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NJ 9 t MCI I X VA♦TL XMA' F— ry 0 < 7- LEGAL DESCRIPTION: SITE AREA LOT SIZE: LIVABLE SPACE: GARAGE LIVABLE SPACE: EXISTING CANOPY (A) EXISTING CANOPY (B) PROPOSE LIVING ROOM ADDITION: PROPOSE PORCH ADDITION: 6,254 SQ. FT. 11193 SQ. FT. 430 Q. FT. 11193 SQ. FT. 382 SQ. FT. 213 Q. FT. 124 SQ. - FT. ADDITION 62 SQ. FT. 186 SQ. FT. 0 0 d I " COUNTY ASSESSOR'S PARCEL LOT NUMBER APN 015-141-03 :D b < oCn 0 Nn <__j LLJ n U m z City of Santa Ana LL. 0 TO BE REMOVED AND < Plan Check No, Address 1023 W. ST, ANDREW PLC, 0 m 0 0:� PULL PERMITS WITH < I J- TODAY'S CODE Contact Person; Phil Robles Phone No, 714-335-6865 n CD (PULL PERMITS) U) 0 Ln < U r-0 > __j Lij Checked by; Date: Lj_ 0 0 Q < co Applicable Code 2001 CBC, 2001 CPC, 2001 CIVIC, 2001 CEC N <C\1 Li 71 " o LIJ C) LO b 0 coz m Li I U, T Occupancy R3/U1 Flood Zone < Li LLJ U 'i I Type of Construction -V-'-N Phone No, 25 0" Scale 1/8" — 1 FT. ry 0 Q0 0 - I 0 N 0 Ln 25 '_C Scale 1/8 1) — 1 FT. PHILLIP & ROSALIND SOLANO 1023 W. ST, ANDREW PLC, SANTA ANA CA, 92707 PHONE NO, 714-979-1633 NORTH MAC FADDEN AV, EDINGER ST. ST. ANDREW PLC. 0 0 _j 0 0 _j THOMAS GUIDE 1992 LOS ANGELES/ORANGE COUNTIES PAGE 829 D-6 SHEET SHEET DESCRIPTION FILE NUMBER T-1 INTRODUCTION COVER SHEET ROSEOO,DWG A-1 FOOTING/FRAMING FLOOR PLAN ROSE0LDWG A-1.1 WINDOW LIGHTING/ELECTRICAL ROSE08,DWG A-2 ELEVATION VIEWS ROSE02,DWG G-1 GENERAL NOTES ROSE03,DWG WINDOWS GENERAL NOTES ROSE09,DWG —G-2 S-1 STRUCTURAL CUTTER SECTION ROSE06,DWG D-1 FOOTING DETAILS ROSE04,DWG D-2 STRUCTURAL DETAILS ROSE05,DWG D-3 STRUCTURAL DETAILS (RAILING/PORCH) ROSE07,DWG TITLE24 GENERAL TITLE24 CALCS/FORMS TITLE24,DWG aiN City 0 I povis Accep � I 1 REVISION DATE REV. A 02/23/03 REV. B 07 01 03 V. C 07/15/03 Ln (Jo 00 Ln Q0 0-) oo r_1 m Q0 CO N lYJ Lo I 1 1 LLJ 0 _j z LLJ m 15 LJ CO COry :D U) LIJ LO n (0 < D z m 0 1 M 0 X 0 71 _j :�-c < ry m 0 < z LIJ 0 — CK, LLJ (D :2 n < (n LLJ u 0 > < n z Q mi IL �'7 J TIN0_ , 0 e-2- 5, r F ell, -� � � 1 CZMI ka zo OCD RC 77, 077U'�" L IL _2LY I k� o A a, i A r's at la ceptaime c;f y 1 A vp, e vomm, a n S of, J, N Y C giiy Uli-" a' a �a' I I ux o 1', ZL, vu. id B CITY OF'SAiNIT ANA APPik-W PLA24NINC, UkiJV18140N MASTER Z w f1-7Iv-3 X J-1- PLA",N"" CONTPX'k CONTAC1N-E (.714) 667-2700 sui3jr—'ro CONDIT10K.'3 BELOW: l-'_ I A -I ZA-1 0 LIVI""5 P&&v6-'- F-Xlw S;04 AJI s4uuw to tvidtAISUrIS 0 4w 102 0 0 I r-) Ld N Q0 (Y 00 U) < Z<� r, U) < C) F f) 0 ry LLJ � < Ld n < LLJ 0 o T < = n v) n PROJECT NO. C4APRIL09,2003 COMMENCED DRAWN BY PHIL ROBLES REVISIONS DATE REV. C 07/15/03 SCALE 1/8" = 1 FT ROSEOO.DWG 07/15/03 Tm 1 DIVISION 11 - ELECTRICAL: 1998 CA. ELECTRICAL CODE 1. All work shall be in full accordance with all codes, rules, regulation of governing agencies and shall comply with the requirements of the serving power and telephone companies. 2. The contractor shall verify availability of sevices and determine actual details pertaining to exact locations and requirements before submitting his bid, upon receipt of notice that electrical contract award has been made, successful bidder shall notify power and telephone serving utility companies of the estimated date when service shall be desired. 