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HomeMy WebLinkAbout10147157.pdf5 Lor IIL i t pDA 11311, PTP f s _ 3, 7 µ s '^•' € F 777 /�� tE .{14 it A ^w�m wpm +� f f f '"`� f 9 i_ 1 u M , . � a r c a , r s a , a _ z � � _ � G�.✓ �,!"C,� � mac° �� .. �_ � <� «- �� ��, 4 ., , 4r'a'sq'0: d �' T ,$c oo AP a I + { S n P ' I�W r ry --T is DRAWN CHECKED DATE SCALE JOe NO. SHEET A OF SHEETS CR REORDER NO, 810ii5• 25 '''p 4 SANTA ANA POLICE DEPARTMENT RESIDENTIAL SECURITY 12. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle of light. (8-210.N) REQUIREMENTS 1. Exterior swinging doors must be solid core 1 3/4" thick or with panels 9/16" thick. 8 210.A 13. Required exterior light fixtures must be vandal resistant types. 14. Wooden garage doors must have panels 5/16" in thickness. (8-208.A1) 2. Doors leading from a garage into a dwelling unit must be solid core, 1 3/8" thick. (8-210.13) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department 15. Garage doors more than 16 feet in width must have two locking points. (8-208.C) (8-210.C) specify make and model number. (Titan 780 or Equal) 16. Slide bolt assemblies must be attached to the doorframe watt, „on-remnvahlP hnttc rR-?OR rt1 El a.' ■ { rvac: N �4 S�i�R6 A?'.)awfPN.a13R': J N k p pwesaEaa4 ..,.+^emu:+M+>o+ �.r °"Y�ti� e ORAWN CHECKED DATE SCALE JOB NO. SHEET (J ED OF SHEETS CW REORDER NO. 610115' REVISIONS ' BY 4 4m OQAWPJ CHECKED OAVE SCALE JOB IVO. SHEET OF SHEETS CR REORDER NO. 610115- LA CHIMNEY 7 PAR - K I ARRESTOR — SEE CHIMNEY CRICKET --\,,,�, ARCHL. DWGS. 19 ROOF FRAMING --FINISH PER ARCH'L. ROOF FRAMING METAL FLUE PER PLAN ;SIMF. "MTS30C" TWIS T STRAP (TYP.) Im W, sj tj YA 2X4 (LET —IN) NAILED TO JOISTS OR RAFTERS MIN. NAILED TO EA. BEARING, POINT W/2 EA. 16d NAILS CHIMNEY CONNECTION GYP. BD. OVER 2x _T STUDS 0 16"O/C (TYP. ALL AROUND) 2x SILL I?_ W/5/8"0 A.B. 0 24"O/C (MIN. 2, J PER SIDE) _Kz) w to L8x4x14 ANCHORED — INTO BLOCK _0" L BRICK HEARTH Lu 21$) w U) #4 TIES 0 1 6"O/c SEISMIC ANCHORAGE TO FLOOR & ROOF W/3/16" x 1 " STL. STRAP W/2- 1/2"0 BOLTS PER STRAP TO BLD'G. FRAMING PER SEC, 310.14.3 2—#4 ALL AROUND --8x8x16 CONC. BLOCK A ll, W/#5 VERT. 0 24"O/C & #5 TIES 0 24-0/C -6 mil s_rZ -FIREBRICK b 7 DWLS. TO 10 MATCH VERT. 0- REINF. SIZE & SPACING F.G. N. 3 Vl ff" J linHAIY. lu t I id? JC ------------ 4 40r 4� A7 17 N1 x e 5 x 4 ;e 0�4 IL �X,,4 7-lY,0 Vk Ix 0000� C P� 2_ 9. 4 APPROVED BY. =t SCALE: f DRAWN BY DATE: REVISED 71 N, MBER J REVISIONS BY GENERAL NOTES CONCRETE BLOCK MASONRY NAILING SCHEDULE (PER TABLE 23-I-Q), 1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED 1. CONCRETE B1,OCK,SHALL CONFORM TO A.S.T.M. C-90. GRADE N UNITS. SEE ARCHITECTURAL PLANS FOR TYPE, THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL PATTERN AND JOINT DETAILS. NAILS SHALL BE BOX OR COMMON WIRE CONFORM TO THE LATEST EDITION OF THE U.B.C. OR LOCAL CODE 0. MORTAR SHALL BE AS FOLLOWS: SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED 2. THE PLANS SHAM BE REVIEWED FOR DIMENSIONAL & EXISTING I PART PORTLAND CEMENT WITH COMMON WIRE NAILS. SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR 4 PARTS SAND PRIOR TO THE START OF CONSTRUCTION, THE ARCHITECT 1/4 MIN. TO 1/2 MAX. PART HYDRATED LIME -JOISTS OR RAFTERS TO SIDES OR STUDS & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. GROUT SHALL BE AS FOLLOWS: 8 INCHES IN DEPTH OR LESS -------------- 3-16d 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. I PART PORTLAND CEMENT FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-16d 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY 3 PARTS SAND -JOISTS OR RAFTERS AT ALL BEARING 2 PARTS PEA GRAVEL TOE NAIL EACH SIDE___________________ 3-8d 1- #5 M APPROVED EQUALS. -STUDS TO BEARING -TOE NAILS EA. SIDE---- -- 2-81) WATER SUFFICIENT TO ALLOW GROUT TO' FLOW INTO 6. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE ALL JOINTS. -BLOCKING BETWEEN JOISTS/RAFTERS GENERAL NOTES 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2-10d rj nM2pRpG NOTES UNOBSTRUCTED CORE OF 31 3". DOWELS FROM FOOTINGS FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d 0 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING SHALL BE SET TO ALIGN WITH CORE REINFORCING. -BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS ----------------- 2-10d EXISTING WALLS. BEAMS, OR SUPPORTS FOR CONSTRUCTION. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH END NAILS ----------------- 2-16d REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID -PROGRESSIVE BLOCKING .AND SECURED. WITH GROUT. 