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HomeMy WebLinkAbout10151448.pdfGENERAL NOTES 1- CONCRETE STRENGHT..2,500 P.S.I. @ 28 DAYS. USE TYPE 11 OR V CEMENT 2- STEEL REINFORCEMENT • GRADE 40,DEFORMED) 3.- ANCHOR BOLTS,' A-307 4- LUMBER: USE DOUGLAS FIR, LARCH NO.2 OR BETTER UNLESS OTHERWISE NOTED ON FRAMING PLANS. 5.- PROVIDE A MINIMUM OF 3" DIAMETER SEWERIDR41N LINE WITH 2% MIN, SLOPE. 6.- RECEPTACLE OUTLETS SHALL BE SPACED @ 12' O.C. MAXIMUM AND SHALL BE LOCATED WITHIN 6' OF DOOR OPENINGS (E.G. CLOSET DOORS, ETC.). ALSO, EVERY 2' OR WIDER OF WALLS. OUTLES ALSP REQUIRED FOR COUNTER TOPS @ 4' O.C. AND WI MN 2 FEET OF ENDS OR BREAKS OR COUNTERS, NEC. 7.- PROVIDE OUTDOOR RECEPTACLE OUTLET WITH WEATHERPROOF COVER AND GROUND FAULT CIRCUIT INTERRUPTER (GFCI) AT FRONT AND REAR OF DWELLING UNIT, NEC. 8.- PROVIDE HOSE BIBB WITH NON-REMOVEABLE BACKFLOW PREVEN TER DEVICE AT REAR AND FRONT OF DWELLING. 9,- PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS MTH BATTERY BACK-UP ADJACENT TO AND INSEDE BEDROOMS. BATTERY OPERA TED IS ACCEPTABLE IN EXIS77NG AREAS. 10.- COMPLY WITH THE ATTACHED ENERGY CONSERVA77ON REGULATION (T-241CHECKLIST. 11, PROVIDE HEATUNG TO PRODUCE THE REQUIRED MINIMUM ROOM TEMPERATURE OF 70 DEGREE FAHRENHEIT 3FT. ABOVE FLOOR LEVEL. SHOW LOCATION, SIZE AND OTHER REQUIRED SPECS ON PLANS. ALSO UNDERCUT DOORS FOR NON -DUCTED HEATING SYSTEM FOR WARM AIR CIRCULATION. 12.- USE 2"x6" MINIMUM STUDS FOR PLUMBING WALLS. 13.- CONTROL VALVES FOR SHOWERS AND TUB -SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, SEC. 410.7 UPC. 14.- PROVIDE A MINIMUM OPENING OF 100 SQ. INCHES FOR MAK.E✓UPAIR IN LAUNDRY CLOSETSIROOMS SEC 908.2, UMC. 15.- MAXIMUM FLOW RATE STANDARDS SETBY THE CALIFORNIA ENERGY COMMISSION. WATER CLOSETS: 1.6 GPF SHOWERHEADS: 25 GPM LAUNDRY FAUCCTS 2.2 GPM SINK FAUCETS 22 GPM 17,- ACCESS PANNEL (12"x12") REQUIRED FOR TUB TRAP SUP -JOINT OR USE NON SUP (WELDED) JOINT. 18.- STUCCO , AT H AND DRYWALL SHALL BE NA17ED TO ALL STUDS AND TOP -BOTTOM PLATES. 19.- USE 2-25 # FLET BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC. 2501.4. 20.- THIS PROJECT SHALL COMPLY WITH THE 2001 EDI77ON OF THE CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE 1997 UBC, 2000 UMC, 2000 UPC AND 1999 NEC. 21- ELECTRICAL WIRING SHALL BE COPPER NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL INSPEC77ONIS PROVIDED. CONSULT CITY ORDINANCE ARTICLE 110 AND SEC77ON 110-115. 22- RECESSED LIGHTS AT INSULATED CELLINGS SHALL BE UL LISTED FOR DIRECT CONTACT WITH INSULA770N. (ITC FIXTURES) 23- PROVIDE WINDOWS THAT ARE RATED AND CERTIFIED FOR 20 LBSISF OF WIND LOAD FOR THIS CLIMATE ZONE. 24.- PROVIDE MOIST -STOP FLASHING ARIOUND ALL WINDOWS DOORS AND OTHER OPENINGS. 25.- EXTERIOR STUCCO SHALL COMPLY MT H CHAPTER 25 UBC. PROVIDE SEPARATE INSOECTIONS FOR EACH INSPECTION AT PHASES OF EXTERIOR PLASTER AS FOLLOWS: SCRATCH COAT, BROWN COAT, AND COLOR COAT. PROVIDE 60 MINUTEBUILDING PAPER MINIMUM FOR EXTERIOR STUCCO. L 26.- PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITHANICSO OR UL LISTING ROOTING MATERIALS SHALL BE INSTALLED TO MEET HIGH WIND EXPOSURE "C" CONSTRUC77ON REQUIREMENTS ALL ROOFING MATERIALS MUST OVERHANG THE EDGE OF 7HE ROOF SURFACE. PLYWOOD ROOF SHEA77NG IS REQUIRED UNDER ALL ROOFS (UNLESS RE -ROOFING OVER EVS77NG SHINGLES). 27.- PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CLASES. 28.- SWINGING EXTERIOR WOOD DOORS 77 BE EQUIPED WITH A DEADBOLT & DEADLOCKING DEVICE BOTH KEY OPER47ED FROM OUTSIDE. DEADBOLT TO HAVE A HARDENED INSERT, 1"MIN. THROW, AND 518" EMBEDMENT INTO THE JAMB. 29.- WOOD DOORS TO BE MIN. 1-3I8" THICK DOORS tM77.1 ACCESSIBLE PINS FROM EXTERIOR SHALL HAVE NON REMOVEABLEPIN TYPE HINGES. DOORS STOPS TO BE ONE PIECE CONSTRUC77ON OR JOINED BY A RABBET. 30- SLIDING GLASS DOORS & WINDOWS SHALL BE CAPABLE OF WITHSTANDING BURGLARY RESISTANCE TEST S7EFORTH BY LOCAL BUILDING AUTHORITY (LE. SECT. 6706 & 6707 OF LA. COUNTY BUILDING CODE) AND BEAR FORCED ENTRY RESISTENCE LABELS. 31- DOORS & WINDOWS OPENING TO EXTERIOR OR AN UNCOND177ONED SPACE SHALL BE WAT HERSTRIPPED TO LIMIT AIR INFILIRA 77ON ALL MFG. SLIDING GLASS DOOR AND WINDOWS SHALL MEET AIR INFILTRATION STANDARDS AS REQUIRED BY FEDERAL ANDIOR LOCAL AUTHORITY AND BE CERTIFIED AND LABELED THUS. 32.- INSULATION COMPLIANCE CARDS SHALL BEPOSTED IN A CONSPICUOUS LOCATION WITHIN THE BUILDING. 33.-- INSPECTION IS REQUIRED FOR ALL IN -PLACE INTERIOR AND EXTERIOR LATH OR WALLBOARD BEFORE ANY NAILING IS COVERED. 34, SHOWERITUB ENCLOSURES AND DOORS TO BE 3I16" FULLY TEMPERED. 114" LAMINATED OR APPROVED PLAS77C ALL DOORS TO SWING OUT FROM SHOWER COMPARTMENT 35- WALLS AT SHOWERS AND TUBS SHALL BE APPROVED 77LE FIBERGLASS, OR CEMENT PLASTER TO 6-6"ABOVE THEFINISH FLOOR. MATERIAL OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. 36.- FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO BE EQUIPPED WITH BLACK -DRAFT DAMPERS. 37.- ALL DOORS AND WINDOW MUST COMPLY WITH BLO'D SECURITY STD'S ORDINANGE # 7-79. 38. PROVIDE DEVICES TO ABSORB HIGH PRESSURE RESULTING FROM QUICK CLOSING OR QUICK -ACTING VALVES FROM WASHER AND DISHWASHER. NED EXIS77NG SETBACK of .,- AV2 nn► CAI 01 IIVV ;,Ur'KC HALLAL?AY STREET SITE PLAN SCALE 1/8" = 9'-0" EXISTING DRIVEWAY c OF NEW ;OND FLOOR :!STING FIRSTFLOOR IE PROJECT DATA TYPE OF CONSTRUCTION V - NON-Sprinklered GROUP OF OCCUPANCY R - 3 PROPERTY TYPE SINGLE FAMILY NUMBER STORY STRUCTURAL HEIGHT LEGAL DESCRIPTION: LOT OF TRACT # BOOK .PAGE OF MAPS Assessor`s Id. Number LOT AREA = 5804 S.F. BUILDING AREA EXT'G ONE STORY •= 1008 S.F. EXT'G GARAGE = 430 S.F. NEW 2nd FLOOR ADDITION = 900 S.F. LOT COVERAGE = 2596' APPROVED x w�' s NO P ik 18103 ALBURTIS AVE. ARTESIA, CA 90701 TEL. (562) 865-4862 �� CJ Q L: LTJ Z o cn O -� V Q W < a) Da a Q= p M 1' _ ITS SCALE: DRAWN: REMSIONS: SHEET: A-1 OF SHEETS fir•• 5HEET5 wi M FLOOR PLAN NOTES: 1.- PROVIDE WATER RESISTANT GYPSUM BACKING BOARD AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER COMPARTMENT WALLS. 4-oa 2.- ANTI SCALDING SHOWER & TUB SHOWER VALVES REQUIRED. 3.- SAFETY GLAZING IS REQUIRED ON WARDROBE DOORS 4. - INSULATION SHEDULE: NEW WALLS R-13 NEW ROOFS R-30 5. - GROUND CIRCUIT INTERRUPTER (GFI) OUTLETS SHALL BE BATHROOMS, GARAGES, BASEMENTS, ORAWL SPACE, OUTSIDE, ALL KITCHEN COUNTERS ISLANDS. 6.- PROVIDE RECEPTACLES WITHIN 2 FEET OF KITCHEN SINKAND 4=0" O. C. @ COUNTERS & ISLAND. 7. - IN NEW BEDROOMS ALL RECEPTACLES SHALL BE ON ARC -FAULT CIRCUIT INTERRUPTERS. 8.- BATHROOMS AND ROOMS CONTAINING A WATER CLOSET SHALL HAVE AT LEAST ONE LIGHT FIXTURE WITH AN EFFCIENCY OF NOT LESS THAT 40 LUMENS PER WATT, FLOURESCENT 9.- GENERAL LIGHTNG IN KITCHENS SHALLHAVEAN EFFICENCY OF NOT LESS THAT 40 LUMENS PER WATT (FLOURESCENT) UNDER COUNTER. All sleeping rooms in dwelling units bellow the fourth floor shall have,it least one operable window or door approved for 10.- PROVIDE HARD WIRE SMOKE DETERCTORS WITH BATTERYBACK emergency escape or rescue. The emergency window or door Shall be parable from the inside to provide a full, clear UP AT ALL SLEEPING AREAS AND HALLWAYS LEADING TO SLEEPING opening without the use of separate tools. Escape or rescue windows shall have a minimum net clear openable area of 5 7 AREAS. EXISTING AREAS SAME EXCEPT BATTERY square feet. The minimum net clear height dimension shall be 24 inches. The minimum net clear width dimension shall be 20 inches. When windows are provided as a means of escape or rescue they shall have a finished sill height not more than OPERATED SMOKE DETECTORS. 0) 44 inches above the floor.' II.- PROVIDE CLEIRAR OPENING AL WINDOW WITH MIN, 2011 CLEAR IN The table below shows the minimum height and width or required 5.7 square feet openings. winrw mw oA#, CLEAR P IN HEIGHT miAt -k 7.-z iz e)PPAI AREA AND MAX Width 27.5 1 28 1 28.5 1 29 1 29.5 -.1 - 30 30.5 31 1 31.5 1 32 1 32.5 1 33 1 33.5 1 34 134.5 qtight 29.8 1 29.3 1 28.8 1 28.3 27.8 1 27.4 1 26.9 1 26.5 1 2rm 25.7 25.3 24.9 1 24.5 1 24.1 123.8 Width 20 1 20.5 1 21 1 21.5 22 1 22.5 1 23 1 23.5 1 24 24.5 25 25.5 1 26 1 26,5 1 2 Height 41 1 40 1 39.1 1 3&2 1 37.3 1 36.5 1 35.7 1 34,9 1 34.2 33.5 1 32.8 1 32.2 1 31.6 1 31 1 30.4 I � 111 111111piiip;11111 III I III 1#Mz ;41cJI 11 7*f4q#7 44" WINDOW AT EACH BEDROOM PER SEC. 310.4 UBC ON PLANS INCLUDING REPLACEMENT WINDOWS AT EXISTING SLEEPING AREAS. 12.- GLAZING MUST BE TEMPERED AND AFFIXED WITH PERMANENT LABELS PER SEC 2406, U, B.C. FOR GLAZING INDOOR AND WITHIN 24" ARC OF THE DOOR (IN A CLOSED P.ASITION) IN WALL ADJACENT TO TOP AND BOTTOM LANDING OF STAIRWAY SHOWER AND BATHROOMITUB. 113. - WINDOWS SHALL BE ALUMINUM FRAME SLIDING HORIZONTAL, DUAL GLAZED. 14� MIN. NEW 1)00RHEIGHT SHALL BE 0-8" WALL LEGEND to C4 EXISTING WALL NEW WALLS DEMOLISHED WALLS DOOR OR WINDOW TO BE, FRAMED Ad 44,-- '*Alm pip- OA ....... .. .. ....... ko )IIIA 0 AHA ��Or eop tp A.A! eop # FIRST FLOOR PLAN SCALE 1140 -- 1 1-01, LINE OF NEW SECOND FLOOR 0 z z z n 0 z z 0 LLJ z ;MT; zq) M JA�!EEL � . ROMO No PL4~ iaiw Awuwn5 Aw. ARTESA, CA 90701 TEL. (562) 865-4862 Z z < z 0 C 0 0 0 LAJ < 0 r) < <r 0 L- M r- 0 D- cr" 0 0 "IJ LjL C DATE: SCALE: DRAWN: REVISIONS. SHEET: A � OF SHEETS it al PROVIDE 3 - 2" 0 HOLES IN BLOCK FOR ATTIC VENTS. PROVIDE BAFFLES AT INSUL. TO AVOID 8LKG VENTS. LINE OF STUCCO WHERE OCCURS PROVIDE 4"X 14- (114-) CORROSION RESISTANT METAL MESH WHERE STUCCO EAVES OCCUR 0-0" O.C. EAVE ATTIC VENT DETAIL NEW ROOF cv TYP ROOF PLAN NOTES: 4 - V2 PROVIDE A MINIMUM CLASS C ROOFING MATERIAL WITH AN ICB0 OR UL LISTING ROOTING MATERIALS SHALL BE INSTALLED TO MEET HIGH WIND EXPOSURE "C" CONTRUCTION REQUIREMENTS.' ALL ROOFING MATERIALS MUST OVERHANG THE EDGE OF THE ROOF SURFACE PLYWOOD ROOF SHEATING REQUIRED UNDER ALL ROOFS (UNLESS, RE -ROOFING OVER EXISTING SHINGLES). k too i60 41rf. ,7 A YA ROOF. PLAN SCALE 118" - lo-off a rB4� A- J. 64' 6�-X Z-9" 10 2-6" 5'-OX4kO SL 5'-OX40 SL RED 8'-0" CEILING HGT. NOTE. SHATTERPROOF SHOWER 1/1 IN ,ENCLOSURE W1 TEMP. GL DR L- r/00=0001 6'-3" 1 � 3-0" BED 64" CEILING HGT I � � 3.0- 2.VX4'-O-SL NOTE.