3. All materials and equipment furnished and installed under this section shall be guaranteed by the contractor for a period of one year from the date of acceptance of the work by the owner. 4. All equipment installed outdoors and exposed to weather shall be weatherproof, and G.F.I. protected. 5. Receptacles in kitchen and bathrooms shall be installed aboved worktop. Receptacles in bathrooms shall be G.F.I. protected. 6. Receptacles shall be installed vertically at 18"+ above floor. 7. Wall switches to be 48" above floor. 8. All electrically operated fixtures, outlets, equipment or devices whether installed by this constractor or others, shall be fully connected to proper electrical source and left in operating condition. 9. Aluminum wire No. 4 AWG and smaller shall not be used in electrical wiring. SMOKE DETECTORS REQUIREMENTS NOTES! A. Smoke detectors shall be provided in all new construction, additions and interior alternations with a valuation over $1,000,00, In new buildings, smoke detectors shall be connected to the building wiring system and be provided with battery backup. In existing room smoke detectors May be powered by battery power. ECBC 310.9.1.2 & 310.9.1.31 B, Smoke detectors are required in each room used for sleeping, centrally located in the wall or ceiling in corridors provideing access to each separate sleeping area, at each floor or basement level and in close proximity to the stairway. ECBC 310,9141 C. Smoke detectors shalt sound an alarm sudible in all area of the buitding or be interconnected. ECBC 310.9.1.41 D. Where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, detectors shall be installed in the hallway and near the high point of the ad joinging room. (Battery operated smoke detector permitted in existing construction only) E. Smoke detectors to be mounted and located 8 inches below ceiling height. (see legend) 10. A Minimum of two circuits required for kitchen counter top receptacles. Circuiting space to be evenly distributed. (210.52(b)(c) 11. Garbage disposal located under counter top. 12. Attic light required alone with switched at entrance. 13. G.F.I. in all garage receptacles. 14. Fire Rated wall, no back to back openings within 24 inches horizontal. 15. Install receptacle outlet at water heater.(Catifornia Energy Commission approved self -ignition water heater.) 16. The general kitchen lighting and all bath light shall be energy -efficient type. At this time that will usuatly be a fluorescent type fixture. This is a State of California Energy Commision regulation that is a part of the Title 24 Code DOOR SCHEDULE DOOR FRAME DETAILS 31- REMARKS MARK SIZE TYPE MAT'L FIN TYPE MAT'L FIN HEAD JAMB A w = Vi O3'-0' X 6'-8' .C.V.D. PAINT VINYLE PAINT W013D WOOD SINGLE TYPE STYLE TEMP GLASS O3'-0' X 6`13' .C.V.D PAINT VINYLE PAINT WOOD WOOD SINGLE TYPE STYLE TEMP GLASS O2'-0' X 6'-8' .C.V.D. PAINT /INYLE PAINT WOOD WOOD SINGLE TYPE STYLE FOLDING CLOSET 0 0 O 0 0 0 to it 12 13 14 15 16 HARDWARE NOTES, 1. ALL SOLID CORE DOORS TO HAVE 1-1/2 PAIRS BALL BEARING HINGES. CONSULT OWNER FOR DESIRED HARDWARE FINISH. 