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d -MULTIPLE STUDS 2- #5 M WALLS PER MFG. SPECIFICATIONS. SEE SHEAR WALL SCHEDULE PRIOR TO SETTING OF BLOCKS. (STAGGER NAILS ON STUDS WIDER THAN 4-)--16d*24"OC FOR SIZE AND SPACING. FRAMING NOTES -RIBBON TO. STUDS -L-4- - 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING FRAMING SHALL COMPLY WITH SECTION 2326 OF THE UBC LATEST IX RIBBON -------------------------- 2-8d C WALLS AT THE DOUBLE TOP PLATE. EDITION 2X RIBBON ------------------------- 2-16d SINGLE LAYER DOUBLE LAYER 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES . FRAMING -GENERAL -DOUBLE TOP PLATES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE,.1. USE. SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS LOWER PLATE TO STUD ----------------- 2-16d UPPER TO LOWER PLATE -------------- 16d*16"OC NOTE: , "L" = 40 X BAR DIAMETER I N CONCRETE, U.N.O. "L" 6. DO NOT CUT POST TENSION SLABS. CONTRACTOR TO DETERMINE UNLESS NOTED ON PLANS. AT SPLICES (48-MIN) ON EACH SIDE = 50 X BAR DIAMETER IN MASONRY, U.N.O. EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 2. ALL POSTS SHALL HAVE SIMPSON *PC" CONNECTORS AT TOP OF BUTT IN TOP PLATE ------------------ 8-16d 6. THE CONTRACTOR -SHALL VERIFY ALL EXISTING CONDITIONS FOR AND SIMPSON "BC* OR "BCO" CONNECTORS AT BASES UNLESS UPPER TO LOWER PLATE REINFORCING FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC. AND SHALL OTHERWISE NOTED ON PLANS. AT INTERSECTIONS--____________________8-16d NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. ' 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. -CEILING STRIPS SHALL BE SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR 1X4 PER BEARINGIiSTRONGHOLD �W ------- 3-8d DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 24- O.C. AND SHOWN ON PLANS. 2X3 PER BEARING, STRONGHOLD E� ------- 1-16d FOOTINGS W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION. -PLYWOOD NAILDiG(SEE DETAILS &/OR SCHEDULES FRAMING -WALL -BUILT UP BEAMS 20d*32"OC AT TOP AND BOTTOM ENGINEERING NOTES I SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS STAGGERED, 2-20d 0 END 1 CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY (UNLESS OTHERWISE NOTED ON PLANS): -IX6 LET -IN BRACES, EACH BEARING ---------- 2-8d PR DRILL HOLES FOR -NAILS) REINFORCING SAME 40 DIA. AR THE STRUCTURAL ENGINEER. 2X4 0 16-OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE ( - SIZE AS FOOTING FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM REINFORCING . 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT STRUCTURAL STEEL HEIGHT OF' 10 FEET HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 2X4 0 16*OC (NON BEARING WALL) SHALL HAVE A MAXIMUM 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC- '6» HEIGHT FEET 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING HT OF 14 ATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS MIN. V, SHORING,TEMPORARY SUPPORTS ETC., IS THE SOLE RESPONS- 2X6 * 16*OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO A.S.T.M. A36. % jBIftY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED FLOORS MID A ROOF SHALL HAVE A MAXIMUM 2. FABRICATION SHALLCOMPLY WITH THE LATEST A.I.S.C. SPECS A By THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPbNS- HEIGHT OF 10 FEET. IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. ENTIRE COURSE OF CONSTRUCTION. 2X6 * 16-OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET A-307 UNLESS OTHERWISE NOTED. BE HELD RESPONSIBLE FOR FIELD 2. RAKE WALLS AJDACENT To SLOPED CEILINGS SHALL BE BALLOON THE ENGINEER SHAM NOT 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR _j 0i INFECTION OBSERVATION OF THE ABOVE ITEMS. FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE . A ROOF OR CEILING DIAPHRAM. C7 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF NO PAINT, OIL, LAQUER OR GALVANIZING BETWEEN THE CONTACT UNLESS A SOUS REPORT IS PROVIDED. SOILS IN THE BUILDING 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO 3*-0" CONC. AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE A.S.T.M. A-325 OR A-490.2'-8" MAS. R TRANSFER THRU CEILING OR SOFFIT FRAMING 40 DIA., 3- CLR. OF 90% RELATIVE COMPACTION PER U.B.C. APPROP RIATE 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B SOILS REPORT BY: (2326.11.9 & .10) 6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS A-601 OR A-500 GRADE B. STRUCTURAL SYMBOLS 40% OF WIDTH ON NON -BEARING WALLS 7. WHERE FINISH IS ATTACHED To STRUCTURAL STEEL, PROVIDE BORING MAXIMUM-. 40% OF WIDTH ON BEARING WALLS HOLES FOR 1/2"0 WELDED STUDS AT 4 FEET O.C. FOR THE INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN 60%, OF WIDTH ON NON -BEARING WALLS. ATTACHMENT OF HAILERS. SEE ARHIT19CTURAL DRAWINGS FOR AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG-, NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE FINISHES. STEPPED FOOTING ETC. NOTE: FOR SELL BOLTING AT EXISTING FOOTINGS USE SHALL BE PROVIDED. 8. BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM "RED HEADS" ICBO#1372 THE SAME SIZE & SPACING AS 5. DOUBLE 2X TOP PLATE SMALL BE LAPPED 48" AT ALL SPLICES CONNECTIONS" A.I.S.C. PART 4. TA,P;,E 1. USING 3/4- DIA. CALLED FOR ON PLANS (MIN 2 3/4" EMBED).. AND SHALL OVERLAP AT CORNERS. A307 BOLTS (M.B.). INDICATES POST (BELOW BEAM) 6 WALL BRACING SHALL BE PROVIDED PER UBC (2326.6.1) 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF STRAP PER PLAN W/ MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: PROVIDE IX6 LET -IN BRACING (* APPROX. 