= SHATTERPROOF SH ENCLOSURE W1 TEMP, GL C-i iLL ROOF BELOW cli 11 X-0" 4-6, F cm Typf\ A- /tTyl I\r3:12 3.-12> A A ow 8w MASTER BED A- A- W-0" CEILING HG`T, Z4 &-O'X4�-O"SL cv ROOF BELOW 14-O" SECOND FLOOR PLAN SCALE 114"= V-0" X-O" LINE OF NEW SECOND FLOOR FIRST FLOOR LINE 12 a n z U) z m JAIBLEIOE'N. ROMO ,AOKA"* 18103 ALBURTIS AVE. ARTESIA. CA 90701 TEL. (562) 865-4862 L moo ;T4 Z 0 z < 0 -0 a < U) < V) ui W 0) c) < 0 0- < -r 0 0 M r, C.7 Z Q :_t CL Z � Q z 0 Lv u 0 c) _J D m. JAMES N. R Mo 18103 ALBURTIS AW. ARTESIA, CA 90701 TEL. (562) 865-4862 4/ 4 Q 0 Z c O � U3 T3 Q `� W < w a) d Q © s- 0- m rw. 0 -, r 0 uj DATE SCALE: DRAWN: REV1SfONS: SHEET: A-� OF SHEETS W 0, _z Z Z d J CL a Z � d Z 0 V) W 0 _z m J.E LE N. R.4MO No PLVMO 18103 ALBURTIS AVE. ARTESIA. CA 90701 TEL (562) 865-4862 mmmowmmwmmmmwllw F-- O Z V c a 0 -� V) < Q w C< N -t 0 Q O"'f 1- CL m r- 0Ir-� I`_ 0 LQ DATE: SCALE: DRANM: REMSIONS: SHEET: A-5 OF SHEETS SHEAR WALL, SCHEDULE (2001 U.B.C.) WALL SHEAR TOP ANCHORAGE MARK CAPACITY WALL SHEATHING SILL CONNECTION (blocking to wall) (PIP J'STUICCO OVER PAPER BACKED 5/9'A.B.@ 77O.C. SIMPSON A 35 @ 37 AL 180 LATH W/ 16 GA. STAPLES @ 6!'O,C. TO CONC OR MASORY D.C. OR 16d NAIL TOP & BOTTON & E.N. & CN> 16d SPN @&' O.C. @ &, O.C. (PER I.C.B.O. REPORT# 1823) TO WOOD 518' A.B.@ 48' O.C. SIMPSON A 35 @ 20r A 260 318' STIR. 11 PLY W/ 8d @ e'O�C- To CONC OR MASORY D.C. OR 16d NAIL E.N. & 12" O.C. F.N. 16d SPN @ 6'O.C. @ 6' O.C. TO WOOD S/V'A,B.@ 36' O.C. SIMPSON A 35 @ 19' 310 117 STR. It PLY W/ 10d @ 6'0-C. E.N. &.12'O.C. F.N. TO CONC OR MASORY 16d SPN @ 4' D.C. O.C. OR 16d NAIL @ 4!'O.C. TO WOOD 5/91 A.B.@ 30' D.C. SIMPSON A 36 @ 12' 12 460 1/2- STR. It PLY W/ 10d @ 4" O.C. TO CONC OR MASORY O.C. OR 16d NAIL E.N. & 12" O.C. F.N. 16d SPN @ 3' O.C. @ 3' O.C. TO WOOD 5/8!' A.&@ 24' O.C. SIMPSON A 35 @ 6' 13 600 117 STR. 11 PLY W/ 10d @ 3' O.C. TO CONC OR MASORY O.C. OR 16d NAIL E.N. & 12" O.C. F.N. 16d SPN @ 2-�'O.C. @ 2.1 rZ O.C. TO WOOD 5/8!'A.B.@ IS- Q.C. SIMPSON A 35 14 770 1/2STR. 11 PLY W/ 10d @ 2' O.C. TO CONC OR MASORY 6" O.0 E.N. & 12" O.C. F.N. 30d SPN @ 3' O.C. TO WOOD 5/8!' A.B.@ 16'O.C. SIMPSON A35@ 15 870 1/7' STR. I PLY W/ 10d @ Z' O.C. TO CONC OR MASORY &I O.C. E.N. & IZ'O,C. F.N. 30d SPN @ 3" O.C. TO WOOD NOTES - I ALL EXTERIOR WALLS TO BE SECURED WITH 5/8' DIAMETER BY 10' LONG ANCHOR BOLT AT 48"O.C. WITH T'MINIMUM EMBED. INTO FOOTING, UNESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS TO BE SECURED WITH SHOTPINS, RAMSET #3348 (OR EQUIVALENT) @ W O.C. AT BEARING WALLS AND 49'O.C. AT NON -BEARING WALLS, UNLESS ATHERWISE NOTED. 3. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. 4. CODE MINIMUM 16d SPN @ 16' O.C. AT CONNECTION TO WOOD. 5. WHERE DOBLE 2x SILL PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. 6. ALL NAILS ARE COMMON NAILS. 7. USE STUD @ 16' O,C MAXIMUM; UNLESS OTHERWISE NOTED. 8. 50GiAME1 ER ANCr;OR BOLT MAY BE REPLACED BY 5/8'DIAMETER THREADED ROD, 4' MINIMUM INTO THE CONCRETE, CLEAN, THEN FILL WITH EPDXY; SIMPSON ET22 (OR EQIV.) fCBO REPORT #4945; SPECIAL INSPECTION REQUIRED. 9. USE 3x STUD AT PANEL JOINTS AND 3x BOTTOM PLATE AL FOUNDATION. USE 12" LONG ANCHOR BOLT WHERE 3x MUD -SILL PLATE IS USED @ WALL ELEMENTS "17, "13', 14!1, & "16'. 10. WHERE SHEAR WALL ELEMENT INSTALLED ON BOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL BE HALF SHOWN ABOVE; UNLESS OTHERWISE NOTED ON PLANS. 11. PROVIDE A MINIMUM OF I12'EDGE DISTANCE FOR NAILING AT THE 3x BOUNDARY AND PANEL EDGE MEMBERS OF THESE WALLS. 12. ALL ANCHOR BOLTS SHALL HAVE Z'SQUARE x 31115' THICK METAL WASHERS. 13. STAGGER PLYWOOD EDGE NAILING @ WALL TYPES 12,13,14, & 15, owrewo I.- HOLDOWN HAR HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2.- BOLT HOLES SHALL BE A" MAX OVERSIZED AT THE CONNECTOR OF HOLDOWN POST INSPECTOR TO VERIFY 3.- HOLDOWN ANCHOR BOLTS SHALL BE RETIGHTENED PRIOR TO COVERING THE WALL COVERING. 4.- THREADED RODS IN HOLDOWNS USE simpsoN ET22i.c.ao.4945 REQUIRES CONTINUOS INSPECTION, 5. - PROVIDE 2j"x2j"X4" THCK METAL WASHERS @ ANCHOR BOLTS PAD FOOTING' SCHEDULE FT 2'-0" SQUARE X 12" DEEP WITH 244 E.W. 2-8" SQUARE X 12"' DEEP WITH 344 E.W. [F3] 2'-O"X 3-6"X 12" DEEP WITH 344 E. W. [F4] 4, 0. SQUARE X ?6" DEEP WITH 444 E.W. 0 FOUNDATION PLAN SCALE 1140 -IF Off on z z z r) z z 0 Ld ��. z 0 _j m JAMES N. ROMO VVL" DOW AM PLAWWO 18103 ALOURPS AVE, ARTESIA, CA 90701 TEL. (562) 865-4862 LTJ < z fill F- z < 0 V) C 0 45 Ln V) < < UJ < ry tU 0 < 0 < 0 L_ 0- 6� m 0 0 LjL vz� CL DATE: SCALE: DRAWN: REVISIONS: SHEET: S-1 OF OF SHEETS 4X6 0 -0 ;o � U-1 L= 13'Ro. ZD r 1 lop A/ 28 6X12 RIDGE C> ro v< 0 cci 27 Z3 0 D-1 n5 4000,10, CALIFORNIA FRAMING m q 6 70\_ L=6" L i& 2 4X6 r 6 RR 0— 16" OC L= 12" D-1 "x 4 , ENTIRE WALL 7- -T I I 2X6 CJQ 16" 0 FRAMING NOTES: 1. BOOR SHEATHING: + L 112 "COX PLYWOOD, INDEX WITH EXTERIOR GLUE, 8D COMMON 47 a. Qj NAILS AT 6"O.C. AT ALL PLYWOOD EDGES, BOUNDARIES AND SHEAR Up LJ WALLS, 12- O. C. AT FIELD. BLOCK ALL EDGES. Vt. L=21' (/ i Z FLOOR SHEATHING: c� { lg CD, T&G PLYWOOD, INDEX 16, WITH EXTERIOR GLUE, 10D '00 �l (N) 2X6 RR@ 24- Ll Ar &11 O.C.AT ALL I PLYWOOD =r%f�_ BOUNDARIES f 2 fviivlwiv Iviliff.0(;- 1 yta SHEAR WALLS, 12" 0. C. AT FIELD. NO BLOCKING UNLESS NOTED. 3. 2 OR MORE JOISTS SHALL BE FASTENED TOGETHER WITH 16D NAILS AT 6" �5:114XI 1114 PSL, O.C. OR MORE JOISTS SHALL BE FASTENED TOGETHER WITH Y2"DIAT BOLTS AT 24" 0. C, STAGGERED. RETIGHTEN BOLTS PRIOR TO APPLYING L FINISH MATERIAL : 2X12FJ Q 2411 XPI0C L=4' w L=4' 4. ALL NON -BEARING BALLOON FRAMED WALLS EXCEEDING 14=O*m IN HEIGHT ru, ANDNOTSUPPORTEDBYCE CEILING JOISTS AT EITHER SIDE SHALL BE d) A I i-, FRAME WITH 2X6 STUDS AT 16" O.C. (NOT TO EXCEED 2a-O'). f ` 5. USE 2X6 STUDS AT 16" O. C. A T ALL EXTERIOR WALLS EXCEEDING 10'-0" 14! 1 I NHEIGHT 6. STUD WALLS SUPPORTING TWO FLOORS AND ROOF SHALL BE FRAMED Ao wft- WITH 2X6 OR 3X4 STUDS AT 16"0. C. "X L=20' 7. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- BEARING PARTITIONS. 8, PROVIDE CONTINUOUS SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS., ,"OC 9, USE SIMPSON "PC" OR "EPC" CAPS ArALLBE4M­POSTCONNECTIONS NEW2X12 FJ 16 UNLESS NOTED OTHERWISE. rf 10. ,(1SE SIMPSON "U" k$iNGERS AT ALL JOIST BEAM' CONNECTIONS UNLESS NOTED OTHERWISE PLAN 4 -SECOND FLOOR FRAMING - ROOF FRAMING PLAN SCALE 114" f '-0" Ow-, SCALE 114" FIRE BLOCK STUD WALLS AT 10' INTERVALS HORI AND- VERTICAL) to . ..... .... ENCLOSED AMD CONCEALED SPACES, AND AT OPENINGS AROUND VENTS, PIPES, u Ju DUCTS. CHIMNEYS; BETWEEN ATTIC AND CHIMNEY CHASE, AT STAIR STRINGERS, 740 AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS. ILAR 00, MOr lox, ­4 <81 L=23' �I I wml ml z z z CL z 0 U) Ld 0 0 z m JA�LEtN. ROMO w AW PLOWO 18103 ALBURTIS AVE. ARTESIA. CA 90701 TEL. (562) 865-4862 0 z F— z < 0 c 0 < < < cr_ < 0 < L mr-1 0 Bj 4"x "STUD DEPTH *• x *" RIDGE BEAM PER PLAN - " a " 2 x4 STUDS @ to O/C -- 112" PLYWOOD " _ i B.N. 2"50 LEDGER WI / 2'k " RAFTER W/ JOIST HANGER {E} i 2"x "STUDS i to SIMPSON H.D. & 0.% % STAB BOLT PER PLAN f' SIMPSON ST22 2- led PER STUT + t � PLYWD SHT'G % - STRAP @ 4-a O C. + 2'k4" SILL PLATE W/ + {E) � (N} 518"0 THREADED ROD! / -`•-� Q t + f 16d @ W O/C OR + EPDXY; SPECIAL IN SIMPSON ET PLYWOOD SHT'G E € � 2 x PT SILL PLATE Q + PER S.W SCHED INSPECTION REQUIRED. ° eA a a4SE 5/8" CD X PLYWOOD (E) 11 ® o AE SIMPSON 2'5c ° BLKG @ 4' 0/C WEEP SCREED @ STUCCO FIN (E} LONG SLAB 11 b a FOUNDATION PLAN 4 a a 4 $5 i� FOR REINF EPC COL. CAP SHEAR PANEL ° 14 A a LOU a%� ° WHERE OCCURS NATURAL GRADE •a {� 19 • . • • o '" a � � •.., a KINGr_-____..,_.._,SIIMPSON him^ - i .. _.. a '.. ,�irw�......_.- _ _ • 7S:P�IPOST ifiT, fi�T=11 =i f�2'k + . " 4`�in_a� !'�' �' �` 4' = i il['i tit 3' ti - ON RIDGE BOARD + a +}1 +0; +_ EXISTING r BEAM OR WALL-- "+ a F0077NG % BELOW I _ �.;�'� '° °• < / 2'k12" F J. 2'k" CLG JOIST W/ s:�,s--si s -- - 2"x " ROOF RAFTERS JOIST HANGER t 2- 16d TOENAILS TO RIDGE (E) 2"x4 " @ IW O/C WHERE OCCURS IVA MODEL aA" aBe lictl BSTB HD 2A 9" 19"" 18" SaTET 20 HD 5A 12"° 23" 20" SSTS 24 HD 8A 12" 31" 28" SSTS 34 P140 12" 31" 28" SSTS34 1OA '12" 31" 28" SSTS 34 f'c = 2000 PSI MiN (SSTS I C B.O., RR #4935) LARR # 25152 10 -led EA SIDEOF PLATE SPLICE, TYA ALT. SIMP, MST 27 STRAP (LARK#25119) (2) "of, 2'k4"STUDS @l8"O C r , s fi 1�6 21 PLYWOOD- (E) R-13 INSULATION WHERE OCCURS. SHEAR WALL END POST x "RAFTER PLYWD SHT 'G CALIFORNIA 2"x " RR PER PLAN 2 {SEE SCHED,) �� 6„ O.0 rw R-13 INSULATION FRAMED ° - `� 2'kd"STUDS @ tall O/C POST PER PLAN W1 PER PLAN PLYWD SHT'G PER PLAN {E) STUDS E PLATE SILL T PLYWOOD E.N. f j `Llf-- FLOOR SHrG ! HD A HOLD DOWN o f W/ & •►16d @ END (E) i,1 �C 1' "x4" P T. SILL _-_1 WEEP SCREED {E) CONCRETE SLAB W 2'k " SOLID a SAWCUT ` W15/$" 0 5/$" 2i OR 7J$" 0 8 N @STUCCO FIN LOKING �� THREADED ROD W112" EN ALTERNATNE ° a ° � ` \ ANCHOR BOLT R - 30 INSULATION z ` SETEMBEDMENT, SIMP A35F LOCATION {E) J f ' a / STRAP / """ " REINF PER PLAN (E) PLATE SiLL SPECIAL INSP REQ'D I NATURAL GRADE ° `"`� c -- - --- " „ 2x CONT. + +, -" !