2. GENERAL CONTRACTOR SHALL DEVELOP AND FURNISH A HARDWARE SCHEDULE AND SUBMIT TO OWNER AND DESIGNER FOR REVIEW AND APPROVAL. 3. CONSULT OWNER FOR REQUIREMENTS OF WHICH DOORS ARE REQUIRED TO HAVE LOCKSETS, AND WHICH DOORS ARE REQUIRED TO HAVE LATCHSETS. LEGEND: S.C.W.D. = SOLID CORE WOOD DOOR H.C.V.D. = HOLLOW CORE VINYLE DOOR 17. 120 volt receptacle outlet is required within 25 foot of unit. it shall be on same level in (attic) as unit. 210-63; 210-70, UMC 509 18. 19. Electric system grounded to cold water pipe and UFER, See Footing Details Same Electrical sheet. 20. Panel location subject to change Electrician VERIFY panel location with and owner, prior to commencement. 21. All bath and kitchen lighting shall be energy -saving (Fluorescent) type. 22. As used in this section, a "wall space" shall be considered a wall unbroken along the floor line by doorways, fireplaces, and similar openings. Each wall space 2 feet or more wide shall be treated individually and separately from other wall spaces within the room. A wall space shall be permitted to include two or more walls of a room (around corners) where unbroken at the floor line. (FPN): The purpose of this requirement is to minimize the use of cords across doorways, fireplaces, and similar openings. Receptacle outlets shall, in so for as practicable, be spaced equal distances apart. 23. CHEW DWELLING ONLY) � NOTE 24 TO SC i • • , ROOM ADDITION AREA NIMIMMUMMMUMMMMMMMM FRONTLIVING PORCH ADDITIONMMM©NNN©NN©M©NNN©M = MMMMMMMMMMMMMMMMMM MMMMMMMMMMMMMMMMMM ■.■.■■■■■.■■■■■■■■ ■■■■■ ■■■■ ■■■■■ ■.■■ ■.■■■■■■■.■■.■■■■■ ■.■■■ ■■.■ ■■■■■ ■■■■_, MMMMMMMMMMNMMMMMMM-�-I MMNMMMMMMMMMMMMMMMI=�11_' MNNMM MMMM NMMNM'MMMM_tt .■■■■ ■■■. ■.■■■ ■■.■.-' REQUIRED REQUIRED WINDOWS SO. FT. LIGHTING SQUARERFOOTAGE WINDOWS SO. FT. ARDF DOA I.D. LOCATION TYPE SIZE FLOOR PRINT DESCRIPTION EXISTING/NEW COMMENTS SQUARE FOOTAGE O KITCHEN VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING 118 SO. FT. 18 SQ. FT. 9 SQ. FT. iJ2 LAUNDRY VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING 62 SQ. FT. 6 SQ. FT. 3.5 SQ. FT. O3 BEDROOM 3 VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING 130 SO. FT. 13 SQ. FT. 6.5 SO. FT. ® BEDROOM 3 VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING O BEDROOM 2 VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING 111 SO. FT. 11 SQ. FT. 5.5 SQ. FT. ® BEDROOM 2 VERTICAL HUNG 36"WX48"H 3040 TILT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. O BATH 1 VERTICAL HUNG 20"WX36"H 2O30 TILT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 64 SQ. FT, 6 SO. FT. 3 SQ. FT. ® BEDROOM 1 VERTICAL HUNG 36"WX48"H 3040 TiLT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 161 SQ. FT. 16 SQ. FT. 8 SQ. FT. ® BEDROOM 1 VERTICAL HUNG 36"WX48"H 3040 TILT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 10 LIVING ROOM VERTICAL HUNG 36"WX48"H 3040 TILT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 442 SQ. FT. 42 SQ. FT. 22 SO. FT. 11 LIVING ROOM VERTICAL HUNG 36"WX48"H 3040 TILT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 12 LIVING ROOM VERTICAL HUNG 36"WX48"H 3040 TiLT SINGLE NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 13 LIVING ROOM VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL EXISTING DINING AREA VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 162 SQ. FT. 16 SQ. FT. 8 SQ. FT. 1� DINING AREA VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL NEW SEE SHEET G-2 FOR VINYL WINDOWS AND DOORS SPECS. 