45 DEGREES) EVERY "THE STEEL JOIST INSTITUTE". FULL LENGTH NAILS SHEATHED.BRACES TO RUN CONTINUOUS STEEL 4'-0" MIN. LAP BEAM SIZE POST SIZE 25' IN All STUD WALL,NOT STRUCT. EEL WELDING I 4 X 14 & SMALLER 2-2X4 W/16d, NAILS 0 12- O.C. FROM TOP PLATE TO SILL PLATE. 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC 6 X 12 & SMALLER 3-2X4 W/16d NAILS 0 12- O.C. FRAMING -FLOOR PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR r-DOUBLE TOP PLATES 4 X 16 & LARGER 4X4 8 X 14 & LARGER 4X6 1. FLOOR SHEATHING 5/8"STRUCTURAL I T & G PLYWOOD WELDING AND FABRICATION. 14 PANEL INDEX NO. WITH EXTERIOR GLUE. USE 10d 3(r 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER "NAILS AT 6OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10OC " ARE APPROVED, BY THE LOCAL AUTHORITY. POST SIZE REQUIREMENTS. FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER POSTS ARE TO CONTINUE DOWN To FOUNDATION. ALL EDGES BLOCKED AT DECKS. UBC (306.5.8) UNLESS OTHERWISE NOTED. F NUTIATION NOTES OU 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- BEARING PARTITIONS. 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER 6. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%) RELATIVE COMPACTION MINIMUM. 4. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS APPROVAL. SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR (UBC 2328). GRADING NOTES To POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- FRAMING -ROOF 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. ING PRESSURE TO BE 1000 PSF MIN OR PER THE sons -1 T T T Til REPORT. STANDARD PLYWOOD PANEL INDEX 1. ROOF SHEATHING (MIN) 1/2 Yw 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND IT C11 I I I I I I I 3. SLAB ON GRADE: 4 INCH. CONCRETE SLAB WITH 6X6-10/10W.W.M. NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAM AT 6"OC AT TESTED AS TO RELATIVE COMPACTION PER U.B.C. I I I CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12* OC FIELD. No BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 3.. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAP TER 70 OF THE LATEST ADOPTED -EDITION OF THE U.B.C. OVER COMPACTED SOW U.N.O. 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS 4. ALL UTILITY TRENCH BACKIP I ILLS SHALL BE IN ACCORDANCE WITH 4. No TRENCHES OR EXCAVATIONS ME FEET IN DEPTH OR GREATER SHALL BE DOUBLED AND SUPPORTED, BY HANGERS PER CODE THE SOILS ENGINEERS RECOMMENDATIONS. INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL - FRAMING -CEILING (PER TABLE 23-1-V-J3) BE MADE WITHOUT PROPER PERMIT. DRAINAGE NOTES 1. CEILING JOISTS SHALL BE 2X6 016*0.C. (MAX SPAN=17*--8*) 5., THE MINIMUM BOLTING FOR SELL PLATES TO FOUNDATION SHALL 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=23'-4") 1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= . 1% PAVING=.6% BE AS FOLLOWS: 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: PLATE SPLICE 1/2" DIAMETER ANCHOR BOLTS WITH 7m ION EMBEDMENT IN FRAMING-JOISTS/RAFTERS 2% MIN TO 21 % MAX CONCRETE WITH SPACING 140 GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12- FROM CORNERS (MIN 2 BOLTS PER PIECE). 1. AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. TBORING 326- fJBC 212-4) SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF FURTHER BOLTING REQUIREMENTS DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. CLEARANCE OF TWO INCHES. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 % UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR OF DRESSED DEPTH. NO NOTCHING IS ALLOWED FRAMING ANCHOR TOP AND ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, IN THE CENTER THIRD OF THE JOIST SPAN. BOTTOM OF DOUBLE STUD ETC. NOTCHING IN OTHER LOCATIONS SHALL BE ON THE OR POST 1. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 SHALL NOT BE EMBEDDED THEREIN. OF THE JOIST DEPTH. 6. PROVIDE 3/4- CAMBERS AT ALL EXPOSED CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS ARE USED THE JOISTS 2X STUDS 0 0. SEE ARCHITECTURAL PUNS FOR MOLDS, GROOVES, ORNAMENTS SHALL BE BOLTED TOGETHER WITH 1/2 DIA. MACHINE BOLTS W/, WASHERS AT 24*OC STAGGERED. BOLTS SHALL BE RETIGHTENED Is* D.C. CUPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. PRIOR TO APPLYING FINISH MATERIALS. 16d 0 121 D.C., STAGGERED PLYWOOD WHERE (0 4 IVr MAIL ZWLAL V.N.V. ON FRAMING PLAN 2-2x PLATES, SEE PLANS FOR SIZE AND REFERENCE TO SPLICES FOR HEADER SIZE, SEE PLAN 2x CRIPPLES AT 16* D.C. LNG 10. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES 16d 0 12* O.C. OCCURS 16d PER E.N. STRUCTURAL ENGINEER. WITH 3-16d NAILS OR USE SIMPSON ST 2115 0 48 INCHES O.C. STAGGERED AT SHEAR WALLS 4 QgNg;m 4. CROSS BRIDGING OR 2X BIXG.SHALL BE PROVIDED 0 8'-0" O,C, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8"IN DEPTH FIRE BLOCKING AT CEILING T-7-=PROVIDE LINE AND NOT TO EXCEED SIMPSON A34 FOR 20 STUDS AND A35 FOR 2x6 STUDS, 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL. BE 5. 