� lfjflifl ,Isl f'1=tiT''11!t tft-,(f" 1 ° a a 4 (E} \ a i8aQ6 O.0 _ "SHAPED" W/ + 11£. ' •€s, s € rt€ rii J : 4 iff 11flt•„Ill €€tIII 11lIll lF€{.111 €€• *:•»•, , . " EXISTING` #} ffl +° a fti'llrti{ / o ° e NATURALIGRADE I !'ri° ° ° =r W NAIj FULL LER 2 x C.J. PER P1AN FOOTING ° la '.t,' SIMPSON ; 1 "f�iff' ° ♦ ° 1t `€; {'3 W A 35 @ 16 OJC t t 1 1' , € f; t€�.t.{!. J ! ';., €� 1l; ''I' u Y LK G' €! V} „ It ,t' i f / '{ -j11 `,f' 'It (1 ....t !"'�t•t i€".:_" 1.._ ° f a EW UNDERPIN t it 1 1 a a' i!€t+ i ill ! a l l i 1 2„x "B E N SiMPSONA 35 @ 32" O/C i I, +€, t' ,} if ,f� 1+, *„ *„ r 1#4 CONT TOP l,- ll: 1,1 ttjul,R PLAN ° x BEAMPER PLAN & BOTTOM t� f ' €'•i' 'r fi s t,s/41�/UV 8 { Ti MAX. OR PER S W SCHED Q „' �►' ' ° a " 0 2 x F.J @ 16 0/C I O " „ 1 a.. 1 € ' tt f ♦ ° i! f�( a t E CONCRETE SLAB 2 X W f l € s' �, 2"x RAFTERS FACIA (2) 2'k4" TOP PLATE i- 11f 4 . ° ' ° l�1�y".i „ „ t�€#' ° a{ _ °a a °a I 1 i �lt111� e ° 4 ° ° If„fflNF PER PLAN (2) 2 X4 TOP PLATE _ ,tz'fi11f1+! r w 1-�f W t' € ," e 4 !!! POST TO MATCH ABOVE POST I ; , _ F i t s,r. TTit. -r3% fiii — +- 2'kW STUDS 16" W ,� +;'i +' ,?j _t€tr' ti, i !1 EXISTING (i{f -jai ,ii li NONLfEUDF2x "BLOCKING NAIL 2x WALL FINISH ° PLYWOOD PER PLAN O.G. UNO ,:,' , , t.l , ,., ,,, „ „ r s _ -t, • t , 1, Z i i s '' ��! - WRAP STRAP AROUND FOOTING WHERE OCCURS BEAM & NAIR PER SCHEDULE i2" SHAPED W12-16d EACH RAFTER !'!l'1I;";i (SEE PLAN �i! ° TO WALL BELOW TO BEAM BELOW z FOUNDATION UNDERPIN ' � � STRAP HOL.DOWNBETWEEN FL . HOLI?OWN OVER EXT"G. FOOTING C22) 27, PLYWD W1 EXTERIOR GLUE OR 1'kKING 8" T. & G. r AT TOP &BOTTOM NAIL FLUSH BEAM PER PLAN ,.-'�"-"T" 21k "STUD WALL W( 2"x BLOKING FLAT OUTLOOKER @ B N STARTER BOARD @ OVERHANG , AS REQUIRED PER PLANS COMMON AILS 24" 01C, NOTCHED INTO AT EA. IDE OA34B.N. TO FRAMING DBL. TOP PLATE FULL MST EEnOWN {q/ggp C - -- PLYWD. SNT't3 1 SIMPSON ST22 1ST. RAFTER � 2"x "PLATE W! S/LL NAfUNG ' � FULLY NAILED BEAM � �� @ 4'-0" 0.0, ------ 16d a $" O.C. OR PER S W SCHED POST PER PLAN PER PLAN I BN FLOOR SHEATHING OVER 2'"x "FASCIA j 2'k "FLOOR JOISTS SIMP A35 EA END w/2,16d EA - " 2"x ° ROOF RARTER @ 16" OIC 2"x " BLKG r 2"x BLOKING @ 24" 01G @ 4'-tY' O C. EXTG (2) 2'k4" MIN 2-iad SHORT TOENAILS +!, + 18c1 @ $- 00 T ® I ® TOP PLATE OR A34 AT EACH SIDE OF `+ + f A 35 @16 0/G 2`k FLOOR ✓Ors PLYWOOD POST TO Sfl1 PLATE + + (2) 2'k4" T0P PLATE ---' 2"x 4" GABLE CRIPPLES @ 18" O/C 114 1STRAP 2'k " BLKG @ 4' O/C A35F LOCATION ALTERNATE __ _ __ _ _ __ SIMPSON POST OR MUL77-STUD J "CCO" CAP PER PLAN IN �( RIDGE BEAM 24x4" PLATE W/ 18d @ 8 { t O/C OR PER S. W. SCHED. - SIMPS(ON A35 @ 32 0.0 t 1 4-16d SHORT TOE PER PLAN B.N OR PER S W. SCHED PIPE OR 3/16 EACH SIDE OR A34 ORA35FJOIST A-35 @ tall O/C -- — —� - — STEEL COLOMN SILL PLATE , CONNECTOR AT (2) FACES HANGER SIMP A35F @ 32" O/C 2"x8" C J. @18'" a/C SHEAR PANEL r OF POST TO SILL PLATE OR PER S W. SHED (2) 2"x4" TOP PLATE WHERE OCCURS BEAM 1 , 2"x "ROOF RAFTERS PLYWOOD / 2"'x4"' STUDS @16" O.0 r (2) 2"k „ TOP PLATE PER PLAN @ tall 010 (SEE PLAN) WHERE OCCURS f NDR WHERE OCCURS . 2"x "STUD WALL E 3 SHEAR TRANSFER � �,� � ,� ��► 4N " HEADER W1 EDGE NAIL 2"x4" STUDS @ 16" O/C j ---- ----- 112" PLYWOOD f -- — SIM A35 PER 31i8++ t — 2'k4"STUDS @ 18" D1q r # # / tt��,,,, % RAFTER - �� k- f - 2"x " RAFTER STEEL COLUMN W R � _ PLYWOOD $HT'G x4" PLATE'SILL W • •"• i _:, �.:-.. __ _ ._. PER PLAN i (N) CONC. $LAE WHERE OCCURS. = ! { 1 i r+ _ SHEAR 10 x1 tP' 5 8 + SAWCUT pi �'!'"' --'+ ?� ��1+�j B.N. L j ' 4 ` - } w t t SIMPSON MST27 - t- �f _ PANEL w �`' BASE PLATE W14-112"0x10" t t e f CONCRETE SLAB {`) / t } �+ ANCHOR BOLTS ! }� i 1 1 1 ^�-if_ i �f'`t - -ij►- EXISTING CONE 1 �'� - WINDOW y EAM PER PLAN ` SLAB Y OPENING A� - _ . _ K ♦N'. r.it j - -< i y_ - 3 x BLOCKING W/ EDGE NAIL _ j t� j/� + � � yg 2 xa LEDGER ,;}! i, �l,tli,i € f �� r. r rid= k o a 11 ° 1(h 111 11€ t tR { €!L €: 1 !. •�" h a " jr r I�� l�� �'�'t'-+�..�I7'�- -� f it �! r�' t„i I' i ! ° 11 ♦° �l a ! ( € f' i€, r t €! W13 1 ed PER STUD r f 1 - y i�I�r�- •4 �#!i! a yt 4 ° �a , as efit;ffir may► /r �;•- L'. , f° ! M1 . - 3 04 �00x "WINDOWSILL -.._ _� .. _ . _ _ . -K- _ _ - 0 l t W1 EDGE NAILING f + 14 + yi ! 1 e ° -- 1 t# 3/4 a ,j ' � �+� (_ € /A PLWOOD SHEAR „s 1 € €�fifi NON-SHIRINK "' 1 _ f ,'r ti7�f PANEL f "' 1`f%*I'� s t;: '131�t�j(�€11�1lt= 1!�111 flt €jI st GROUNT %1 i rr fi, -t j fir► u „ 2"x " FLOOR JOIST WI 2"x " CLG JOIST Wi _ ,t s • I t S __ ____ _ --._ _. _ # pr°� 0 • M" JOIST HANGER JOIST HGR SEE PLAN -- --'- -�r #'"" l �Ny�6i° .; (WHERE OCCURS) `' 4� 204 (E) ;r --- ---- (IV) 2'k4" STUD5 @ tall D1G 2'k BLOKING OR FARTER 2"x4" STUDS @ tall O/C " '► �� 1/2" PLYWOOD SNTG �� (N) POST PER PLAN / ,---- (N) 2'5c4" SILL PLATE WI „ " - B.N. 2'k ° BLKG -- -- (N) 5/8" PLYWOOD SHrG (N) BEAM PER PLAN ---\ /-- -- (N) 518"' PLYWOOD SHrG t 2"x "STUDS ,40 :1 / 16d @ $" a G OR PER S W SCHED 2 x BARTER (E) f (N) 2"x " FLOOR JOIST "U" JOIST HANGER ,\ l (N) 2"'x " FLOOR JOIST PLYWOOD SNT 'G � B N % � j {E) PLATE SILLR�,�"'' . {N) 51$" PLYWOOD SHTG l (N) SIMP A35 EACH J `► SIDE OF POST / N P T. SILL I {) � N+� , (N) 2"x '" BLOKING B N (E) CONCRETE SLAB FOOTING r, f --' PLATE (N) 2`k "SLK'G, 6' O C 2 ka" R R. @ 18" O(C �� S1MPSON A-35F @82" 0 C. OR PER S.W SCHED. / WHEN FLR. JOIST AR �/' / �` + + �t a d ° ° e 4 ° a PARALLEL TO WALL. • s ' s /t 1, {E) e 2"x " OR 3 k "STUDS (2) 2"x4" TOP PLATES + + NATURAL GRADE ♦ " ° a a 4 a 4 + h=�1,- f i?`! iT �i 11=i ll 115151Y, �` i r air---------- p -- ------ -----------_- -- _ - ----- " 2'k4" SILL PLATEWt w cr + r-s - -t r, tF - a ��14 1 to t->7f��ti•� t d 2"k OLG. JST.. 1 ad @ $" 0,C _ _ _ 1 -�i t s - ° N S N WHERE OCCURS " SIMP A35F @ 32" °° f _jib ° {) tMPSONA35F � f) 4"xlb" RIM OR PER S W. SCHED (N) 4 x10 RIM ----------�• {N} 4 ktt9 RIM -ll- O,C OR PER S W. t'Tj 4 ." a @ 32" O.0 OR " OR PER PLAN SCHED ' 1=�1!�-, ° a ° _tj;-•s {N? PAD PER PLAN 4 ° 4 Q a E) PER S.W. SCHED, a FOOTING • ly„�... a..ir t 4 ° a � I.:..�� " ...-.'. 4 A {� r�'rx n F J S 4 4 2"'x ° BLKG @ 4' 0t C. --j B N. 2 k " BL/CG OR CLG JOIST F- _ 2"X4" CLG JST EXISTING _:._ a ! €t�-�-�j, _rt,;__-r-�t.-rwxn 11 j FOOTING _ * #4 EACH WAY 1tf.ii t FILL HOLE 1 SIMPSON A 35F 32" O G. (E) 2"x " CLG. JOIST (E)12} 2"X4" TOP PLATES (E) 2-X " CLG, JOIST sl4 '! €1 PER PLAN TOP &BOTTOM - REBARS PER WJPORDK {E) j2} 2"X4" TOP PLATE PLYWOOD SHEAR OR PER S W SCHED �S!' ° ° a _ 1 OR EPDXY PANEL PER PLAN " (E) 2 k4" STUDS @ tall O.C. (E) 2 k4" @ 18 O.C. s l F -i PLAN NEW EXISTING 2 2 k4 TOP PLATES -'' tY "� `j; !"� ' "� 1=! Ir'i ='' - € '� {E) 2'k4" STUDS @ 76 D C. ()'f t f ilt ,!{.SEE PLANZI s €';.n5 9 t e � t!1 r f 4 r�wrw.rww DATE; SCALE: AS NOTED DRAWN: JOB.: SHEET: OF,- SHEETS EXISTING SLAB NEW SLAB _ REVISIONS �BY 6. i2" »L„ »L» ..L» NOTES: TRENCH • :,HA �..� t � . _..-..... t: ALL PIPE SLEEVES TO BE 2• UND£RM:Ni~ ,\L,.- LARGER THAN PIPE. {! a 2. FOR PIPES MORE THAN 3'-0" 50% C+�tNPA £C a �� • o BELOW.BOTTOM BOTTOM OF FOOTINGS, FIL,. 0 REhfi+~ jx .. BACK STEP FOOTINGS PER DETAIL EXCAVAT±ON .. (NO PIPES ALLOWED IN FTG. STEP) 5 3. PLACE CONC. FILL AROUND .— DRIL 911 MIND *4 RELS Q 2- #5 MIN, SLEEVES BEFORE POURING FTC. i t p }�y . 1 ! �! . R 9ff OWEL 24" Q.C. **��{ t - 5 MIN. it! _ _,,. ALTERNATE: USE ill" PROVIDE 2" CEM NT z REDHEADS & THRD`D ROD RYPACK IF 4 _. .� AT SLABS : LACED UNDER " { • ,," Ms r+1 AP 2 �j DRILLS NT HQ REBAR DOWELS o �., r t ` V EXIST G NEW SAME o a 4 ILL " " yr } *o GROUT 6" 24 MIN FOOTINGS . " -..:70 �� r1� R o, • , • _�. 2-- #5 MIN. NO TRENCH 5 t /6d MAX. 44 PARALLEL .I TO FOOTING NOTES: �f y _'_ - _ _� BELOW THIS 1. BORED HOLE do NOTCH SHALL NOT OCCUR IN SAME SECTION.- • s . s.• LINE' IN LAYER DOUBLE LAYER 9" d �" �'_6» M� 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. �,. AT FOOTINGS SINGLE LA E} NOTE: »Lb � 40 X BAR DIAMETER IN CONCRETE, U.N.O. 'd' � PIPE � PROVIDE SLEEVES NO SLEEVES SMALL L 50 X BAR DIAMETER IN MASONRY. U.N.O.' SLEEVE DIAMETER FOR ALL PIPES. PENETRATE FOOTING df u, REINFORCING PIPE TRENCH TYP. JOIST NOTCHING is uil WIDTH .< WIDTH 3 40 DID. R BAR SIZES . BEAM SEE PLAN z 3 1 /2 'O'13, �F4,5 REINFORCING SAME v SPLICE WHERE OCCURS - .•.. 5 ,D. �6, ��� i�8 � � � - .• Q SIZE AS FOOTING 7 D9,.I.10,11 REINFORCING it 5 t35 s B» 4MA NOTCH IN STUD 2 d _~ a " C�! 4 M . .MIN. ,t M ilt'af tk • + + + + 60%d 40 d 10, -1. V tptu � w/ cr I + + 0 O I ® Q :. Q r tr BORED MOLE t314"LYWOOD t i Ia1 f1Er..i" Q , ' ,� { ". tt (j, 11.: A* �` + + , + R Max. ck j�i�r �I j�lj>,co J ,I' � SIMPSON EPC COL. CAP v io at f.�V'D ,r�,11"TREAD jM".(». •�• Iz/�IL. NOTE• BORED HOLE "t�SIMPSQN PC COL. CAP ' • • ;- «.. .�p»do NOTCH SHALL NOT WOOD COL SEE PLAN "" 5 a MIN: MIN.3'-0" CONC. 40 °D' Ct?NCRETE OCCUR IN SAME 40 DIA. 2 --MAS. 3" CLR. 50 'D' MASONRY SECTIONj 2'x6" BLOKING "'�•$ qO h is (3j 2"x14" STRINGER r - ':1N"t� . +} ► , ` NON --BEARING BEARING 518"TYPE "k' PLYW44D S1•fTG. PARTITION PARTITION' GYP. BRD, WHERE OCCURS. STEPPED FOOTING REINFORCING TYP. STUD NOTCHING .POST' TO BEAM " TREAD SECTION STRAP PER PLAN W/ , FLOOR SHEATING _... _ a FULL LENGTH NAILS 3 4" TAG. CDX. PANEL INDENTIFICATION = 48124 W/ 10d NAILS @ 6' & lo` O.C. » SHEAR PANEL LENGTH , FACE GRAIN PERPENDICULAR TO JOISTS, JOISTS STAGGERED. FLOOR PLAYWOOD 4 -0 MIN. LAP SHALL BE TONGUE AND GROOVE OR HAVE BLOCKED PANEL EDGES. 2X4 STUDS 0 BEAM EXTEND INtO HANDRAIL AND GUARDRAIL DET, ° ROOF SHEATING : DOUBLE TOP PLATES t 6" O.C. U.N.O. DOUBLE OP PLATE WALL FULL WIDTH n , n OF STUDS U.N.O. 112 CDX PANEL INDENTIFICATION = 2410 W18d NAILS @ 6' & 12 O.C. -FACE GRAIN PERPENDICULAR TO RAFTERS, JOINTS STAGGERED. EXTEND STUDS FULL I I I I I( I( E G HEIGHT OF WAIL I 11 1 11 1 j I 1 I USE BOUNDRY NAILING @ ALL } } 1I { } I ( I RIDGES, VALLEYS, & OPENINGS 11 }} 1 I I (f) t 6a EA. SIDE . 