16 KITCHEN VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL NEW SEE SHEET 0-2 FOR VINYL WINDOWS AND DOORS SPECS. 118 SQ. FT. 5.5 SQ. FT. 2.5 SQ. FT. 17 18 19 20 � o o o a o 0 0 o 0 0 o o o O COLD WATER BOND #4 COPPER 1 11 5/8"' DIA, GROUND ROD COPPER 10 LENGTH (2) each at 20 f t, apart in ground SINGLE LINE DIAGRAM NOTES! 1. Sleeping rooms must have a window or exterior door for emergency exit, silt height not over 44 inches above floor, 5.7 square feet of openable area, 24 inch clear opening height, 20 inch clear opening width. ECBC 310.41 2. Minimum window area to be 1/10 of floor area (not less than 10 square feet) and 507 openable at master bedroom, at master bedroom, bedroom #3, and bedroom #5 ECBC 1203.31. 3. Bathroom or sevice room minimum window area to be 1-1/2 square feet openable or, provide a mechanical ventilation system capable of providing five air changes per hour. 4. ALL. exterior windows will be certified for an 80 mph wind pressure with an exposure C. 5. Glass and glazing shall be in accordance with CBC Chapter 24 section 2403, 2404, and 2406. �B = Battery Smoke Detector for existing Locations %W = Hard wired Smoke Detector for new Locations SMOKE DETECTORS 5. Smoke detectors shall be provided in all new construction, additions and interior alternations with a valuation over $1,000,00. In new buildings, smoke detectors shall be connected to the building wiring system and be provided with battery backup. In existing room smoke detectors may be powered by battery power. CCBC 310.9.1.2 & 310.9.1.31 6. Smoke detectors are required in each room used for sleeping, centrally Located in the wall or ceiling in corridors provideing access to each separate steeping area, at each floor or basement Level and in close proximity to the stairway. CCBC 310.9.1.41 7. Smoke detectors shalt sound an alarm sudible in all area of the building or be interconnected. ECBC 310.9.1.41 8. Where the ceiling height of a room open to the hallway by 24 inches or more, detectors shall be installed in the hallway and near the high point of the adjoining room. CCBC 310.9,1.1 LANDINGS COMPLIANCE NOTES! 9. Landings at door shall have a length measured in direction of travel of not less than 36 inches. (1003.1.7) 10. Exit doors from individual dwelling units having an occupant load of 10 or less may be provided with a night Latch, dead bolt or security chain, provided such devices are openable from the inside without the use of key or toot or special knowledge or effort and mounted at a height not to exceed 48 inches above the ill Regardless of the occupant load, there shall be a floor or landing on each side of a door. The floor or landing shall not be more than one -inch lower than the threshold of the doorway. Landings shall be level except for exterior landings, which may have a slope not to exceed 1/4' unit veritical in 12 units horizontal 12, finished floor. (1003.1.8) (2%slope). (1003.31.6) 13. A door may open at a landing that is not more than 7 1/2 inches lower than the floor level provided the does not swing over the landing. 