2X SOLID BLOCKING SHALL BE PLACED BtTWv EN JOISTS OR NJ 8'-0" D.C. NOTES J EACH SIDE TYPE I WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI RAFTERS AT ALL SUPPORTS. FOR NAILING SEE GENERAL 4 USE 2-2x JAMBS FOR 400 AND 6x8 AND LARGER HEADERS IN 28 DAYS. CEMENT SHALL CONFORM TO A.S.T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33, FRAMING -BOLTING 12* LG. BLOCKING 0 TOP. P1 JE POST WHERE I STUD FOR INTERIOR WALLS END POST AT PLYWOOD SHEAR USE 3000 PSI FOR GRADE BEAMS WIT!H. SPECIAL INSPECTION 1. ALL BOLTS BEARING ON WOOD SHALI, HAVE WASHERS UNDER HEAD BOTTOM, MID -HEIGHT OCCURS- 2 STUDS FOR EXTERIOR WALLS UNLESS NOTED OTHERWISE PANEL WHERE OCCURS W/ E.N. OR NUT. SEE SCHEDULE NOTE REINFORCING STEEL 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- 1. REINFORCING STEEL, #3 AND #4 GRADE 40. #5 AND LARGER 3. WOOD, PLASTER ETC. HOLES FOR BOLTS SHALL BE BORED 1/32- TO 1/16- LARGER THAN STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REQUIREMENTS, MAX. SPACING AT 16* D.C. ,GRAbE GO PER A.S.T.M. A615. NOMINAL BOLT DIAMETER. 2. LOW ODS SHALL BE USED FOR ALL HYDROGEN WELDING FORCING RBARS EI LUMBER TYP STUD WALL INTERSECTIONS TYP. WALL FRAMING EL . 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING o 3. BARS NOTED AS *CONT `TYPICAL WALL REINFORCING AND GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT VERTICAL COLUMN REINFORCING SHAM HAVE A MINIMUM SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR COAST LUMBERMANS ASSOCIATION.) 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. REPETATME USE MEMBERS STUDS & PLATES NO. 2 FOR SIZE AND SPACING OF JOIST OR RAFTER, SEE PLAN STAGGER PLYWOOD JOINTS -OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL JOISTS & RAFTERS 3/8 MIN. EDGE DISTANCE ENGINEER. 2X4 TO 4X4 INCLUSIVE NO.2 BOUNDARY NAILING (B.N.) FOR NAILS 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS 2X6 To 3XI6 INCLUSIVE NO.2 ALONG CONTINUOUS SHALL BE STAGGERED FEET UNLESS OTHER WISE NOTED. SINGLE USE MEMBERS PANEL EDGES 6. PROVIDE DOWELS IN FOOTINGS AND/Olt GRADE BEAMS THE BEAMS NO.2 SAME =E AND NUMBER AS VERTICAL WAIL OR COLUMN 4X 6X OR LARGER NO.1 REINFORCING. DOWELS SHAM HAVE A MINIMUM PROJECTION PARALLEL EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. POSTS & MULLIONS 4X4 & SMALLER NO.2 TYPICAL INTERMEDIATE 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 4X6 & LARGER NO.2 NAILING (I.N.) FLOORS-10d 0 10* O.C. SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF 6X6 & LARGER NOA ROOFS- 1 Od 0 12* O. CONCRETE OR GROUTING OF MASONRY. MISCELLANEOUS LUMBER Y_ S. PROVIDE THE FOLLOWING mmmum PROTECTIVE COVERING OF BLOCKING,FURRING, ETC. NO.3 CONCRETE: DECKING & SHEATHING EDGE NAILING (E.N.�- BELOW GRADE �UNFORMED) 3w CLEAR 2X,3X,4X COWL DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 3O(R BELOW GRADE FORMED) 2* CLEAR WALLS I *. CLEAR 4 FEET FROM GRADE SHALI, BE PRESSURE TREATED DOUG FIR. COLUMNS 1.5*CLEAR 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-VB(*) DF/DF (Fb=240OPSI, FV=166 PSI, E=180,000 PSI) AT 2 X 3 FLAT BLXG. AT E RE%D. 0 EDGES. UNSUPPORTED EWES. (REO'D. 'D FOR ON ION DIMENSION OF PLYWOOD TO RUN PERPINDICULAR TO BEAMS AND GIRDERS 1.5"CLEAR STRUCTURAL SLAB INDUSTRIAL APPEARANCE wrrH EXTERIOR GLUE UNLESS ONLY WHEN CALLED PLANS) JOISTS 6d 12', STAGGERED OR RAFTER :R PLATE 4* WIDER THAN R PLATE TUDS 0 16* O.C. M 12*. STAGGERED OR RAFTER R PLATE 4' WIDER THAN R PLATE TUDS 0 16* D.C. (ABOVE GRADE) 3/4-CLEAR OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION MIN, SHEATHING SIZE TO BE PERPENDICULAR FOR EACH GLU-LAM BE" FROM AN APPROVED TESTING AGENCY NOTE. PLYWOOD TO BE 2*-W X 4'-0* 9. NUMBER 5 OilLARGER REINFORCING BARS SHALL 140T BE To BE SUBMITTED AND APPROVED BY THE BUILDING DEPT. INSPECTED PRIOR TO COVERING RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. PRIOR TO ERECTION. [(*) USE V8 FOR CANT. BEAMS AND V4 FOR SIMPLE SPANS BEAMS] PLYWOOD LAYOUT JOIST TO NON -BEARING WALL 2 4 ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH NOTES: 1. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. 2. FOR PIPES MORE THAN S-O" BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER DETAIL (NO PIPES ALLOWED IN FTG. STEP) 3. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. PROVIDE 2" CEMENT z VRYPACK IF 0 ACED UNDER L 9" Ld L 9* L -q 'd' = PIPE PROVIDE SLEEVES SLEEVE DIAMETER FOR ALL PIPES. - PIPE TRENCH V) a. ti C,4 ca 40 'D' CONCRETE 50 'D' MASONRY TRENCH SHALL NOT, UNDERMINE WALL FTG.50% COMPACTED BACKFILL 0 TRENCH EXCAVATION Im vim\ NO TRENCH PARALLEL TO FOOTING BELOW THIS UNE V-6- MI§. NO SLEEVES SHALL PENETRATE FOOTING BAR SIZES 3 1/2 -D' #3, #4, #5 5 'D' #6, #7, #8 7 'D# #9, #10, - SHEAR PANEL LENGTH 2X4 STUDS 0 DOUBLE TOP PLATE 16* D.C. U.N.O. HEADER 2X BLK 2X TRIP U.N.O. 4X ENE & HOU U.N.O. It No. 1pi 11 m qbqb I PER @11 i L L L L L L L 16 L HOEDOWN PER SILL PLATE BOLTING (OR PLAN SOLE PLATE NAILING AT 12 UPPER FLOORS) MAX. SHEAR PANEL ELEVATION r4 OWN PER NOTES: /6d MAX. 