11 } } 1 I } } 1( ! PLYWOOD TO BE STUD C.D.X FI AILI G N. - 1 W/ EXTERIOR GLUE AND HFAt)ER i! ( CONFORM TO PS. 1.74 2x STUDS t6' O.C. ! } I1 } I 1 I ! I } } I I 4'-0 MIN. LAP 2X BLKG, 't I I I 1I I I 1 2X TRIMMER EPC OR PG (I I I I I1 EDGE NAILING II 11 it DOUBLE TOP P TES U.N.Q. tfD AT 12" EA. ... S+DE/ eA. �.Pa{��'LE (2) 2X CRIPPLES TYP. O I I I1 48" I I ! 1461 1I I 4X END POST BEAM OVER 8" DEPTH. �•„, 1! & HOEDOWNS USE 4X' POST U.N.O. ON 2 :+ EDGE NAILING1-iTI ! 1 U.N.O. W/ E.N. PLANS (CRIPPLE OR. POST r . (2) 2!xi2' FLOOR JOIST , I 11 It it !i TO BE FUi % . 11LL WIDTH ON 9M.) � to - ON ~-'1 �`'�It---• }}- 1 I ! 1 I RUN FACE GRAIN _ 1 ! 11 I OF PLYWOOD -r-- TYP. 8 - t 6d t A. Stt3E OF —7 I PERP. TO JOISTS TOP PLATE SPLICE SIDE NOTES: 518" CD-X PLYWOOD SHTG. `�' HANDRAIL MUST BE 11114" TO 2" MAX HOEDOWN PER SILL PLATE BOLTING (OR TONGUE &GROOVE W/10d CROSS SECTION AREA. DESIGNED I i FRAMING PLAN PLAN " SOLE PLATE NAILING AT t , WHERE BEAM INTERCEPTS TOP PtJITt: 6",10, O/C PANEL INDEX 32116 20 LBS. FOR LATERAL LOAD 1 t12" 1 i I t 2 SPLICE USE ST6236 CLEARANCE & PROPERLY SECURER II ! UPPER FLOORS) I ! SUPPORTING JOISTS M ` 2. BM Sj. CAN SIT ON TOP PLATE ABOVE TO WALL. POST W/ E.P.0 OR P.G. METAL HANGER {SEE PLAN) • , FLOOD' ROOF' DIAPFL,f,VI 'wS: PLATE SPLICE SHEAR PANEL ELEVATION TYP, BEAD TO WALL 4' 01 - i X RAFTER CALIFORNIA J.B. HANGERS i 1 PLYWD SHT'G FRAMED ,. NOTE: NAIL SPACING IN THE NARROW PER PLAN , 'a .I 2-2x PLATES. SEE PLANS FOR FACE OF LSI, LVL, OR PSL BEAMS � � loom , SIZE AND REFERENCE TO SPLICES " FRAMING ANCHOR TOP AND MAY BE NO CLOSER THAN 4" O/C (3) 2"xi4°STRINGER BOTTOM OF DOUBLE STUD . 2"x1V STUD @ 16° OIC d FOR HEADER SIZE. SEE PLAY OR POST 2x CRIPPLES AT 48' O.C. r r FLUSH BEAM PER PLAN 1 j GALLON FRAME E.N. 618" TYPE "X" PLYWOOD \ I 1 �, 2x STUDS O SIMPSON CS16 U.A0. WITH p 4-16d @ STUD 16' O.C. (11) tOd COMMON OR {14} 8d SHTG. GYP. ORD. � WHERE OCCURS. t t ' O.C. COMMON NAILS AT EACH END '� �t 2 x CONT. M 6d O 2 7O PLATES AND BEAM. SHAPED W/ STAGGERED PLYWOOD 2-76d@6"`O.C. WHERE ZLt 6d O 12` O.C. OCCURS t 6d PER E.N. FULL BRNG 21x6" t3LOKING ` 2"xe° F.J. @ 76" O/C STAGGERED AT SNEAK WALLS I WIDTH NAILER w -r� ew PROVIDE SIMPSON A3�- FOR 2x4 e.)cc ° ' FIRE BLOCKING AT CEILING O ' LINE AND NOT TO EXCEED 2"x2" WOOD GRIP STUDS AND A35 FOR 2x8 STUDS. 4 SPHERE 8'-O" O.C. EACH SIDE (`e M Z'x ° BLK'G MIUUNG SEE GENERAL USE 2-Zx.JAMBS FOR 4xt0 AND 1 { g DOUBLE TOP PLATE O-- 2"x " BLOKIIVG -- ----,� + :. 6x6 AND LARGER HEADERS I- ... — -'• — — — ..- "'- — -! -- i 2" LG. BLOCKING i TOP. WHERE t STUD FOR INTERIOR WALLS p P05T AT PLYW000 SHEAR ( 2"x ° RAFTERS '. BOTTOM. do MID -HEIGHT OCCURS 2 .STUDS FOR EXTERIOR, WALLS PANEL WHERE OCCURS W/ E.N. ( PAST PER PLAN - + + kk ` UNLESS NOTED OTHERWISE to ~ 2"x6" LEDGER ...... T NOTE :STRAP MAY BE E AT NOTE: $' Wl3.16d @ STUD STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION O SUITFACE OF BEAM 70 PLATES 4 QJ SPHEREMALL " CONSTRUCTION REQUIREMENTS. MAX. SPACING AT t W O.C. IN LIEU OF 2"x "BLOCKING, NAIL 2x NECESSARY FOR DROP SHAPED W12-16d EACH RAFTER : NOT PASS THRU. MIN ° BEAM USAGE 2"x " BLOK/NG TYP. STUD WAIL INTERSECTIONS TYP, WALE FRAMING 2"x6` STUD @ 16" OIC f 3/ L RISEDS FRAME 4" PLYWOOD 0 t cy 2"x " BLOKE 12" LAP. 2°x4" STUD. @ 12" O!C 2- 16d .. _ 314 PLYWOOD TREADS 16d O- t 2", STAGGERED SPLICE W! ; ' 518' TYPE "X" PLYWOOD OR RAFTER 6 -16d NAILS r►. . (3) 2"xt4"STRiyVGER SHTG. GYP. BRb. UPPER PLATE 4" WIDER THAN - WHERE OCCURS. VLOWER PLATE * — -_ 2"Xt0" PLATE W12-16d @ 12"/°' 2X STUDS A 16. O.C. I ' 1 + t + ` MErAt. BETWEEN WOOD �, PARALLEL • ,G . o 9 I"� 2"x .s C.J. @ 16" 01C 2"x " C.J. @ 16" O/C SEE PLAN i , date t6d 0 t2-, STAGGERED 16d 7N Q 16" O/C JOIST OR RAFTER (2) 2°x 4" TOP PLATE Scale UPPER PLATE 4WIDER THAN ,I LOWER PLATE \! xx STUDS 4 t 6* O.C. PLYWOODHRCCURS / \ 2"x4" STUDS @ 16" O/c I prawn TI Tr STAIR SECTION /'''r '1i11� Job �HOR WHERE OCCURS a? l AIR Sli l.t L IO Y l t PERPINDICULAR `Sheet JOIST TO NON --BEARING WAIL ' , •u L . 24 X 38 PfttNTEp 4N NQ, 1000H CLEARPFINTm REVISIONS I BY HATER HEATER REQUIREMENTS F-ff-F— L 4#-0' Second story exterior wolf Minimum Rain cop Vent located 12" minimum above roof Second story sub -floor Double wall vent with minimum 1* clearance to combustible I - construction (ie. wood Framing or drywall) Roof Rafters X Beam Fire stop Flashing Cold water shot off valve ld Hot Flax water connector or unions required ahead of water hooter Scra�nd Fresh air Vent connectors (sigle wall connectors) shall be vent of 100 s ur- s securely supported and joints fastened with ­q�Ca rewired within 12" of bottom ttA 0 compor ont metal screws Exterior wall A temperature and pressure relief: valve with a metallic drain iirse Is required on water heater. The drain line shall be no more than 40XPi BTU 24" nor less than 60 above the ground. C70S shut off valve required ahead of gas Flex connector.- Water Hooter The water heater Moll be provided with on access door OF suFFWent size to remove the water hooter, but in no rose less than 24- wide. Gas 50* deep by 56" wide clear space Is requied In Front OF water heater compartment. Water heater shall be anchored or stropped to resist horizontal displacement due to earthquake motion Al2 V Vj,0A rjov p 5r,4Aeof 577AAI, 147- r,01M 1/t VA `,A4 ;rAI'00,4- AM4' 0�Rt clearance required at front and 2" clearance f7`,4.4,,0 4-1- 50177W /q i/- r,* required at sides and roar Of IrISUlated water heater. Vehicle protection post th 16* high platform 10 Concrete slob 1. Water heaters Installed within a clor Including rOPIOCOMents Of existing water heaters, shall be placed on a M- high platform with and burners or heating pm elements at least 1&0 above floor level. 2. Water heaters shall not be Installed within the front yard or the 5' side yard. 3. When single wolf vents are used or, when vent offsets are necessary, contact CA9 Building and 6ofety Inspector for requirements. 111 0 EM Appllosliori for'whid no pwff* Is Meted wftn 180 d"s blowktg the dW of applosillm sW expire by Imitation. M exlerislori of 19D Oftl moly be groolled upon wililen request *v#*V dasrlmeMrtoeebeyond the control 'of the - ant have prevenled SOW being Won. In order to isnew acdon for an eppk*Mon after sMiration, the applicsint 10111011 mwb"* PMM WO POY S new PIM dOCk fares, per Sac M.4.4, U.&C. korlor linishes in Group FL3 o0cu4twwAse stall have a ftlirnum Imm spreeald dessillcallon Ming of fit, except in Klichen, Bath &W Garage areas. as mluilad by T" 8-A & " of to U.B.C. Coe mOor shall provide any and W doowowtaft rmk%dJo " auftellies hw*V Miedlelion to sows oomplenos with to code. VoAdWorkees0conpoi id&oi,C4r$kWoorOwner-BUIMWVWMOdMiomq~pdwlbbeAnoe*fWkkVpwmke. Sipa-dopern we required for S*M bullft or skumm, L#., fence web, jeugning vMM, P­W Pan" 4ft amps- pan an rwwkW for for esich buildrig or structum, Ience, waft, re"Ining waft, Indoor W,4 oulidoor swirivning pooh mid am. Sop a $89 permits nay be teqUired for ft ftyp"ry kVmw-qWM, st)dqong of rnow", w4somping, delve alpproaclwss Soxft ufty InCh"M wW* to public right of way. A mlrdlmn of 30- eme de eninoe Ill Map" km am mqt*W for whdow# used for light and va*lsfon, per See. 1204, U.S.C. Provide horses street mxTdw visible and kVft front the sbwbet. Numbers dug be of ble malerMils. Install I.C.S.O. & City approved Smoke deteolly betwom the Kkhon and an sleslAng tress, as rsqtlired by Section 310.9 of the U.B.C., and as denoted below. 1. Srft*0 defteMov sliall be *Wmected Paid**" 10 the bt"V w1ring system In all new wnftucftn and adftom with All vililuation over $1=00 and OW to provided with Mr= bafty backup as required by 310.9.1.3, U.B.C. ,2. Smoke deleclim Insalled in existing Mutfuclon with a wAnition Ism than $1,000.00 to oleo complimm with Section 310.9 may be of the battery opgrgled, I.C.S.O. & Clty *Mr&#,ed type. 3. Stnoke deftolors we rso*ed In each000n Potentially used W elm epk6 ow*sky located in to mill Of COM In oaakkn providing wom to each 11gsp* V wqQ; at such floor or basement WV, old kn 01008 Pf**f*Y to aW81AWMyt, as req*ed by Sec. 310.9.1 of ft U.B.C. 4. Snx** delecou OW caused an alorm audible In all arvw*of or shall be interconnACIA as n"*sd by See. M0.9.1 of its U.B.C. Thera atoll b*afloor OrbndkVOneach side OfadM.rut more than I' below the VWGdX*d of laid doorwW, WhM dories open owe leirdings.the lova OW lUvO a "**mina Ung0h olthe alakvioly or door width. but not less than M Per Sec. 10M, U.&C. Doors that 00 not lWing over, sop Op a nvxkvwm Of 11-1/7' below the lfreshold of fife door. Adoorin twAfiyopen pa Mai sWnot reduce lime wM0fthe $%kAMX&Vbymono than?". PmMewsaw *Vft wound all aftim dom aid wintlaim as roquhitf by ft Caebmig &MV C;om"*9kNft TM 24 r9MAMt;onL See Tilt ShM for - k9l a amW axwary&tlon j"#MjM ExIt dri a m shaft be "waft from tits trMW wftXM 00 uft of is hey or apedW IQMlv1 � 1 or 4"OK except awl MOM ""`� 10110k, $saw*/ dw*% or dinned W* may be pmvjft4 pro*M such dftft" 0* operable tom the insrids **fjoul do "W Of 6 " Or W UNI On nwuftd of 4r naiMp" shove � fist Whort inilitaliscls w&W Imam So 9@pm rrtsudrtnurn OWSMY. 10 be QFM OPPIPO"d and Wbeled an Nick Provide ftW overflow WW T & P v*Mw, with a *Wh line 10 the ft%rW. kauft* the hot wafer sup;*1 for a dlirainoe of S X mk*vm *orn *a wam Iowa wl R4 MM. MM insulmllcm Wrap waft heam W/ rv**wm of R-1 i blanket 'I WON h8s" tw*V 13M-401d MW wrw**M and over 4 It In holglo " be I&appgd or ArOwired to the ftu0bM far Infarct Support 44 N4*W by to So-. 