD8 HD8A 7/8" 7-3/4" 7,120 lbs. HDIOA HD14A 1" 9" 9,561 Ibs. HD20A HD20A 1 11-1/4- 10, 352 lbs. POST PER PLAN 2 X STUD WALL 7-N k r,, ,PBX CONCRETE SLAB F�N5/8-DIA. X 12" LONG ANCHOR 4 BOLT 0 72" U. N. 0. 10 S* MAX4X POST PER PLO FROM ALL CORNERS WITH 3 3 2] 6"CONCRETE 2 2'X2'X3/16- THICK WASHER F SLAB 4 SHEAR WALL10 MIL, VISQUEEN mPER PLAN 121 1*7 9" MIN. TAVVP 11TVAM IQAUn gp Nam' N©I—Y/10 M114. 4, DISTANCE [4] HPARD22 PER PLAN #4 BAR AT TOP AND BOTTOM v ICILi LOCATE TENDONS PRIOR TO ❑ PER PLAN DRILL HOLE INTO CONCRETE NATURAL SOIL P. T. D. F. SILL PLATE FOOrG _111=11 =111 ' ' �=11 - 1) FOR POST TENSION SLAB, 1= 11— 1 M I I K441 E DRILLING REBAR TO SPECIFIED DIAMETER MIN. < 0 ON COMPLETE DUST REMOVAL N, 4� A 2) VALUES ABOVE ARE BASED "I K PER PLAN DOUGLAS FIR AND EMBEDMENT DEPTH 3X PREUSSRE MATED PER TABLE ABOVE. 7� 3X SILL PLATE 04�_ D8 AND NYLON BRUSHING OF F UNSER SHEAR WALL DRILLED HOLE USE NYLON BRUSH AND 4 BLOW OUT HOLE. >< HOLDOWN BOLT 3) REFER TO SIMPSON 6 AND EMBEDMENT XIN. F'OOT'G Fq PER TABLE. PER PLAN STRONG —TIE ANCHOR SYSTEM BOLT EMBEDMENT TECHNICAL MANUAL AND ICBO NUM. 9FROM TOP OF SLAB ER-5279 DATED 10/1/00 FOR PER TABLE ABOVE FURTHER TECHNICAL DATA AND INSTALLATION SPECIFICATIONS. G) CONCRETE SLAB c) 0 6 4 loom**& A SHEAR WALL CONSTR, U-CTION fz"' )ECTION HOLDOWN ANCHOR MINIMUM MEEDMENT HTT22 SSTB24 20" SSTB34 35" _PHD8 HD8A SSTB34 35" HD10A L_ SSTB34 35" ------ a Lo") HOLDOWN TO FOOTING CONNECTION U EXTERIOR BEARING FOOT'G DRAIN PIPE O2X PLUMBING WALL 1/4 D MAX STUD WIDTH NOTCH OSHEAR PANEL AT BIW G. STUDS fl 3/8" STHG PER PLAN SEE TABLE BLW. EDGE DISTANCE SIMP. CS16 F4 7 STG'D NAI:G 0 L--0'-32" EQUAL LENGTH 4/10 MAX STUD WIDTH BORE 4/10 MAX STUD LJ WIDTH NOTCH AT BR'G. STUDS 6/10 MAX STUD WIDTH BO RE LEJ PANEL EDGES. (TYP.) FULLY NAILED [-3] TOP PLATES W/ PROVIDE PLUMBING END NAILING PENETRATION OPOSITS TO SHEAR PANEL SIDE MIN. 4X4 POST 0 PANEL EDGES DO NOT EDGE NAIL STUD WALL WITHIN PLUMBING F2X 5—]PE ARCH PLANS PENETRATION 5/8" MIN. EDGE 3X SILL PLATE W/ STAG'D All NAILS AT STH`G EQ. V EQ. -7 DISTANCE TYP. END NAILING PER - EDGES. ALL STUDS SHEAR WALL SCHEDULE PRE DRILL ALL HOLES WHERE 4' v STH`G TENDS TO SPLIT. MAX NON-IM. STUDS Er. SHEAR WALL DIAPRAGHMS AND SHEAR WALLS [-7] PER PLAN SHALL BE CONSTRUCTED WITH 2 @G) SHEENOT &TARn4AMARY MATZ E AV ATSVTPYrVTM NOTCH 09 BORE FRACTION OF STUD 2 x 4 2 x 6 2 x 8 NOTCH AND BORE NOT TO OCCUR ON SAME STUD WITHIN Oft. OF EACH OTHER 4 I,_W MAXIMUM- AND _6iaN'G_ES_1W FRAMING WHERE MINIMUM SHEET DIMENSIONS SHALL BE WINCHES UNLESS ALL EDGES OF THE UNDERSIZED SHEET ARE SUPPORTED BY FRAMING BLIN OR MEMBERS. IRI N IK 1— 1/2" MIN. 1/4 D 4/10 D 6/10 D 7/8" 1 3/8 2 1 3/8- 2 1/8 3 1/4- 17/8 3 ti 4 1/4" - - - - BORE & NOTCHING OF STUDS D.U%,, JL JL%.-JJLN PI-1-al E.N. 3 4-14 MAX (J� SHEAR WALL CONSTRUCTION SECTION zm U PLUMBING NOTCH @ SHEAR WALLU DRILL 7/8" DIAL X 8" DEEP HOLE INTO EXISTING FOOTING @ TRUSS @ 3/4" GAP INSERT 1/2- DIA. X 12" LONG ANCHOR BOLT & FILL W/ EPDXY �BOTTOM D CHORD OF TRUSS AIR SPACE GYP. BRD. CONCRETE FOOTING 2X4 BLKG. AT 2X6 24" o. c. 12 BWG USE SIMPSON SET EXPDXY 1X4 PLATE OVER ADHESIVE. ICBO ER-5279 2X4 TOP PLATE STUD WALL GYP. BRD. No, -NEW -EXISTING SIMP. STC AT EACH BIXG. W/ SLOT NAIL 0 MIDDLE OF SLOT (I)-16d NAILS CLEAR AT EACH SIDE OF BLOCKING 2" CEILING -A DRYWALL ARCHITECTURAL & ENGINEERING FIRM 120 NISSON ROAD TUSTIN, CA 92780 TEL (714) 356-4529 FAX (714) 665-0072 email: WMATZUY23@CS.COM fSEP 2 9 208"zI,, REVISIONS: FUR: DATA ;71`4/20/4 DATE: 8/5/03 JOB NUMBER: A,fA- 0 0 6 3 SCALE: NOT TO SCALE SHEET NUMBER: oopiwm 2w ALT. C�: ........... ............. 