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION. 2. NOTCHES SHALL, NOT OCCUR IN MIDDLE 1/3 OF SPAN. TYP. JOIST NOTCHING d WIDTH L 0 0 ) NOTCH IN STUD-12 NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR IN -SAME SECTION BEAM E WALL F OF STU 16d At 12* EA.' SIDE/ EA. CRIPF I 4OXd WA rMe EXTEND MOS FULL HEIGHT OF WALL (4) 1 16d EA. SIDE 2X STUDS 16* O.C. (2) 2X CRIPPLES TYP. 0 SEAM OVER r DEPTH. USE 4X POST U.N.O. ON PLANS (CRIPPLE OR POST TO BE FULL WIDTH ON SM.) NOTES: 1. WHERE BEAM INTERCEPTS TOP PLATE SPLICE USE ST6236 2. BMg). CAN SIT ON TOP PLATE ABOVE PO W/ E.P.0 OR P.C. TYP. ,BEAM TO .WALL SHEAR WALL SCHEDULE 199% U.B.0 MAX. SILL BOLTING SPACING ALLOWABLE EXTERIOR INTERIOR SILL NAILING MARK WALL TYPE SHEAR WALLS WALLS 0 UPPER STORIES /8"STUCCo OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1823 FEB. 1973) OR 180 PLF 5/8-*55-0.c. 5/8-4ft"O.C. 0 16d 8 -O.C. (ICBO REPORT No.1318, FEB. 1973) OR (ICBO REPORT N0.1254YEB. 1972 }NOTE 4 AND 9 BEWW <9 > " STD SHTG WITH 8d NAILS 0 6O.C'. AT EDGES 12O.C. FIELD 3/8"PLYWD STRUCT 11 OR " 260 PLF s/s**3e*o.c. 5/Wess"o.c. 16d !6 "O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 9, 10, & 11 BELOW 10 > ,1/8-PLYWD STRUCT 11 OR SM SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD 350 PLF 6/8*026*0.c. 5/r*26*0.c. 16d 4#O.C. (TABLE 23-il-1-1 -UBC) - NOTE 1. 6j 9, 10, & 11 BELOW, 11 3/8-PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/8*926*0.C. 6/8"*2WO-c- 16d 0 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5. 6, 9, 10, & 11 BELOW 12 3/8- PLYWD STRUCT II OR STD SHTG WITH 8d NAILS 0 3* O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8**20*0.C. 5/8**20*0.C. 16d * 3 1/2- O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9. 10, & 11 BELOW <3 3/8- PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 610 PLF 5/8*018"0-C- 5/8*918*0-C' 16d 41 2 1/2*0.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9. 10, & 11 BELOW 4 1/2- STRUCT I PLYWD WITH 10d NAILS 0 2- O.C. AT EDGES & 12" O.C. FIELD 870PLF =3/4-ftwox. 3/4**18*o.c. N/A OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5. 6, 9, 10, & 11 BELOW GENERAL NOTES AND TYPICAL DETAILS DRAWN CHECKED WE SCALE JOB NO SHEET DI P S. 1-74 N% -loor .......... ------------- NOTES: MUST BE 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF 9.1 USE 2" X 2* X 3/16* PLATE WASHERS. 1. ALL EDGES OF PLYWOOD SHEARWALLS BLOCKED WITH 2X SOLD BLOCKING FOR WALL A WALL AND NAIL *SPACING IS LESS THAN 6 TYPES 9 & 10, AND 3X SOLID BLOCKING FOR O.C. ON EITHER SIDE, PANEL JOINTS SHALL- BE 10. USE CDX. CC OR SM SHTG IN LIEU OF WALL TYPES 11, 12, 13, & 14 'OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE OR FRAMING SHALL BE 3- INCHES NOMINAL OR DOUGLAS FIR. OTHER SPECIES MAY REQUIRE 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED THICKER & NAILS ON EACH SIDE SHALL BE CHANGES. USE OF PARTICLE BOARD REQUIRES TO BOTH SIDES OF WALL DOUBLE THE'NUMBER OF STAGGERED. CHANGES AND APPROVAL BY THE ENGINEER. BOLTS ( I.E. HALF THE O/C SPACING). 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 11. 1 AT EXISTING FOOTINGS USE REDHEADS WEDGE 3. USE 3X PRESSURE -TREATED DOUGLAS FIR 5/8" X 10" A.B.'S 0 48"O.C. UNLESS ANCHORS TO COMPLY WITH SILL BOLTING Sul PLATES AT FOUNDATION/FIRST FLOOR ONLY OTHERWISE NOTED ON PLANS. ICBO #1372 MIN. EMBED 7 1/2" 4. PAPER BACKED SELF FURRING EXPANDED METAL 8. , ALL INTERIOR BEARING AND NON BEARING LATH WITH ICBO APPROVAL FOOTINGS TO HAVE 7/32- SHOT PINS AT 32" O.C. & 48"O.C. RESPECTIVELY: I.E. 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE OZARK #H-67 ICBO REPORT 1280,MAY 1987. 3-INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED. 13 1 CL 3-1/2' - 2X STUD :v _} ' POST PER PLAN Y (4X MIN) MB PER SCHED =- I �f� °" �-,�C °� " °� HOEDOWN (HDA) B PER PLAN Si HB O • x,t4 f . - L 2X 2-2X SIMPSON OR 3x PER PLAN MIN. Le PER EMBED SCHEDULE S' MIN. CLR. SCHEDULE TYPE HD2A HDSA ND6A H88A HD10A TyOfA 2-5/8 2-3/4 3-3/4 3-7/8 4-7/8 HB 4 1/2'5 1/ '6 1/ '6 1151 6 1/8" SB 2 1 /2' 3" 3 1 /2 3 1 /2' 3 1 /2" CL 1 1 j 2 1/1 '2 1/16 2 1/16' SO 1 /4" 1 /2" 3/4" 3/4" 3/4" SSTB 16 20 1 28 28 28 MINLEMBED 12' 16" 24" 24" 24' 2 P48 20 24 34 34 34 Le' 16" 2©' 25' 28" 28" MIN EMBED ALLOWABLE LOAD i33) 2775 4010 5100 7460 9540 WIN ALLOWABLE LOAD(133} 27.75 4010 5100 7460 9540 EART qU E EXISTING SLAB NEW SLAB CJ PER PLAN 16d@ RR PER PLAN END a 4 a a a a PLYWD SHT'G PER PLAN RJ OR RR PLYWD SHT'G 2X4 FLAT CONT. PER PLAN @ 32"OC PER PLAN a a as a 4, " BN a BN ALTERNATE LOC. DRILL 9/16"MIN 0 ,REBAR 2X BLKG 2 16d---- == HOLE FILL W//EPDXY DOWELS @ TO MATCH - GROUT & INSERT DOWEL f"O.C. EXIST'G 16d� ALTERNATE: USE 1 /2" ca REDHEADS.