14. Screen doors and storm doors may swing over stairs, steps or landings. SURFACED MOUNTED SMOKE DETECTOR ON CEILING BATTERY OPERATED B. SURFACED MOUNTED SMOKE DETECTOR ON CEILING HARD WIRED OPERATED W. EXHAUST FAN FOR BATHROOM WEATHER PROOF FLOOD LAMPS FLOURESCENT LIGHTING FIXTURE �C( INHOUSE LIGHTING FIXTURE G.F.I. 110 VOLT OUTLET G.F.I. 110 VOLT OUTLET QUADRAPLEX 110 VOLT OUTLET 240 VOLT OUTLET FOR DRYER G.F.I. D QWP 110 VOLT WEATHER PROOF OUTLET G.F.I. S SINGLE THROW TOGGLE SWITCH 0 JUNCTION BOX S3 THREE WAY TOGGLE SWITCH ® MASTER PANEL A QTELEPHONE LOCATION (LIGHTING) OVERHEAD RUN WITH 3 WIRES © OUTLET CABLE T.V. HOME RUN TO EXISTING ELECTRICAL PANEL/BREAKER ASSIGNED TO EXISTING AREA FLOOR PLAN 3040 (N) 2030 (N) 3040 Jk B SMOKE ALARM BATTERY OPERATED 11111117 3040 15 AMP BREAKER X'S 80% VOLTS = 12 12 x 120 VA = 1,440 VA COMMONLY HOUSE ITEMS REFRIGERATOR APPROX, VAS 1,500 VOLTAGE 120 PHASE Single A/C 6,000 240 Sin to LAUNDRY 1,500 120 Single 20 AMP BREAKER X'S 80% VOLTS = 16 16 x 120 VA = 1,920 VA AIR BLOWER 800 120 Single DISPOSAL 11000 120 Single DRYER/GAS 1,500 120 Single 30 AMP BREAKER X'S 80% VOLTS = 24 24 x 120 VA = 2,880 VA GARAGE DOOR OPENER 11000 120 Single ATTIC FAN 11000 120 Single EXHAUST FAN 1,000 120 Single LIGHTS ARE APPROX. 100 WATTS (EA.) RECEPTACLES = 180 VA ELECTRIC OVEN 10,000 240 Single ELECTRIC WATER HEATER 6,000 240 Single ELECTRIC HEATING UNIT 20,000 240 Sin le 10 OUTLETS 180 VA'S PER OUTLET = 1,800 WATTS WHICH IS 80% OF BREAKER ALLOWED. (SAMPLES ONLY) (E) (E) 3040 3040 (E) 3040 STEPS UP 3040 NORTH 1-1? 0 0 II 11 BEDROOM 3 LAUNDRY 130 SQ. FT. 62 SQ. FT. KITCHEN BEDROOM 2 118 SQ. FT. 111 SQ. FT. B © 6 0 B B BATH 1 64 SQ. FT. DINING LIVING ROOM 162 SQ. FT. 442 SQ. FT. B BEDROOM 1 161 SQ. FT. {� G.F.I. (E) 1 W.P. 2 3040 0 (") 2 �0, / �0/ ;� (E) O 1\ 1 1 FRONT PORCH 2 64 SQ. FT. ® � 2 @ 6 2 1, 62 @ 62 (N) 3040 3040 (N) 3040 L'11 (E) (N) (N) (N) 3040 3040 3040 3040 B SMOKE ALARM BATTERY OPERATED LOCATIONS STEPS UP ton IL N 102 REVISION DATE REV. A 07/15 L0 (o L0 co 00 r-_ Q 00 QO rn CO o7 N � ! I Q0 I In J 0-) i_1 O <>; z Co CV a, ry W 0 Q 0 W t1] m � UJ Lr) (fl <C z z -� LLJ m O x C) Q Q< z ry m < 77 � � LLJ Z n n Q in U O > <C n Z NJ J Q 1� W L j 0 0 O z Q CIO n O C) I r w < 7-< r, n O CO `� U 0-) ULLJ Q r- C,, n- <L W W =i t- z z _' N z O Z (D <C D_- 0 CL r- ` (n n PROJECT NO. COMMENCED APRIL09,2003 -i DRAWN BY 4 z PHiL ROBLES W REVISIONS DATE (71 LLI SCALE 1 /4" = 1 FT ROSE08.DWG 07/15/03 Aml ml REVISION DATE REV. A 02/23 O z Scale 1/8" = 1 FT. GND LEVEL _Scale 1/8 11021 = 1 FT. GND LEVEL Scale 1 /8" = 1 FT. GND LEVEL 12 3 H IIH ff.DI EXISTING OOR FINISH WOOD SIDING 0 12 5 ■ ■{■WOOD SIDING ___ :�■ ■�■I■ riml EXISTING �--- EXISTING -i� WOOD FLOOR FINISH SIEP UP •I mi m ATE'lllei ILI 12 5 STEP UP 10'-0" 041 Scale 1/16'p = 1 FT. O6 Scale 1 /8" = 1 FT. GND LEVEL GND LEVEL BAY TO BE REMOVED WALL TO MATCH WITH EXISTING 12 i — 5I I -- 04 N- - - - - - - i � EXISTING D IDING MATCH WITH EXISTING 7 WOOD SIDING .; FLOOR FINISH I 0 GND LEVEL OVERHANG ROOFING - z O 2 ( 12 51 EXISTING O WOOD SIDING EXISTING w Sol EXISTING WOOD SIDING FLOOR FINISH ® GND LEVEL O 10'-D" STEPS UP (E) DRIVEWAY _■■ ■■'■ rm h��I,IIIII�I:�i t- PROPOSED - z O 50 EXTERIOR BAY TO BE REMOVED STRUCTURAL TO MATCH WITH EXISTING EXTERIOR WALLS LC) (o Ln Co 00 I-. p 00 cU rn CO rn N F-- Ln r) � Cfl d- Lo D r- z 0 1-- (.0 o Q N rn ry W m rz V Ln U /Y1 � z W — (n Ln Co Q z J m 5E 0 0 `_ d z Cr- m o F- U W _ a_ IZ Q (n W U oQ > I oilW z 0 Q LLI NJ W 0 L 0 L 02 z x w 0 z Q 0��� 0 Q in Li Qo (Y 0- U J r) Z (n Q Q 1\ p 0 U (n F- Q d- L Z Q 1� C� n- Q W L,J F- Z z-' z0 0 m i PROJECT NO. COMMENCED APRIL09, 2003 DRAWN BY PHIL ROBLES REVISIONS DATE SCALE 1 /8" = 1 FT ROSE02.DWG 06/19/03 4:3 A® 2 SHEAR WALL SCHEDULE 2001C.B.C. S W• • SHEAR PANEL DESCRIPTION ALSHEARLE SILL @BOLT'G TOP PL. TO SILL NAILING TYPE PLF FOUNDATION BLK'G, UPPER STORIES 0 7/8' STUCCO OVER PAPER BACKED LATH W/ 16 GA STAPLES AT 6' O.C. AT TOP & BOTTOM 1823 FEB 1973) OR (ICBO REPORT PLATES, No, 1318, 180 5/8' @ 48' OC A35 @ 16' 16d @ 8' O,C, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. )K360 5/8' @ 24' OC A35 @ 16' 16d @ 4' O.C. FEB, 1973) OR (OR (ICB❑ REPORT No. 1254, FEB 1972) SEE NOTE 3 BELOW. 0 15/32' PLYWD STRUCT II OR STD SHT'G. WITH 8d COMMON NAILS @ 6' O.C. AT EDGES & 12' D.C. FIELD 260 5/8' @ 32' OC A35 @ 16' 16d @ 6' O.C. (TABLE 23 II-I-lUBC) SEE NOTES 1,2,8,9, AND 10 BELOW. W520 5/8' @ 24' OC A35 @ 8' 16d @ 3' O.C. 10 15/32' PLYWD, STRUCT II OR STD SHT'G WITH 801 COMMON NAILES @ 4' D.C. AT EDGES & 12' D.C. FIELD 380 5/8' @ 32' OC A35 @ 8' 16d @ 4' 0.C. (TABLE 23-II-I-lUBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. *760 5/8' @ 16' OC A35 F @ 6' 16d @ 2' O.C. ll 15/32' PLYWD. STRUCT II OR STD SHT'G, WITH 8d COMMON NAILS @ 3' O.C. AT EDGES & 12' D.C. FIELD 490 5/8' @ 24' OC A35 @ 8' 16d @ 3' O.C. (TABLE 23-II-I-lUBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. )K980 3/4' @ 16' OC A35 F @ 6' #12 X 3-1/2' WD. SC. @ 2' O.C. 15/32' PLYWD, STRUCT II OR STD SHTG, WITH 8d COMMON NAILS 2 2' O.C. AT EDGES & 12' O.C. FIELD 640 5/8' @ 16' OC A35 @ 8' 16d @ 2-1/2' D.C. (TABLE 23-II-I-IUBC) SEE NOTES 1,2,4,5,8,9; AND 10 BELOW, *1280 3/4' @ 16' OC LTP4 @ 6' 1/4 0 X 3-1/2' WD, SC, @ 2' I.C. 15/32' STRUCT I PLYWD., WITH 10d COMMON NAILS @ 2' D,C. AT EDCES & 12' O.C. FIELD 870 3/4' @ 16' OC A35 @ 6' #12 X 3-1/2' WD, SC. @ 2' O.C. 13 OVER 3 X STUDS (TABLE 23-II-I-lUBC) SEE NOTES 1,4,5,8,9, AND 10 BELOW. )K1740 7/8' @ 16' OC LTP4 @ 4-1/2' 1/4' 0 X 3-1/2' WD. SC. @ 1-1/2' D.C. NOTES, 1. ALL EDGES OF OLYWOOD SHEARWALLS MUST BE BLOCKED . WITH 2X SOLID BLOCKING, 2, DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL. 3. PAPER BACKED SELF -FURRING EXPANDED METAL LATH WITH ICBO APPROVAL 4, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED, (USE 3X SILL PLATE @ FOUND.) GENERAL NOTES 5, WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAILS SPACING IS LESS THAN 6' O.C. ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED. (USE 3 X SILL PLATE @ FOUND.) 6, ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALL FOOTINGS TO HAVE 5/8' X 10' A,B,'S @ 48' D.C. WITH 2' X 2' X 3/16' PLATE WASHERS U.N.O. 1, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM, TO THE LATEST EDITION OF THE U.B.C, OR LOCAL CODE. 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES, 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS, 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED. 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG, SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS A THE DOUBLE TOP PLATE. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER DR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE 5. D❑ NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRI❑R TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTING, BEAMS AND JOISTS, SIZES, LOCATIONS, ETC., AND SHALL NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 7. DOWEL NEW INTO EXISTING SLABS W/ #4 REBAR @ 24' O.C. AND FOOTINGS W/ DOWELS TO MATCH NEW REINF. SIZE/ LOCATION, ENGINEERING NOTES 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY SUPPORTS ETC., IS THE SOLE RESPON- SIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER, THE CONTRACTOR IS RESPON- SIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INSPECTION/OBSERVATION OF THE ABOVE ITEMS. 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A S❑ILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE C❑MPACTION PER U.B.C. REFER TO SOIL REPORT BY; JOB NUMBER, DATED; STRUCTURAL SYMBOLS INDICATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC, NOTE; FOR SILL BOLTING AT EXISTING FOOTINGS, USE 'RED HEADS' ICBO #1372 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4' EMBED). o INDICATES POST (BELOW BEAM) MIN, POST SIZE/TYPE AS FOLLOWS U.N.O.: BEAM SIZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS @ 12' O.C. 6 X 12 & SMALLER 3-2X4 W/16d NAILS @ 12' O.C. 4 X 16 & LARGER 4X4 ® 6 X 14 & LARGER 4X6 SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION. FOUNDATION NOTES GENER�,'- 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B.C. (90%) RELATIVE COMPACTION MINIMUM. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR - PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT. 19-1:10 1:4. mayid oil Lol I g! 7. ALL INTERIOR NON -BEARING FTGS TO HAVE 3/16' 0 SHOT PINS AT 32' D.C., I.E., HILTI SHOT PINS (ICBO REPORT # 2388). 8, USE C-DX, C-C, OSB, OR STD SHTG IN LIEU OF STRUC, It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR, OTHER SPECIES MAY REQUIRE CHANGES, 9, USE 2 X 2 X 3/16 PLATE WASHERS AT ALL SHEAR WALLS, 10, AT EXISTING FOOTINGS USE RED HEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING SIZE & SPACING 7-1/2' EMB. PER (ICBO #1372) 3. SLAB ON GRADE, 4 INCH. CONCRETE SLAB WITH 6X6-10/I0W.W.M. @ CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. ' VISQUEEN OVER COMPACTED SOILS U.N.O. 