510.5, of the 1904 U.P.C. Vat for woo !now no fterrrtirtatto 0 Mh CW 2 IL sbove the roofs 10 ft ft**0M *am the NVAC Iwo fftm ROW 10 Tg@ 24 noon for TM1 # AV, J illi N= RAM ZS74 7771 JF77#� i7l # _717AF # 97 lWii-' X'L 7 7197 sW 7a X7 ir' 6 6 4 7 1 7X— --777- 1177 -::]L-1 —r-#w A LIZ AN 77 1 i W -1 s ji-WA .1ja .7 141 W I.X7 77 -00V # a V, A. I N -IW L, ajA 41:1 i-jIM71 fit 7 A -11Z .7, 457-n1l 7; AIT7,7517- IT, J ti-.Y P—AIL,ii '774 Al-11-i 17;W Z,7� �•#-.77 JIM -AR*,s 7; r7,* 77; .7Z P4 Ism - 7)1U;: Is K. GLA23NG NOTES dW COMMn to the 1W."60-01to of Ch. 24 of ft U.S.C. in addition, ternimmed and lowed glass shah be required In WT of the following Alf"110, 48 WP*Vd by Sea 2408.4 of the U.S.C.: Gft" In kVrou WO SQrsft dom. IOXOW OJWW type. GlUft in fixed and q*MW pensh of diding door amentess, and panels in swinging doom oew tM ww**t* "floors. (See note below for wmkobe " doom). Glazing In doors and eincloam for 82 Showers & beftbe for of 3/18' plastic, of larnirated gins). Swk*V doors in bath WW tub oncloam OW swkV oulwwd. In fixed Or OPW&W Panels 0480ard to a door Owe, the nearest exposed edge of the glass is within a 240 am of ~ vertical edge of the door, *hen in a closed position 6 *two the bottom exposed edge of the 9" IS 1008 thanW above the &*oem walift Vjrfj". Glazing In on ind6ftW fixed or operable pawl that MOM d of the fopowing conditions: Exposed area of an individual panel greater than 9 sq. ft. Exposed bottom edge less than 180 above the ac$aoent finish waiting surface. Exposed top edge greater than 36* above the adjacent finish walking suftos. One Of more waking surfaces within'36" horizontally of the Owing. Safety Owing is TOWArsd for any wardrobe door per 2406(0). Consult with owner for locations, if any, and provide a separate cost estimate for any Owed wardrobe doors. Glazing In railings regardless of height above a wOft surface. Glazing In walls enclosing stariway landings or within 5 fL of the bottom and top of the SWmays where the bottom edge is less than 80 JndM above a wv*jM surface. Each h9ht of Owing shalt be identified by 8 label which will SPOCIty the lti WW. and specify that safety Ckwng has been used in such installation. Each unit of 114impered glass MW be permanently Mortified. The Identificationshall be etched or awamic aired on the Ofts and be visible when the unit is Owed. Plastic *ftft, *yWft and M01 Perak OW nut be installed within Ow protionof a roof located within a diirtarics 00 PW" lins or public way *two Opw*W in sAwW waft WO pohlbtted or r"*ed to be Protected, whichever is MWO MM06ft. Comply with Box. 26M.6. 26M.7.1 M. OfSkU00 from One M01 ~ not dram over a property kis or or*D another roof across a property fine. Chimney Stkk 0*1 be 2 feet above a roof ~ a 10 fL roan, PW Table 31 -8. U.B.C. F)r*,Aft an I.C.S.O. and dtylmx*Y approved SPINIC W1106W. Per Sec. 3102.3.8. STAIRMTEP NOTES "X" stairways anWor steps are Provided per Sec. 10M, #0 Mowing hems OW, aWf a. WnirnUm M inch w1ft so kway Mid WOW. (Except a access 00 rnsdurk-81 0WOrAnt and b. "0'" IP rise, "**mm Ir run for pdvift sahn" (and/or r maximum mere, i i is minimum no for ft*w4YW4MP4 Ow-ft common maw In R-1 occupginoles). ow The largest ties or run in a 49M of ow" rfay not exceed the Sn011est by more ton 3M4. CL Mk*M" V-r clear headroom required froM Milling Of toad to delling Or ceding mounted llerm. 0. A Mwdrall shall be povki&d on the open side of stairs cover 30r above the Boor or a*osm Wads, which may 411110 10sm 48 a t0ndrall. 34- to 38' high. See note below. f. "010111k WO MqUited for 4 or more rbM. 34, to wr above the too nosing, I - 11r clearance to to wad, 1-1/2" to 2" in cross swdorai area, with ends "ONrad to POOL MandmIs shall to conlirmw for the *A brigth of the stairway. y. NMXkM MW be Connected to adeqwMy wWWWW a 20 toot pounds per lateral bend faros, appmW at dm iii oncie to to lop of " "ang. h. EVIC1060d usable SPOM below sbfrwaysAattdirWas Shall be protected by 1-hr rated *9 radetm if was I - Use 518* " X" 1 -Mr. raced, UnlM OOW*ko noted in dm**W. I LNK*W at SMIMSYS shalt have a dkrmw*m in the dkeed'on of travel W*M 10 the width of the static ftywWril im 440 for Stairs in obvilgh M). AN exterior doors SW have & *I" (Minfilnum 36- stlum).. Floor lovei at landings "I be 1" max1rnum, or 8" maxkmn, Povided door Cion not aft over the lending. Guw*sft we recp*ednon. at 110M and fOd "Srfts, bndkW, and at open sides Of $13ft over 3(r high. Quw*ab sw be 3ir idak open guedrsa OW have k*WMOdWe Mile or an ortarimmW p&UWM such that 0 4" sphera oftwot pass ftouoh. Per SM. 549-3 WKft W1.2.3.5, U.&C. GUWdMft OW be connected to adequately %ftwtand a 20 pounds Per *0 WWW load force, to the top of the ralling. applied at right woo Gkm railings dMN comply with 2406.6, and the � -D A, 1/4' n4nirmm eft safety 9*ZkV and klen#W as such. & W I r 17, b. Glass not ftlippCifted on SA edges OW be ftuftirally designed with calculations A,! provided by the oontmctor to ths bulift OMCW. ftuchmw belatraft PMUowl. 4C. 5 1. be designed to wfflnftnd an 80 POLqx% Per foot force lateral load (SF 4) and/or wind load. tA . 0 -CVAILI A i5t J.:441 tAAr*Vry 19 1;-Ar ff. It tA I tj.6. 5 A tsi of- "C 9 Date Scale Drawn Shoot Of Shoots Fj CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) C +-1R MANDATORY MEASURES CHECKLIST: RESIDENTIAL E e t of2 MF-IR. CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CT'-1R project j Project Address ,A Q A M A,5� 14, Documentation Author Telephone G Compliance Method (Package or Computer) Climate Zone _GENERAL INF RMATION Total Conditioned Floor Area p" f t Average Ceiling Height: _ _ fl Conditioned Slab Floor Area fe Building Type: t _ Single Family }s Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: ; Nor h / South / Iias alw—mtlt Orientations (ier'ut front otren+anionin True North and circle one) Number of Stories t Number of Dwelling Units: Floor Construction Type: Slab aiscd Pities (ci,7cle one or both) RADIANT BARRIER,,(„mguircd Lit climate zones 2. 4. 8-15) Required for this submittal yes —no Bi,TILDING ENVELOPE INSULATIQN Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R Valuer Assembly U-Factor! Location/Comments (attic, garage, typical, etc.) Wall j CAP (o- Wait Roof W D t 0 Roof Floor W p r} /sr .ea t-- Floor Slab Ed e prescriptivecon !'ante o - a e s b1 U-Fat r are of it or a w d-framed wall that meets caves R-value insula(,ioi n Mguirements for the Dns_yn_p(ivc package, O wry FENESTRATIONIle "''*" Shadln Devices Fenestration #/i etPas. Orien- ration Area ft2 Fenestration U-Factor Fenestration SHGC Exterior Shading Att. Overhangs/ Fins Front�r..-y Ct. KQ d . NBi►&. Nr+•�t Front Left � r /� y. lM� �Ci ,c / :(,+ `, (j , . d f 0,; 0 , ; S /ii 0 f 10, Lest Rear Q rvOni�' o,t..r Rear Right :t1�" _. � *r G. 0 0# r ,Vdrvo V0,wo- Ri ht Skliht Sk ti ht Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.t±> Items marked with an asterisk ( ) may be superseded by more stringent compliance requirements fisted on the Certificate of ' Pfnject Titre Date 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. CCIMPLIANCE STATEMENT Instructions:- Check or initial applicable boxes when completed or enter N/A if not applicable. This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and G 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater, Designer or Owner (per Business and Professions Code) Documentation Author Name: 1/A M04 9 . 1AV M 0 Name: )A Mks 1 pOM 0 TitklFinn: '+l t 1�t% %� .-p'f 1A 4P Title(Firm: '�%� '� i�GM D Address: LOl�0 � 1-AJ11'�' >411"4 Address: l i A ' 6 �'''� pot /rO {A el—, Telephone:l0 Q ' 8 Telephone: ' Lic. #: (signature) (orate) (signature) (date) -. Enforcement Agency Name: - _ �I'll_ ___ �fi� `Title: .Agency: Telephone: d _ r aed (signature /stamp) (date) t c ompliance Forms August 2001 A Z Compliant Forms August 2001 A-5 Compliance Forms August 2001 A-4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2!*of 3) CF-1R MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pa e 2 o 2 MF-1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Project Titl6 Date 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 MC SYSTEMS minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents Note: input hydronic or combined hydmnic data under Water Heating Systems, except Design heating toad. or on this checklist only. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. Tylmtfurnacc,heal Efficiency Location Piping Thermostat Conn ."lion etc. E or HSP ducts, attic, etc. R-Value T lit or ac e A (W & o vd o v c-rs, f N �f.. 7+ *(Pr4?A olr- X J"'- N V A `. 060* Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat ev . coolie) SEER attic etc. R-Vatue T tit or e _ E ED DUCTS and TXVs or lternati a Measure U Sealed Ducts (an climate zones) (Installer testing and certification and HERS rater field verification requited) U TXVs, readily accessible (climate ernes 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) U Refrigerapt Charge(Air Flow (climate zones 2 and 8-15 only) (installer tepfirg and certification and HERS Rater or field verification required) OR U Alternativp to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate a Window SHGC Window U-Factor SEER Heating 0, f40 ... WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water He4)er Distribution Number Input (kw Capacity Recovery Standby' Insulation in S stem orri { .finis) Efficiency Loss (a%) R-Value v lie 1. For small goM9 storage water heaters (sated inputs of less than or equal to 75 OW Btutfm), electric resistance, and beat pump water heaters, list Faergy Factor. Forlorge gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby toss. For instantal}iaotrs gas water heaters, fist rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets ifnetessarv). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section & 13 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: ° §I50(8): Minimum R-19 ced g insulation. J § 150(b): Loose tilt insulation rnanuthctwrer's labeled R-Value. J • § 150(c): Minimum R 13 wall insulation in wood framed wails or equivalent U-Factor in metal frame wails does not ! to exterior mass walls), • §150(dy Minimum R-13 raised floor insulation in flamed floors. § I50(I) : Stab edge insulation -water absorption rate no greater than 0.3°/N water vapor transmission rate no er than 2.0 inch, § 118: Insulation spocifiod or installed meets insulation quality standards. Indicate type and form. V' § 116-17. Fenestration Products, Exterior Doers, and InfiitrationlExti tration Controls I. 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 Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and scaled. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. V § 150(c): 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 pilot lights allowed Space Conditioning, Water Heating and Plumbing System Measures: �! § 110-§ 113: ITVAC equipment, water heaters, showerheads and faucets certified by the Commission, §150(h): Heating and/or cooling loads caicodate d in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat om all applicable heating and/or cooling systems. § 150(j): Pipe and tank insulation L Storage gas water heaters rated with an Energy Factor less than 0.58 must be externaf fy wrapped with f 1 insulation having an installed thermal resistance of R-12 or greater. tt 2. First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (RA or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R 16 combined intemallexterml insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55° F insulated. . 6. Piping insulated between heating source and indirect hot water tank. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water heating and Plumbing System Measures: (continued) • § 150(m): Ducts and Fans 1. All ducts and plemrus installed, seated and insulated to meet the r quaranetmt ofthe 1999 CMC Sections 601, 603, 604, and Standard 6-3; dads 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-clusure system that nmm theMpficablero pb mitts ofUL isl, UL 181A, or UL 1818. ffmastic or tape is used to read openings fpsaler than 114 inch, the combination of mastic and either mesh or tape shall be used. Building crviides shall not be used forconvcying conditioned air. Joints and seams of duct systems and their components shad! not be sealed with cloth back Tubber 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 othear.than seated 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 etoss-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth track rubber 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 shiminum, sheet metal, painted canvas, or. plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant d provides ahieldin from solar' radiation that can Cause de adation of the material. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78°h thermal efficiency, o"If switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipc 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 btvnin dot light.,tion: Non -eke ' 2221 a fiances with pilot < 150 Btulhr 118 (f): Cool Roof material meed specified criteria Lighting M"s;fres: § 150(k)l.: Luminaires four general lighting in kitchens shad have with an efficacy of 40 lumenstwatt or greater for general fighting in kitchens. This general fighting shall be controlled by a switch on a readily \/ accessible H in control el at an entrance to the kitchen. § 150(k)'2.: Rooms with a shower or bathtub most have eitherat least one lumineire with lamps with an / efficacy of 401tutuastwatt or greater switched at the entrance to the room or one of the alternatives to this f/ requitement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) a mv;4 . . : i 1 " .. I 11 i a . .. MONMill ... I iiii ���������ill����''���l��������l����ll�����illi������ I 11 '1.' GENERAL REQUIREMENTS 1. ALL DETAILS, SPECIFICATIONS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS . OTHERWISE NOTED. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER TYPICAL PRACTICE. - . 2. THE .CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL, WORK INCLUDING WORK FURNISHED BY SUBCONTRACTORS. . 3. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE CITY, STATE, NATIONAL BUILDING CODES WRITTEN . DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE . DRAWINGS. CONTRACTOR SHALL CHECK ALL DIMENSIONS. .1 4. THE CONTRACTOR SHALL REPORT TO THE. ARCHITECT ANY ERROR, . INCONSISTENCY, OR OMISSION HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR -AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT. . 5. THE ARCHITECT WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES, FOR CONFIRMATION WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH :THE ITEM FUNCTIONS. . 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR.ALL EXPENSE OF REPAIR OR REPLACEMENT oFUTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK: 7, CONTRACTOR" SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCIES. 8. CITY APPROVED PLANS SHALL. BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. . ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDUM, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES. THESE ARE TO BE 1 UNDER THE CARE OF THE JOB SUPERINTENDENT. 9. THE" CONTRACTOR AND TRADES PARTICIPATING IN THE WORK SHALL BE REQUIRED TO MAKE APPROPRIATE ARRANGEMENTS WITH. THE LANDLORD FOR (1) TEMPORARY UTILITY CONNECTIONS AS AVAILABLE WITHIN THE SUBJECT BUILDING, (2) PAYMENT OF THE COST OF SAID CONNECTIONS, (3) MAINTENANCE AND . REMOVAL OF THE SAME, AND (4) PAYMENT OF ALL UTILITY CHARGES INCURRED. . 11. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL, BE BROUGHT TO THE 11 ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. 12. THE CONTRACTOR SHALL CONSTRUCT BARRICADES WHEN REQUIRED BY , CODE. 13. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES., OR AS NECESSARY FOR PEDESTRIAN SAFETY. . 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF .THE :SITE WHILE JOB is .IN PROGRESS AND UNTIL ' JOB 'IS COMPLETED. 16. THE OWNER AND/OR AGENT RESERVE RIGHT TO REJECT FAULTY MATERIAL OR CRAFTSMANSHIP. 16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OF A�RTHE"COMPRLETTII©N�AND ACCEPTANCEAOF THE WORKTUNDER THIS ''R . CONTRACT. ... . 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODE, REGULATIONS AND STATE DEPARTMENT ; OF INDUSTRIAL RELATIONS. DIVISION OF INDUSTRIAL . I SAFETY (O.S.H.A.) REQUIREMENTS. 18. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION IN AND AROUND THE JOB SITE AND/OR ADJACENT' PROPERTIES FOR THE SAFETY OF THE OWNER'S EMPLOYEES.- WORKMEN AND ALL. OTHERS AT ALL TIMES DURING CONSTRUCTION, 19. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY..DURING CONSTRUCTION AND REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S TO ORIGINAL CONDITION OR BETTER. 20. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS - ARE IN. PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AS REQUIRED FOR THE STRUCTURE OR A PORTION THEREOF DURING CONSTRUCTION. 21. ALL ITEMS- SUPPLIED BY OWNER TO BE INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE. ' 22. THE •ARCHITECT MAKES NO GUARANTEE FOR PRODUCTS NAMED, BY TRADE . . OR MANUFACTURER. 1 - 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE'ACCURACY OF THE I.. BUILDING LINES AND LEVELS. ,THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND . LEVELS SHOWN ON THE DRAWING WITH EXISTING LEVELS FOR THE LOCATION AND CONSTRUCTION OF THE WORK AND. SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 24. THE CONTRACTOR- AND TRADES PARTICIPATING IN THE WORK SHALL BE REQUIRED TO REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY . AS LANDLORD MAY DIRECT, ALL DEBRIS AND RUBBISH OF WHATEVER KIND BROUGHT IN OR CREATED BY THE CONTRACTOR OR TRADES.IN THE CONSTRUCTION OF THE WORK. 25. THE CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES INSTALLED ON THE JOB AS REQUIRED BY CODE. 26. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN COMPREHENSIVE GENERAL LIABILITY INSURANCE FROM THE TIME THE CONTRACTOR FIRST ENTERS UPON THE PREMISES FOR THE PURPOSE OF PERFORMING ANY WORK HEREIN. 27. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR SUBCONTRACTOR . MATERIALS AND EQUIPMENT STORED ON THE SITE. ._ 28. SEE ARCHITECTURAL DRAWINGS' FOR DOORS, WINDOWS.. NON -BEARING INTERIOR AND EXTERIOR WALLS, ELEVATORS, SLOPES. STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILING; WATERPROOFING, FINISHES, ETC. . 29. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS OTHERWISE NOTED. 30. ALL CONCRETE !S DESIGNED BY THE ULTIMATE STRENGTH METHOD. 31. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALL AND AT THE BASE OF ALLCONCREFE'OR BLOCK BASEMENT WALLS. . 32. CONTINUOUS INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED BY THE CITY HAVING JURISTICTION AND APPROVED BY THE ARCHITECT AND ENGINEER; 33. OBSERVATION VISITS TO THE JOBSITE BY THE ENGINEER OR HIS REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF, CONSTRUCTION. ' 34. DURING AND AFTER CONSTRUCTION, THE BUILDER AND OWNER SHALL KEEP 'LOADS ON THE STRUCTURE WITHIN THE LIMITS OF DESIGN AS SET FORTH IN THE GOVERNING BUILDING CODE. 1. 