& THRD'D ROD 4 AT SLABS ABS BLK'G W/ 6d@ EN EN LET -IN 2X4 , 8; a USE' SIMP. A35 @ 24"O.C« EN .. EN 2X BARGE DRILL SLANT HOLES REBAR DOWELS 2-2X TOP PLATE 2X BLK'G @48"OC EXIST"G 1/16" OU NEW SAME SIZE & FIRST BAY ONLY BAR F W/EPDXY ,t 24"MIN SPACING AS FOOTINGS WALL FINISH PER PLAN A / 2-2X TOP GROU " v 2X BLK'G W/16d @ PLATE LOADS "BASED ON MIN 4X POST SIZE OR 8"OC At T•USE SIMP A35 NOTE: CONCRETE STEM WALLS SHALL BE MAX ANCHOR LOAD. 9� „MIN WIDTH FOR 5/8'0 ANCHORS 8-MIN WIDTH FOR 7/To ANCHORS 8" MIN FOR CONC. BLOCK NOTE: FOR RAISED FOUNDATION USE SSTB FOR TWO POUR SYSTEM AND EXTEND BOLT BEYOND SILL PLATE ABOVE FLOOR SHEATHING 2X STUDS @16" FACIA TO MATCH @ 24"'OC WALL FINISH O.C. UNO EXIST'G OR PER PLAN SEE ARCH DETAIL ' K AT FOOTINGS -T I HQLDOWN SHEAR TRANSFER 1 SHEAR, TRANSFER �ELU7l •w..r..w.wrw.w.Y+ao'+mvraeewxc'suNwFili,wP'rt .... .. a!4i!tssMN!xnae,"!'M'Miti?>Ptt•"Kai:+lNleh!�±:'d':Yr'.�Y.:!tfPN4.. :' .. . s. nG?A' 37..w.ba.msGs .t' 63XY ;".,•l,iL.Xx...v Nt.. . f r f._ R I RJ OR RR PLYWD SHT'G "CA' FRAMING a, » PER PLAN PER PLAN S E"21 15 @ 48 C.C. ACROSS BN Vill- 2X BLKG OPPOSITE RAFTERS W/2-1 Od@ SIMP. ST6224 @DROP BM z w EA SIDE TO >N' 8N SIMP SA 36 @ FLUSH BM 1 / DROP BM W 1 1-16d EA, END ''' BN ,o t / PLYWD SHTG `t PLYWD StT'G 2X BLK'G I I PER PLAN fL 2-10d ,,EA SIDEa� v2�,, r' 2X BLK'G- 2-2X / r @48"OC 2X BLKG ... «r. ,cs /°rti/. /'� `t.c - 7 w a �. „fi^"¢ cvx.f �� /J � �r ,v ,a�xy S r#7 ✓ r.. TOP / \ FIRST BAY W�16d @ t ONLY 8' OC 2-2X 'TOP PLATEPLATE , tl , _ f / l� ALT:USE NEW S "4-4,.f., k/tr�..✓7ow• 5+` f SIMP. A35 \ @ 24"OC WALL FINISH 16d @ 2"O.C. y PER PLAN TO BM. STAGG. 2X4 @16"O.C. W s K ... 2X RJ o x EXISTG d 3 PL,14,4&td, BM PER PLAN W/ / , PC OR EPC / 2X "SHAPED .~«.«.:.�,.. BM WIDTH U—HANGER / W/ 16d 016"O.C. E.N. �J PER PLAN POST PER .P n,. u,.» W.�'n► ? G' rt9 PLAN % (E) 2X BLKG A35F OR �` A35 @ 24" . ..`/ A35F @ 24" O.C. -- � S.N. O.C. �rr. _ ____ FULL HT STUD W/ BEAM PER PLAN''.,. LE.N.. l4,3,j a �.�isyR'l��GPr.r1" 16d @ 12" OC >' TO POST \ $ }'' i �7 I S .a E.N. R 2X C.J. PERS1'��r r DGE BEAD �: PLANS ..RIDGE/POST U / �` SHEAR TRANSFER (ALT.) : ji ,. INpV'c14i)F N6N a !/Po.,. 4Y}`k,••4PNIW..RAY'13't'k,k.1WL4,1I44,Y.M1'.uhMRtM'hCVR2Kt^fC'MW4:`dY,pftkNb.?W,JIe`r1Nt4:•,"Q.Y.+KR�Rt.'.ft4YJil6"J.`U<!^R4Yc%Y.tlWl.'•tny.Yi.N \'J', •:: «1`.ro' .,!•hf5 '1«w 't'i. N-wk.•y: v-:.,-+..:.,r: .k .w, . H.v,. r'✓4'4,.Ya tM+¢U.r« .. +'h r u" 04 POST MIN. U ` w/ E.N. PHO OR HD -PER PLANS & SIMPSON CATALOG � ` - EXISTING FOOTING 1 o is" OLES THREADED ROD 9211261 ° efY R Wj . EPDXY I.C.B.O X 12 � THAN BOLT "i�1A � 4945 CITY OF L,A t71A�wi�t t }t I I R.R. 0 25185 W/ ..• fir' I -a USE :£t�UNALENT __ _ SP. INSPE TION { 1 '--------------- 1 ( PHD :' c:,4:I� t d a e a 4 a a a a d a a A a 4 a a a 4A a 4 a n a 4 a a L, e iOAD o Y Jb 0. ,.. . ,..,. e HDA PH D BOLT (IN.) En G (IN,) W (IN,) Qd8E�7dENT (IN,) ouaW TENS i E COMPRESSION is �+ 7UOD ei12) ... * !:?k�TILs � ,» D2A 518 8 12 2775 Fi45l � V �".] T � F.4 RL tit HD5, 8A 7 8 7-»3 4 8 45 5tOq 7480 M4TRWAL PWMnMW NO: 286AG-8-24X36 ** SUMMARY SHEET ** 1I -Proiect: Jane & Glen Robertson -- Santa Ana, CA Zone: a - I - i - - Room Addition/Remodel I Wall insulation: R-13 in All New Construction : t Ceiling Insulation: R-21 in True Vaulted Rafter/Ceiling Joists R-30 in New Attic Areas . Radiant Foil Barrier: Not Required I II Raised Floor Insulation: R-19 in All New Construction I Slab Edge Insulation: None I I Glazing Type: All glass is SINGLE PANE. (See Notes) I I Hard Surface Flooring: None Required I I Minimum Furnace AFUE: 92% AFUE For New Furnace I Minimum Heating Capacity: 14,846 BTUH For Addition Only I Minimum A/C SEER: 10.0 SEER For Optional A/C For Addition I A/C Tonnage: 2.0 Tons Optional (Min.Sens.=14,484 @ 100") For Addition Only - Duct Insulation: Minimum R-4.2 insulation is required on new ducts in unconditioned spaces I . - Note(s): 1) A new HVAC system will be installed for the addition only. - . 2) A new water heater will be installed for the entire house. . 3) All new windows and glass doors will have non-metal frames with single pane glass I and default values. I MANDATORY MEASURES CHECKLIST: RESIDENTIAL Gage -1,of 2) MF-lR 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 Instructions. Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT I I - Building Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. VFUZIFY MIN. Ot4 C,'F-la I/ § I 50(b): Loose fill insulation manufacturer's labeled R-Value, I V . * §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls V — (does not apply to exterior mass walls), VSQ.IVY MIMI ON CA___1%k * §150(d): Minimum R-13 raised floor insulation in framed floorsVp-Wr-Y mit4,00 &IF-Ijk V § vapor transmission rate no150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water va NOT REqD. �reater than 2.0 perm/mch. . §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. V § 1 16-17: 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 V/ Gain Coefficient (SHGC), and infiltration certification. 3, Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 1,6 only, w0TRE010. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. WOT 9EQ`0. §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 intake V air with damper and control c. Flue damper and control . 2. No continuous burning gas pilot lights allowed, I Space Conditioning, Water Heating and Plumbing System Measures: - § I I 0-§ 1 13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. I/ § 150(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. V I i § 1 500): 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/extemal insulation. 4, All buried or exposed piping insulated in recirculating sections of hot water systems. ­ . I 5. Cooling system piping below 55' F insulated,.(TABLE 1,-T)R-F_;rF-R.5UCT10N 1 LINE MIN. R-= i.,,, 6. Piping insulated between heating source and indirect not water tank. a ..S. I * § I 50(m): Ducts and FansI---- 1. All ducts and plenums installed, sealed and insulated to meet the requirement 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 ULl8I,ULl8IA,orULl8IB, If mastic ortape is used to seal 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 V 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 I adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually 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. § 1 14: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: At least 36" V a. of pipe between filter and heater for future solar heating. b, Cover for outdoor pools or outdoor spas. 1 3. Pool system has directional inlets and a circulation pump time switch. § I I 5: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no I I ,/ I continuously,burning 2ilot light, (Ex cooking appliances with ilot < 150 Btu/br) _ § 118 ft Cool Roof material meet specified criteria NOT PSCM. — _ I — Lighting Measures: -_ — §150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for lighting in kitchens. This general general lighting shall be controlled by a switch on a readily v/ accessible li�hting control panel at an entrance to the kitchen, § I 50(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 alternatives to this requirement allowed in § I 50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved, CERTIFICATEPage I CF-lR Project Title...,...... Jane & Glen Robertson Date..10/15/04 16:01:44 Project Santa Ana, CA 92706 �v5.41* Documentation Author... Julie , Rick Maurer Title 24, Inc. 7544 E Saddlehill Trail. Plan Check Date Orange, CA 92869 - 1 Field Check 7 Date Compliance Method...... MICROPAS6 v6.Ol for 20Q1 Standards by Enercomp, Inc. ------------- I A i I I �`11' r-Rick Maurer Title 24, Inc Run -Room AD � . . I Component Type Wall GENERAL INFORMATION Conditioned Floor Ares,®... 537 sf Building Type.<.,e......,.e Single Family Detached Construction Type .e<....,, Addition Alone Building Front Orientation. Frozat Faciasg 225 deg" (SW} Number of Dwelling Units... I Average Glazing Floor ConstructioneType.... Raised Floor Glazing Percentage..,..,.. 19,2 % of floor area .. 0.74 Average Ceiling Height.,,.. 9 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R-value R-value R-value U-factor Location/Comments - — — Wood R-13 R-n/a R-13 Front Wall, Left Wail Back Wall, Right Wall Wood R-30 R-n/a R-30 0.036 Vented Attic Wood R-21 R-0 R-21 flefl51 2x6 Vault Roof Wood R-19 R-n/a R-19 FENESTRATION Orientation — Area (sf) — U_ Factor — SHGC Interior Shading Window Front (SW) — — Window Window Window Back (NE) Door Window Back (NE) Window Door Right (SE) I I , ti-� Cn ­� s.- �-4 cl x "o, C �. rJo il.) 4 Z W 0 U) a) 1� 0 ;. �:-,1 �-� rD cd (10 1 cip a I- 1 1 0: I ;Z) � P,C, W P, � Cn >4 Q r g 4 M Cn 0 ­!� �0 :;� . 5- !� U 7R = ,.S" . - 4 � I= 4 4.-> ,0 ,� Z (n -ee , p ,:,- ;-� C�. E_ p X;.-4 Cn W E I U COO .- bl) � ;_- .- (4�: 0 �-� v) 42 1 4-. 0 Exterior Shading hang/ Fins Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes CERTIFICATE OF C®MPLIANCEo RESIDENTIAL Page 2 CF-lR I Project �"itle....<.>.<, Jane & Glen Robertson Date..10f15j04 16sfl1a44 - i- ------ -- -- ------ ___ _ - -------------------- I _1 I ! - I A"14T*_AR§*Ar-'Y#WR RefrigerantI Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow D Type Furnace 0.920 AFUE n/a Attic R-4.2 No No Setback No Attic No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type (gal} R-value Storage Gas Standard. 1 .62 — 50 R- n/a I REMARKS 1} Anew HiiAC system will. be installed for the addition only. 2) Anew water heater will be installed for the entire house, 3} A.11 new windows and glass doors will have non-metal frames I I - Vi � 0 ce .� 0 1 tli Ei �-� bri 01-- 9b ,�: t- � --s .7 - �s 0 ) .2 tko M - Ei � 9 :_�: iz. 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M M = '2 -S 0> = �_ � M � M , 4) ,!-- C�7. g:: ­ .�_ lizi � - .4 m co 'Z� = cl� ;,,- U = 1� :2� 0) ,C) .