'W Ill I -UR JOIST TO WALL CONNECTION GO RAFTER TO RIDGE CONNECT. OC .............. .. .......... cf) t. NVX: DATE: REASON 4/20/03 PLANCHECX #1 ................ --------------- ---- --------- ----------- AO i*A M ir0%T1f7-=_ lllli 11111'4� 4�!', Vasquez Family Addition 8/18/2003 Project Title Date 2530 S. Tower Street Santa Ana Project Address Building Permit # Enegmpacts -8197 _ - __ IrJPlan Check i Date Documentation Author Telephone I Comuter Performance 8 1 Field Check Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 918 fe Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 120-f2 Building Type: (check one or more) I Single Family Detached 15C Addition Single Family Attached Existing Building L-i Multi -Family L-i Existing Plus Addition Front Orientation- (East) 90 deCl Floor Construction Type:YC, Slab Floor Number of Dwelling Units: --0.79 - Number of Stories: 2 X11' Raised Floor BUILDING SHELL INSULATION Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-13Wall (W.13.2x4.16) Wood 0.088 Exterior Wall R-19 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / Over CrawlspaGe (w/R-6 Credit) R-30 R99f(R.30.2x4.24) Wood 0.031 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor SHQC Shading Yes 1 No Yes I No Left h) 57.0 0.60 0.53 Bug Screen (Xs Front (East) 27.0 0.60 0.53 Bug Screen I 7X F-1 E 7 Rear (West) 25.0 0.60 0.53 Bug Screen Right (North) 22.0 0.60 0.53 Bug Screen I L-i 1 F-1 71 71, 1, A LI L I___J L__J L-J L-J, I I i Run initiation Time: 08118/03 14:06:25 Run Code: 1061240785 [Ene rgyPro3.1__Py,g9ergy§qI1__ User Number.4749 Job Number.02027 A Paqe.3 of 10 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R Vasquez Family Addition 8/18/2003 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Heatin E * Distribution Duct or Typep quipment Minimum Type and e (furnace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUE/HSPFXducts, attic, etc.) R-Value Type Comments Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments WATER HEATING SYSTEMS Rated Tank Energy Fad I External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss R-Value -----------___ ADDITION ALONE (E) TO REMAIN NO ADDITIONAL W/H 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS !Fenestration at addition CEC Defaults U-Factor =<0.600 SHGC =<0.530 R-30 l t Roof addition R-1 9 at Raised floor addition. HVAC Loads at addition Ref: MF-1 R !Section 150 h-1 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Paris I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Chuck Visnic Title/Firm: Matzuy & Associates Title/Firm: Enemy Impacts Address: 120 Nisson Road Address: 1015 E. Chapman Ave., #205 Tustin, CA 92780 Fullerton, CA 92831 Telephone: 714-356-4529 T If hone: e one: (7.3 4� 8.71,-8197 CortIffed En9f9y Anelysi,, e 6 (signature) (date) (Jign5ture) .�e aw R 6-.0 C15.1 i Enforcement Agency R 01 -01 -2W It Name: r r r r Title/Firn Efrain Olivas aca Address: ADVANCED TITLE 24 IC A Telephoi 1235 N Harbor Blvd. Suite 235 Fullerton, CA 92835 (714) 525-9824 5:25 Run oda. IflI3124V94 !EnergyPro3 Jo N mber:02027 A Page4 of 10 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. i i I I iDESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT! Auilding Envelope Measures ZI 150(a): Minimum R-19 coiling insulation. R-30 COMPLIANCE FEATURE 1 150(b): Loose fill insulation manufacturers labeled R-Value. 