2. SITE WORD 1. ALL EXCAVATIONS TO BE KEPT WET WHILE IN PROGRESS. 2. ALL BACKFILL SHALL. BE COMPACTED TO, A MINIMUM OF 90% OF MAXIMUM DENSITY, UNLESS OTHERWISE NOTED. 3. ALL EXCAVATED. MATERIAL AND DEBRIS SHALL BE REMOVED FROM . FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. 4. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. 5. NO PERSON IS REQUIRED TO DESCEND INTO TRENCHES OR EXCAVATIONS FIVE (5) FEET OR MORE IN DEPTH, UNLESS NECESSARY PERMITS HAVE BEEN OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. I . 6. THE ARCHITECT IS NOT A LICENSED CIVIL ENGINEER AND SHALL NOT BE RESPONSIBLE FOR SITE GRADING - OR DRAINAGE. 3. CONCRETE - 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE 2. SPACE FOUNDATION ANCHOR BOLTS 6'-O" O.C. MAXIMUM AND 12" MAX FROM ENDS OF SILLS, SILL BOLTS MUST EXTEND 7" MINIMUM INTO. FOUNDATION, UNLESS OTHERWISE NOTED. ANCHOR BOLTS TO BE 1/2' DIA X 10" LONG, UNLESS NOTED OTHERWISE. 3. FOUNDATION WALLS AND OTHER LUMBER IN CONTACT,WITH CONCRETE TO BE PRESSURE TREATED DOUGLAS FIR. SET MUD SILLS IN NEAT CEMENTS -GROUT. WHERE REQUIRED FOR UNEVEN SURFACES. . 4. CONCRETE SHALL BE AS FOLLOWS I I . LOCATION AGGREGATES STRENGTH 0 28 DAYS A. CONTINUOUS FOOTINGS STONE 2500 PSI . .. B. FOOTING PADS STONE - 2500 PSI C. GRADE SLAB STONE 2500 PSI D. GRADE. BEAM STONE 3000 PSI NOTE: A HIGHER STNGTH OF CONCRETE REMAY BE SUBSTITUTED FAR THOSE SHOWN ABOVE BUT WILL BE SUBJECT TO THE CODE REQUIREMENTS OF THE HIGHER GRADE. ALL CONCRETE SHALL BE DESIGNED BY STANDARD METHOD UNLESS NOTED OTHERWISE. 5. HARDROCK AGGREGATE SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1 1/2- FOR FOOTINGS, CAISSONS, - AND GRADE BEAMS, AND i" FOR ALL OTHER WORK. 6. LIGHTWEIGHT AGGREGATE SHALL CONFORM TO ASTM C330 AND SHALL BE APPROVED BY GOVERNING BUILDING CODES AND/OR ENGINEER OF RECORD. THE MAXIMUM SIZE OF AGGREGATE SHALL BE 1/2", 7. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS: A. POURED AGAINST EARTH 3" B. EXPOSED TO EARTH BUT POURED AGAINST FORMS 2" 8. ALL REINFORCING SHOWN CONTINUOUS MAY BE LAPPED 30 DIAMETERS FOR GRADE 40 OR 36 DIAMETERS FOR GRADE 60 AND SPLICES SHALL BE MADE . -AWY FROM POINTS OF MAXIMUM STRESS. THE MINIMUM LAP' SHALL BE 24". 9. BEFORE" CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATED TO WORK. INSE 10. ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE APPROVED BY THE ENGINEER, If. DRYPACK CONCRETE SHALL BE 1 PART PORTLAND CEMENT, AND 1 PART SAND WITH SUFFICIENT WATER TO -ALLOW A SMALL AMOUNT OF PASTE TO COME TO THE SURFACE. 12. CONCRETE GROUT SHALL BE NON -SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING. MINIMUM ULTIMATE STRENGTH F'c AT 28 DAYS SHALL BE. zaaa PSI. 13. MIX THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE USED. (4 1/2- MAX. SLUMP UNLESS OTHERWISE APPROVED BY THE ENGINEER.) 1. SEE SOILS REPORT FOR RELATIVE ELEVATIONS OF BOTTOM OF FOOTING TO: A. NATURAL GRADE B. COMPACTED FILL C. LOWEST . ADJACENT FINISH GRADE ALL ELEVATION OF BOTTOM OF FOOTING SHALL BE AS DIRECTED BY THE SOILS ENGINEER OR "INSPECTOR DURING CONSTRUCTION. 2. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM: OF 907* OF MAXIMUM RELATIVE DENSITY OR PER THE REQUIREMENTS OF THE SOILS ENGINEER. 3. ALLOWABLE, SOIL PRESSURE IS ___ PSF AS PER SOILS REPORT OR UBC CHAPTER 29. . 4. SEE SOILS REPORT NO. BY _ -DATED __. _.__..__,...: FOR FURTHER SOILS INFORMATION. 5., 'ALL FOOTING EXCAVATIONS .SHALL BE INSPECTED AND APPROVED BY THE LOCAL BUILDING INSPECTOR AND SOILS ENGINEER PRIOR TO PLACING REINFORCING. 6. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT . OF CONCRETE. . 7. SOILS REPORT AND ADDENDUM SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. . 8. ' SEE SOILS REPORT OF EXCAVATION PROCEDURES, SHORING REQUIREMENTS, AND SUBGRADE PREPARATION. 9. FOUNDATIONS AS SHOWN ARE . FOR BIDDING PURPOSES ONLY AND MAY VARY TO SUIT SUBSURFACE -SOIL CONDITIONS. 1. UNITS SHALL BE LIGHTWEIGHT _CONCRETE BLOCK, GRADE N, CONFORMING TO ASTM C90 WITH AN ULTIMATE STRENGTH F'm = 1500 PSI. 2. GROUT .SHALL BE FLUID CONSISTENCY, GROUT SHALL BE ONE PART CEMENT, M NT E THRE P ARTS SAND, AND MAY CONTAIN AN ADDITIONAL PARTS PEA GRAVEL IF GROUT SPACES ARE 4" OR MORE IN EVERY DIRECTION. F'c = 2000 PSI 0 28 DAYS, 3, MORTAR SHALL CONFORM TO ASTM C270-52T. MORTAR SHALL BE 1 PART CEMENT, 3 PARTS SAND, AND 1/2 PART LIME PUTTY OR HYDRATED LIME. F'c 2000 PSI 0 28 DAYS. 4. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 DIAMETERS OR 24", WHICHEVER IS LARGER, 5. GROUT FILL ALL CELLS UNLESS OTHERWISE NOTED, 6. CONTINUOUS INSPECTION IS NOT REQUIRED FOR ALL BLOCK CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. 7. HIGH LIFT GROUTING SHALL FOLLOW PROCEDURES AND -REQUIREMENTS OF GOVERNING AGENCY. 8 ALL BLOCK WALLS 70 BE RUNNING BOND UNLESS OTHERWISE NOTED. 9. DO NOT BACKFILL BASEMENT WALLS UNTIL STRUCTURAL SLAB IS SET OR UNLESS SHORING APPROVED BY THE ENGINEER IS PROVIDED. 1. IF DOWELS ARE REQUIRED, PROVIDE REINFORCING THE SAME SIZE AND SPACING AS WALL REINFORCING AND LAP 46 DIAMETERS OR 24" MINIMUM, UNLESS NOTED OTHERWISE. 2. ALL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE WELL SECURED IN PLACE PRIOR TO POURING CONCRETE. . . 3. ALL REINFORCING STEEL SHALL BE NEW. STOCK DEFORMED BARS CONFORMING TO ASTM A6i5 GRADE 40 UNLESS OTHERWISE SHOWN. 4. ALL BARS SHALL BE FREE OF LOOSE FLAKES. RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 5. ALL BENDS TO BE MADE COLD. 6. DO NOT WELD GRADE 60 REINFORCING UNLESS SPECIAL APPROVAL IS OBTAINED FROM THE ENGINEER. 7. GRADE 40 REINFORCING MAY BE .WELDED WHEN. REQUIRED WITH CONTINUOUS INSPECTION BY A CERTIFIED DEPUTY INSPECTOR. 0 a ► x 0 11 1. DESIGN FABRICATION AND ERECTION PER A.I.S.C. "SPECIFICATIONS AND CODE OF STANDARD PRACTICE", 2 ALL SHOP WELDING AND FABRICATIO N SHALL BE DONE! IN THE SHOP OF A STEEL FABRICATOR, APPROVED, BY THE BUILDING OFFICIAL. A CERTIFICATE OF FABRICATION SHALL BE FURNISHED BY THE SHOP TO THE FIELD INSPECTOR FOR APPROVAL. 3,. ALL FIELD WELDING AND FABRICATION .SHALL BE PERFORMED BY OPERATORS WHO HAVE BEEN QUALIFIED AS PRESCRIBED IN "QUALIFICATION 'PROCEDURE" OF THE AMERICAN WELDING SOCIETY AND WHO SHALL BE CERTIFIED OR APPROVED, AS REQUIRED, BY THE LOCAL BUILDING OFFICIAL. A REGISTERED DEPUTY INSPECTOR SHALL BE EMPLOYED AS SPECIFIED ON THE DRAWINGS FOR STRUCTURAL WELDING. THE DEPUTY INSPECTOR SHALL SUBMIT A REPORT OF THE WORK TO THE FIELD INSPECTOR FOR APPROVAL. 4. STRUCTURAL STEEL., SHAPES AND PLATES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. 5. PIPE COLUMNS SHALL CONFORM WITH ASTM A53, GRADE B, Fy = 35 KSI. . 6. STEEL TUBES SHALL CONFORM WITH ASTM A500; GRADE B, Fy = 46 KSL 7. HIGH STRENGTH BOLTS SHALL CONFORM WITH ASTM A325: A REGISTERED DEPUTY INSPECTOR SHALL INSPECT ALL HIGH STRENGTH BOLTING. . 8. OTHER MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM WITH ASTM A307. 9.. WELDS SHALL BE MADE WITH ELECTRODES CONFORMING WITH ASTM A233 OR E70 SERIES. 10, HOLES FOR BOLTS IN STRUCTURAL, STEEL SHALL BE DRILLED OR PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED UNLESS SPECIFICALLY STATED ON THE DRAWINGS. 1. ALL SHEET MEATAL SHALL BE MINIMUM 26_ GAUGE GALVANIZED IRON (G.I.). . 2. CONTRACTOR TO PROVIDE CHIMNEY CAP. CHIMNEY SADDLE, CHIMNEY FLASHING , VALLEY FLASHING. ROOF/WALL FLASHING, GUTTERS, DOWNSPOUTS. DIAMRTERS, EAVE,. RIDGE, FOUNDATION VENTS, ETC. 3. CONTRACTOR SHALL FABRICATE AND INSTALL ALL FLASHING, GUTTERS. DOWNSPOUTS, ETC: REQUIRED TO PREVENT PENETRATION OF WATER THROUGH .THE EXTERIOR SHELL OF THE BUILDING. (PER' UBC. 1402.2. 1506.2) 4. PROVIDE G.I. VENTS FOR APPLIANCES: MECHANICAL EQUIPMENT. 5. EXTEND RAIN DIAMRTERS 12" MINIMUM EACH SIDE OF DOOR 6. PROVIDE FLASHING WHERE WOOD (OTHER THAN P.T.A.F. OR REDWOOD. UNLESS SPECIFICALLY CALLED FOR) TOUCHES CONCRETE. LUMBER,9. CARPENTRY, FRAMING, 1. ALL LUMBER SHALL BE DOUGLAS FIR, LARCH, COAST REGION # L OR #2 GRADE OR BETTER EXCEPT AS NOTED, . STUDS, PLATES, SHEATHING AND BRACES -MAY BE COMPOSED OF.#2 GRADE LUMBER, ALL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR PL OOD CONFORMING TO PRODUCT STANDARDS P.S..1-74 U. S, DEPART ENT OF COMMERCE. STANDARD 1 GRADE FOR SHEAR WALLS AND ROOF SHEATHING UNLESS NOTED OTHERWISE ON PLANS. . 2. ALL . FRAMING DIMENSIONS ARE - TO FACE `OF STUD .(F.O.S.) UNLESS OTHERWISE INDICATED. - 3. PROVIDE ALL NECESSARY BLOCKING, BACKING, SLEEVES, FRAMING . FOR DRYWALL, . LIGHT FIXTURES, ELECTRICAL UNITS, A/C EQUIPMENT. DRAPERY flR CEILING TRACKS'' PLUMBING EQUIPMENT, COUNTERS. HANDRAILS.. RAILINGS AND ALL OTHER ITEMS REQUIRING SAME: 4. NAILING SCHEDULE: (UNLESS OTHERWISE DETAILED.) . " CONNECTION. NAILING (COMMON NAILS) 1. . STUD TO PLATE -END NAILING--2-16d . . STUD TO PLATE -TOE NAILING---3-16d OR 4-8d TOP PLATES - SPIKE TOGETHER --TOP PLATED -SPIKE TOGETHER TOP PLATES - LAPS/INTERSECTIONS--3-16d CEILING JOISTS TO NAILER -TOE NAIL-- 4-8d . CEILING JOISTS TO STUD--2-16d . 2" CUT -IN BRACING OR BLOCKING--2-16d TOR ER STUD DOUBLE STUDS A G -- S LES 16d ®24 C N N 0. . / 1 X6 LET IN BRACE--2-8d 0 CORNER/EVERY 25.0" TOP PLATE SPLICE--12-16d EA. SIDE OF SPLICE 5. FRAMING LUMBER: (DOUGLAS FIR, . LARCH, MC 19 NORTH REGION) 2 X RIDGE BEAMS --NO. 1 2 X FLOOR JOISTS --NO. 2 2 X .ROOF JOISTS --NO. 2 . I4 X BEAMS --No. 1 I . 6 X BEAMS OR GREATER --SELECT STRUCTURAL I . 2X4 OR 4X4 STUDS OR POSTS--STD./STUD GRADE 6 X POSTS OR GREATER --SELECT STRUCTURAL . 