- 0 ,0 M � " (1) * �� ,�� Ei ,I) .;'� 0 .-'� ::3 'n 4) > ,�� - . - 0, V .- "' A 0 0 " ,a ­� 0 - = =. & �2 0 _�g = ,I) -1 �:3 0. 0 'I) - "O W C 0 "ri J� 2 ng 0 , ;J 0 -0 = -1, - 4) 0 = 8 W a) = 4) = _C� �3 t6 1 Z 0 W �2 0 V , C, 0 t 0 0 - ,2 0 _ U .- U , -8 -,� t5 E m - 1�� 7:1 � 0 11) . , 4) M 00 " kn �1> U i� .2 ­20 4�, .�� 1 1� �:3 " �5 0 M -R __� 0 ,8 ,�,j -7, .5 - � - 0 -,� _,4 .E� �� - I ,Q4 "� ,S , E C') .�_: 2 J'4d _ . ,..-, 0� g r� W- � I,,, -,,�, = - V $� .E t> •" i:4 -1 8'Is 0 r- (1) ,0 0 - .- ,_ , :� �: �� I p 8 � M bdD V �0- '10- -6� , .- V) .2 '�� � ,e " M i� E - 0 > its .I-- - to __ W = C,J ­ . W 5 0 �a C13 4) 0 -C 00 I (4 �2 �5 4 0> .0 r. Q� (1) In CU "I'l I c-, r, r ,;� a = .2 ;6 .t� Cd t 0 U U � U " I 0 t,o ra. = •E �, 0, Q - ') �� ,�g --"4 �p �� , , 0 J-4 b -S - 'r- ,- �, V 0 0 = Z - M 144 = 0 Im 0 0 .�j a 1-1 , - - 43 "4 . f� "o �od 'EL �0 .i� . ,2 �Ej 4) Z -S <U 0 �: 0 r� a) $= �n = Z! � 0 ,�4 U C1% > . �� 2 .�j � 7� -0 2 1=� -Z 1:1, cc �� .12 'D � � .4 15 2 2 0 ',7, (t) !:� 4.) =, Z" -�j 0 1) M M t� �: :n = V � km 0 0 1) M 2 �0 - r- Ce -S - 2 0 0 - " C13 a) _C� a) 0�,, = 4� ID = � 0 P3 � D � C,J U, U Ce __ C�) tXo - � 2 � E t� - �2 2 ,r- f� vl� ;� 0 - � �� -1 R V �:i 0 M�a 0 to 1-I i, -S 2 ,,, 0 101 U *Ei �5 - -F,3 �_ 0 - 0 2 t�l Cd q � �, r , 0 0 I - " 01= "O �,'-�-F4 " ._ ' (11 3 - E- , .t� t - .G 0 t ,fn r_ 0 t r:: =' a) - 2 - M �; V "Cii - .� �5 P: W 2 C- 80 , ,=0 0 > - ," 0 E 0 0 2 43 -0 M " M g .� '= - � to ,,, "i� ;� R. _�i .- �3 � .E - �R - ,�: = U ,C:", %p bp .�l .E - -1.4 ;:3 - >, 0 *Z1 "r.:i (h 'I) = " r-1 - U 0 1 14 - - ? 3 cc -0 � 'C 0 q) , Z 1;< .t:� �i ,C: U - , E �- M ­ - 0 0 r- '3 -�! " " 'T ;Z3 2 . -�4 lt� B I> � I � Q. 5 Xml r� � - 2 V . . Q� � ;�� :n - . . = to E 0 Z 0 (� -6 0 i, 0' 3 Z ;:1 2 =- E X: ,= X-1 11 - I - .2 r. C11 ,_0 Q) 0 :Ei 0 t t P ,= , 5 I:,. .2 �E C� Z r C) M 81 Z a> r- , - _0 - Cc) M (_ t 43 0 � s:4 ,*a P� ,_ M M k 11) 0 -_ it a) b4) *C� CO > E � �, P_ . - Z (1) - � � .�R �:; P r- 0 E M. 0 -E I"' r- - ,E �n - 0 ,c, r --t-, � - � "C' i:Z 4" 0 := - U 5 t') a Z� �; > � r_ 2 , 's M bfJ " �62 0 CZ , X P. 10 ,a P� ') �� ,3 �� -s as ?: W M - .�: "O > r- c- 4) S� V 0 M W = E i�. t). :2 a) c. " .,; i�, C> �, cz E 0 (1) 0 1> W ,2 U 2 W cl - U �, ,�; r� , Z �_ 0 r- �2 'I= . _R ",'.I -0 to 4� I's CIO r, K 3� , E 0�s r_ -0 L) 0 'I) M X U Z� 1 X E -�� 01� Jr:> ,,, in, M 0 �z (1) 2 - ;� - t) I 0 - - 0 _2� �> 1-, .A- Il" 0 a) - = 0 W �2 U � < 4-, um W -2 < W = , C� � U i� O-) � M 4) -V r. !!:- -�, , -5� "Z� 19 lt� � W �! 4! 4) :� I (1-1 M 1_*� 4 '�: = 0.) a) < =� �, _ijj - "o - > Q 0 -, - -FJ f� CL = 0 < 01 -0 :3 0 W ,/, -E — �� — CERTIFICATEI Page 3 CF-lR Robertson . User#-MPfl357 User -Rick Maurer Title 24, Inc Run -Room ADdition/Remodel COMPLIANCE STATEMENT complyThis certificate of compliance lists the building features and performance specifications needed to California Code of Regulatii�ns® and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility, When this certificate of compliance is submitted fora single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OVitNER DOCUMENTATION AUTHOR Name.,.. Name.... Julie Rabolini O'Callaghan Construction Address. 10615 Lawson River Avenue Address. 7544 E Saddlehill Trail Fountain Walleye CA 92708 Orange, GA 92869 Phone.,. (714) 968- 6538 Phone.., 714-771-1507 ir,11,1o,1 Signed, 5.. 10 I - � 1 . " I y (dalto / (dat ENFORCEMENT AGENCY Name .... 12 i cA-L fnd2Q.va Title ... 13=�� S jAjp4(�. I geni oq-4_17,+�� =- L_ Phone. . . _ (--I I `l 11 :2 ,> I - i _5-b ') — \1 Signed .. I0.1101.oy (date) , - . . , __ , � . , .... ", A-V171T10" F-Xl��_t,jt�.__ ... , __ _ . 1. L-/ I ­ 14-ovse - _.,_1,7_., I., . ...,Hc>,IZIZ,,t,,6tk4rv,,,FA,U,,..SBMYAOL11DOIE t I EYA--!;;_� .. . .11 -_PN_F_ wc>W (�Ae--7__FAU � I ..... -.-_� 14vAN. C � ,AFUE. Wi�4... .... � 11) . . 44%0/10 1 1 .eM) OUTPUT I 371100 , I � _CFNI� I - � Bls- I ­­. .11,111. I 11 V5,ZT, G,0QL'41_I_C0_IL_.. I I . � I � ­ ". , - . ' H,02- I7L00164,,C0e_1L I . - � I I . � I TX\1 .11 1 1. - - � . � G0NVF_NS,J W6,_U�,i,jT_ 55C,N4,�,07,tA I e�E'E'9" (MIN.) 't 10.0 � I—- 11- 1. 11. T0f_-A4,__, . 1, . I I �. I 0 1 I WATF-9. PE,&TFIZ, 1. I I I 1­1 I I L42vaSO-t-�aF I GtAlt-It-011"I-_ _ ., .., ... eTUH IW9Lrr..... .. H,00 REC. eFFIc. , . I I � - � . -7 La lylo - 5T.WV"e1y-L0PC;6_,___ I I. ... 0i 4, ., . . . . . . . . 1 E$AE9QJ FACMIR _ ....... ....... "I'll, ....... - ....... � I . I ll. 11 ­11- -.1-1- _­1 1.111,11- �ft � 8404. 1 1 1. .1 ­1 1. ­11 EXT,'BLA.NKST . , J\J)2 I'tT-HA - 9-AT)Ll I I , , �'. � I HVAC DUCT TF_,,,' � I W 1 ­­­­ , , , I � I ­ 1-1. I .. - .. . I—. - - 1. 11-1. I . NF-W-) =' V — I 2-ki-I I�Aevut,-ATION gmqo, ON OUr-TS IN Vt,4C0W01T10NF_0 irvPAC-rElv. ,r W14HT SMT-ZA,C�4 J-IrAeaMos�TA­Tev Ajar= Raqvlr4sq. * VE':;Z'Fy SOUN'D OR NCe r-7,F-J-P- (IF 41s4Y) P9,10(Z TO A)C. Sla-r. Compliance Forms -_ August 2001 A-6 24 X 36 PRINTED ON NO. 1000H CLEARPRINT e DRAWING NUMBER e-11,11 T, '—',If--