1XI 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). Z* 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. R-19 COMPLIANCE FEATURE 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. I X I 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. [XI 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain I Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. F_ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. r 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. i Space Conditioning, Water Heating and Plumbing System Measur4s 1X1 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 1 60(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. - --------- - - -- -------- I 50(i): Setback thermostat on all applicable heating and/or cooling systems. ! ! ! 1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-1 2 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 external insulation or R-16 combined intemal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F_ insulated. 6. Piping insulating between heating source and indirect hot water tank. 'EnergyPro3.1 By EnergySoft User Number:4749 Job Number:02027 A Page:5 of 10 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. j DESIGNER ENFORCEMENT'! Space Conditioning, Water Heating and Plumbing System Measures: (continued) 7X,! * 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, orUL181B. If mastic or tape is used to seat openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 1 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually i operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. L_J 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118 (f): Cool Roof material meet specified criteria Lighting Measures 150(k)1: Luminaires for general fighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general fighting shall be controlled by a switch on a readily accessible lighting I Ili! control panel at an entrance to the kitchen. 150(k)2: Rooms With a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 4749 Job Number: 02027 A Page.6 of 10 1 310. 11 Heating Dwelling units, guest rooms and congregate shall be provided with heating facilities capable of maintaining a room tempeture of 700 (,2 9 0 C) at a point 3 feet (014mm) above the floor in all habitable rooms. 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ,PROJECT NAME DATE i Vasquez Family Addition I 8/18/2003 1 !SYSTEM NAME s FLOOR AREA I I HVAC Svs LOADS at addition I918 !Number of Svstems i i i Output per System 1 Total Output (Btuh) 1 Output (Btuh/sqft) ------ OutputperSystem Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqftrron) Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions COIL COOLING PEAK] COIL HTG. PEA CFM Sensiblo Latent j CFM Sensible Total Room Loadsl 453i 11,19311 726! I I Return Vented Lighting 0! I Return Air Ducts 5601 Return Fan j 01 Ventilation 0j 0i Supply Fan 01 Supply Air Ducts C TOTAL SYSTEM LOAD j 12,319, 15,8041 - - - - - - - - - - - Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK I Aug 9-01111-1 Jan 12 aml 33.0 OF 70.0 OF 110.0°F Supply Air Ducts Outside Air 0 cfm Heating Coil 110.00F ROOMS 70.0 OF 70.0 OF Return Air Ducts 90.2 / 69.5 OF 78.0 / 62. 1OF 55.0 / 53.5 OF Supply Air Ducts Outside Air 0 cfm Cooling Coil 55.0153.5 OF 1 40.6% R.H. ROOMSi 78.0 / 62.10F 78.0 / 62.1 OF Return Air Ducts EnergyPro 3.1 By EnergySoft User Number: 4749 Job Number: 02027 A Page:1 0 of 10 HVAC LOADS AT ADDITION ARCHITECTURAL, PLANNING & ENGINEERING FIRM 120 NISSON ROAD - TUSTIN - CA - 92780 TEL (714) 665-0072 www.wmatzuv23@cs.com DA ` ` RE VISION TYPE 5/27/03 PLANNING DEPART. CORRECTIONS JOB NUMBIS7Rr063 ISS UK DA rp El - .1 F-J. 415103 ID T 0 T DA 8-18-03 SrALE- FULL 102 MW I ENV-11 MANDATORY MEASUM"ES ------ - -----