2X6 STUDS OR GREATER --NO. 2 6. DRILLING AND NOTCHING OF STUDS SHALL CONFORM TO U.B.C.' ' ' . SECTION 2326.11 9 & 10.. HOLES AND NOTCHES. UNLESS OTHERWISE. . DETAILED SHALL MEET THE FOLLOWING REQUIREMENTS: BEAMS OR JOISTS MAY BE NOTCHED AT THE ENDS AND SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER., HOLES BORED IN MEMBERS SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM OF THE MEMBER AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 1/3 THE DEPTH. ` NOTCHES IN THE TOP OR BOTTOM OF MEMBERS SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF -THE SPAN. 7. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS AND . TRIPLE FLOOR JOISTS UNDER ALL BEARING PARTITIONS 2X SOLID BLOCKING ® 8' -0" O.C. AND ALL SUPPORTS. . 8. ALL WALL STUDS SHALL BE 2X4 0 16" O.C. UNLESS OTHERWISE NOTED. ALL WALL STUDS SUPPORTING 3 OR MORE STORIES SHALL BE 3X4 0 16" O.C. OR. 2X6 ® 16" O.C. . 9. ALL UNSUPPORTED WALLS HIGHER THAN 10'-O" SHALL BE 2X6 STUDS 0 16" OC. AND. SHALL BE SOLID BLOCKED AT MID -HEIGHT AS NECESSARY SO THAT NO. CONCEALED SPACE IS OVER 10' IN LENGTH. ALL UNSUPPORTED WALLS HIGHER THAN 14'-0" SHALL BE 2X8 STUDS ® 16" OC. . 10, CUTTING AND NOTCHING OF STUDS IN EXTERIOR WALL AND BEARING PARTITIONS: STUDS MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25X OF THEIR WIDTH. CUTTING OR .NOTCHING OF STUDS IN NONBEARING PARTITIONS SHALL, .NOT EXCEED 40 OF THEIR WIDTH.. . 11, BORED HOLES IN' STUDS: A HOLE NOT GREATER IN DIAMETER THAN 4M OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES. NOT GREATER THAN 60%. OF THE WIDTH OF THE STUDS ARE PERMITTED IF HOLE IS NO CLOSER THAN 5j8" TO THE EDGE of THE STUD. .BORED HOLES SHALL NOT BE .LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. WALL BRACING AND NOTCHING STUDS SHALL CONFORM. TO U.B.C. SECTION 2326. - 12. GLU-LAM BEAMS SHALL BE GRADE DF/DF 24f-V4. FABRICATOR SHALL SUBMIT AITC CERTIFICATION TO BUILDING DEPARTMENT AND ENGINEER FOR APPROVAL. PROVIDE STANDARD CAMBER UNLESS OTHERWISE NOTED. 13. MICRO -LAM BEAMS SHALL BE AS MANUFACTURED BY TRUSS -JOIST PER NER-II6, . AND SHALL BE ,STAMPED WITH THE MANUFACTURERS' LOGO. MANUFACTURER SHALL SUBMIT CERTIFICATION PRIOR TO INSTALLATION. 14, 2-2X BEAMS SHALL BE NAILED TOGETHER _ W/ 9 6d NAILS 0 12" OC. MAXIMUM. 11 15. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT END OF MISCELLANEOUS BEAMS . WHERE POSTS ARE NOT SHOWN. CARRY STUDS DOWN TO FOUNDATION OR SLAB.. 16. PROVIDE 2X3 CROSS BRIDGING OR 2X SOLID BLOCKING AT A' MAXIMUM OF ,8`.- O OC. FOR 2X12 .FLOOR JOISTS AND AT. A MAXIMUM OF 10'-O" OC. FOR ROOF RAFTERS. METAL BRIDGING OR EQUAL .MAY BE USED. 17. PLYWOOD IS TO.. BE STAMPED BY THE .AMERICAN PLYWOOD ASSOCIATION. AND SHALL CONFORM ' TO US. PRODUCT STANDARD PSI-74 WITH EXTERIOR GLUE UNLESS 'OTHERWISE NOTED, ' . 18. ROOF SHEATHING AND NAILING is TO BE APPROVED BY THE INSPECTOR BEFORE APPLICATION OF ROOFING, . 19, ALL NAILING SHALL CONFORM TO UBC TABLE 23-1-0. 20. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL USE METAL WASHERS. I I . 21, HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUIT SHALL COMPLY WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS AND SHALL BE VERIFIED WITH THE I . ENGINEER, ' . 22, WHERE .WOOD is IN CONTACT WITH CONCRETE CIA. MASONRY, USE . PRESSURE TREATED DOUGLAS FIR, 23, UNLESS ' SHOWN OTHERWISE, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE. BOLTER TO. CONCRETE OR MASONRY..AS FOLLOWS: A. AT EXTERIOR WALLS USE SSSSSSlj DIA. BOLTS 0 4'-O" OC. BEGINNING O'-9" FROM END OF' PLATE. . B. AT INTERIOR WALLS USE S/$ :DIA. BOLTS ® 6'--O" OC. BEGINNING O'-9." FROM END OF PLATE. . ALL BOLTS SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE OR MASONRY. AT INTERIOR WALLS; BOLTS MAY BE, SUBSTITUTED WITH rrW RAMSET/REDHEAD CONCRETE ANCHORS PROVIDED THAT THE BOLTS -ARE NOT PART OF A SHEAR, PANEL CONDITION. REDHEAD ANCHORS MAY NOT BE SUBSTITUTE6 FOR ANCHOR BOLTS IN NEW DWELLING .CONSTRUCTION. ICBO #ER-1372. i I w.,. REVISIONS BY -1. . !' i' .. 11 I �.. I I . i 1 {. FASTEN RS , I. FRAMING HANGERS, PS. HOLDWONS, BASES, ANCHORS, F I CONNECTORS. ETC., SHALL BE AS MANUFACTURED BY "SIMPSON . STRONG -TIE COMPANY, IN ." THE REQUIRED NAILS//BOLTS SHALL BE : .INSTALLED PER SPECIFICA ONS IN THE CURRENT SIMPSON STSRONG-TIE i I -COMPANY. INC. CATALOGUE,A SUBSTITUTIONS OF FRAMING HARDWARE. A UFACTUR R E I N OR F t�jY 11 M ASTE ERS MUST BE APPROVED BY THE ARCHITECT AND THE ENGINEER PRIOR TO INSTALLATION. (ANY SUBSTITUTIONS, MUST BE rt� APPROVED BY PLAN CHECK OFFICE). � r C , 2;. THE NUMBER OF NAI ` (COMMON)) CONNECTING WOOD MEMBERS `�` ""' I . SHALL NOT BE LESS THAN THE AMOUI•ITS SET FORTH IN TABLE 23,1 Q OF 11 I . THE CURRENT EDITION OF THE UBC. 3. ALL BOLTS SHALL CONFORM TO ASTM A307. :4 f s . 4.. BOLT HOLES TO BE N MINAL DIAMETER OF BOLT PLUS 1/16" . z � 3 U LESS N NOTED OTHERWISE PROVIDE WASHERS UNDER HEADS AND NUTS �► � ," OF ALL 'BOLTS AND LAG Sr`REWS BEARING ON WOOD. 1 5. LAG BOLTS: LEAD H LES FOR SHANK TO BE THE SAME AS SHANK. . ". THREDDED PORTION .TO "8 6O-?O% OF. SHANK DIAMETER. ,. co -�� !"s. USE FULL NAILING/BOLTING AT ALL CONNECTIONS UNLESS NOTED { OTHERWISE. Q� ~ I � s 5 5 �6 1, I � S � 7, NO SHEET METAL CON ECTORS ARE TO BE EXPOSED. 4 �('�� "� ! 11. THERMA AND MOISTURE PROTECTION � �.+ � ,,� f Q. 7 1; ALL EXTERIOR _DOORS AND WINDOWS TO BE PROVIDED WITH WEATHER { co Z.w s W W y PROTECTED DEVICES PER ENERGY GY NOTES. � I 11 y__ . d. a '12., ROOFIN I. THIS WORK SHALL RE ULT IN A WATERPROOF ENCLOSURE OF GOOD 3 APPEARANCE. CONTRACT R SHALL COOPERATE FULLY WITH ALL RELATED 5. TRADES. THE BEGINNING OF THIS' WORK INDICATES ACCEPTANCE OF THE BASE TO. WHICH IT IS APPLIED. BASED ON HIS EXPERIENCE, THIS CONTRA'TOR SHALLII ADVISE THE ARCHITECT IF , ANYTHING WILL INTERFERE WITH THE INTENTION OF THIS WORK. , THE CONTRACTOR SHALL UARANTEE tN. WRITING FOR TWO (2) YEARS. FROM I 1. THE TIME OF FILING OF T E NOTICE OF COMPLETION THAT THE MATERIAL AND APPLICATION OF THE ROOFARE FREE FROM DEFECT AND COMPLY WITH THE I ` SPECIFICATIONS11 . #� ' I . - 1 '13. DOORS AND WINDOWS , 1. SEE DOOR AND WINDOW SCHEDULE. FOR TYPE & . NO. OF GLAZINGS.I 11 I 2. CONTRACTOR SHALL V RIFY THE SIZES: OF ALL DOORS : AND . WINDOWS. _ ._ :4 3. ALL DOORS AND WIND WS TO BE APPROVED BY. OWNER OR AGENT. � t �... 4, . ALL GLASS DOORS AN FIXED PANELS WITHIN 4' -0" OF ANY DOOR SHALL HAVE SAFETY GLASS AS PER FEDERAL GLAZING STANDARDS. E 5, GARAGE DOOR SPR{N S TO BE STATE APPROVED WITH BREAK } RETAINERS AND MANUFACTURER'S LABELS. It v _d= �",. I 14. CLASS, LAZING AND MIRRJRS a3�3z: , Z: , I. ALL GLASS .AND GLAZt i11 ra G WITHIN 1 L3 OF FLOOR AND " . WITHIN 4 i 2 rl, N OF �, � u DOOR R SH LL BE OF APPR OVED' " V D SHATTERPROOF - CONSTRUCTION. ALL SHO ER ENCLOSURES TO BE FULLY TEMPERED. { .. A'" . 1,:_ .a te , a, . 15. LATH, P ASTER AND DRYWALL , 1.. ALL INTERIOR FINISH MATERIALS SHALL MEET CLASS I I I t __ r., :'z FLAME SPREAD CLASSIFICATION A5 PER SECTION 804 OF THE z U.B.C. I I I 2. ALL INTERIOR FINISH TO BE 5/8" DRYWALL -SMOOTH, i ACCORDING TO U.B.C. S ECIFICATIONS. " INSPECTION OF NAILING j IS REQUIRED FOR C. L AND ALL LATH WHEN IN PLACE. I 1 CORNERS TO BE NAILED. DRYWALL SPACING TO BE 3/8" i I MAXIMUM: 3. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO CHA TER 8 OF THE U.B.C. 4. PRIOR TO INSTALLATI N OF LATH AND PLASTER OR DRYWALL, THE ! k CONTRACTOR SHALL INSP CT THE FRAMING FOR ALL DEFECTS, I.E.: FRAMING x, _ .; " '-° OUT OF ALIGNMENT. TWI LNG, WARPING, PROTRUDING HARDWARE, ETC, WHICH ' r ,, O r `, , ; t i COULD IMPAIR THE QUALI OF THE FINISHED SURFACE, AND REPORT SUCH .. ,, I DEFECTS IN WRITING TO HE ARCHITECT. OTHERWISE HE SHALL BE FULLY .. 1 . r fr a. 11 RESPONSIBLE FOR ALL COVERED DEFECTS. THIS CONTRACTOR SHALL PATCH �' r'1oz4 i.- ALL HOLES WHICH WERE MADE BY OTHER TRADES FOR ALL COVERED OUTLETS k , \II 11 +: � I", t i AND ACCESSES WHICH Nor BE READILY LOCATED. jf - x 5. INSPECTION REQUIRE FOR LATH H I .; `< pJ BOTH AT EXTERIOR WHEN N PLACE PRIOR TO PLASTERING, ROR AND TERIOR. _' S: -_�___.._m__ < ; ; I t y 6. ESP f - d INSPECTION OF NAlLI G REQUIRED FOR D ALL HE I P . . , N N LACE. C R �w W ORE . ,F N BEADS ARE TO BE NAILS . DRYWALLL. BOARD SPACING TO BE 3 8" MAXIMUM l " -, / t (UBC.-4705}. tea•'` w . 7. ALL TEXTURES, COLORS, CORNER `TYPES, BOTH FOR EXTERIOR AND INTERIOR SHALL BE APPROVED BY THE - ARCHITECT PRIOR TO APPLICATION. 8. ALL INTERIOR FINISH MATERIALS SHALL MEET CLASS III FLAME SPREAD f '. I CLASSIFICATIONS. i i . t 9. ALL GYPSUM DRYWALL 5/8" THICK TYPE U.S.C. SHEETROCK 0 ' " R EQUAL OR J 5/8 TYPE-X. GYPSUM DRYWALL (GYP. BD.). ALL BATHROOMS .SHALL HAVE f I I 1/2" THICK WATERPROOF GYPSUM DRYWALL (GREENBOARD). IOx 10. ALL GARAGE WALLS AND CEILING ADJOINING LIVING SPACE SHALL B I E COVERED WITH 5j8" TYPE--X GYPSUM DRYWALL, INCLUDING ALL BEAMS AND POSTS, . 11. USABLE ENCLOSED SPACE UNDER STAIRS SHALL BE COVERED WITH 5/8" TYPE-X GYPSUM DRYWALL . i f 12. PROVIDE #15 FELT ON ALL EXTERIOR WALLS TO RECEIVE PLASTER, Data 11 I 1 13. ALL OPENINGS AT INTERIOR � PLASTERWORK SHALL RECEIVE 6"X12" METAL ; -LATH BUTTERFLIES AT CORNERS SET AT 45 DEGREE ANGLES TO ELIMINATE Scale I CRACKING, f t I 11 1` . 14. PROVIDE A' CORROSION RESISTANT WEEP SCRED WHICH WILL ALLOW I Drawn 1 TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. REQUIRED - I BELOW THE STUCCO AT THE FOUNDATION LINE. MINIMUM 4" ABOVE FINISH. . Job . I #' r 1p Sheet ' i . I .1�_. � p I I I I Ix, :�! - I U , '� , .. -.-_. _ _-. _ .. _._._-. �1 14- I- w.--.-. . .. _ .-...-. __ .__ ...._. _ _._ _____ I C?f' f Sheels . ;I