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITH❑UT PROPER PERMIT. 5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS, 5/8' DIAMETER ANCHOR BOLTS WITH 7' MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C. NOR FURTHER THAN 12' FROM CORNERS (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS. 6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC, 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. B. PROVIDE 3/4' CAMBERS AT ALL EXPOSED CORNERS, 9. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS. 10, LOCA ` %ON OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 1. UNLESS ❑THERWISE NOTED ON PLANS, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33, USE 3000 P.S.I. CONC. @ GRADE BEAMS. CEMENT SHALL CONFORM TO A.S.T.M. C7150 (STANDARD BRAND PORTLAND CEMENT) TYPE II (USE TYPE V CEMENT IF NOTED IN SOILS REPORT) 2. CONCRETE SHALL BE MACHINE -MIXED USING A MAXIMUM OF '7' GALLONS OF WATER PER SACK OF CEMENT, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 MIXED AT A RATE OF 5 SACKS OF CEMENT PER CUBIC YARD. MAXIMUM SLUMP SHALL BE 5 INCH AS MEASURED BY THE ASTM 'STANDARD METHOD OF TESTING FOR SLUMP OF PORTLAND CEMENT CONCRETE. 3. DRY PACK SHALL CONSIST OF 1 PART CEMENT, 4 PARTS SAND. BASED'ON DRY LOOSE VOLUMES AND NOT LESS THAN 1/4 PART, NOR MORE THAN 1/2 PART, LINE PUTTY OR DRY HYDRATED LIME. DRY PACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. REINFORCING STEEL 1. REINFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER A.S.T.M. A615. 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS, 3. BARS NOTED AS 'CONT' TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE. 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 5. SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHERWISE NOTED, 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED, 7, ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF ' CONCRETE OR GROUTING OF MASONRY, 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE; BELOW GRADE (UNFORMED) 3' CLEAR BELOW GRADE (FORMED) 2' CLEAR WALLS 1' CLEAR COLUMNS 15' CLEAR BEAMS AND GIRDERS 1.5' CLEAR STRUCTURAL SLAB (ABOVE GRADE) 3/4' CLEAR 9, NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY L , CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90 MED. WT. GRADE N UNITS, WITH MIN. COMP, STRENGTH OF 2000 PSI. SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT. DETAILS. 2. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, WITH MINIMUM COMPRESSIVE STRENGTH OF 2000, PSI AT 28 DAYS. MIX, I PART PORTLAND CEMENT, 1/2 PART LIME PUTTY, BY VOLUME 4 PARTS SAND, 3. GROUT. SHALL CONFORM TO ASTM C-476, WITH MINIMUM COMPRESIVE STRENGTH OF 2000. PSI AT 28 DAYS. MIX; 1 PART PORTLAND CEMENT. 3 PARTS SAND BY VOLUME 2 PARTS PEA GRAVEL WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS. 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED CORE OF 3' X 3°, DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE REINFORCING. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT, 6. CONCRETE SURFACES SHALL BE CLEANED OR ALL LAITANCE PRIOR TO SETTING OF BLOCKS. 1. A GRADING PERMIT SHALL BE ❑BTAINED PRIOR TO ANY GRADING. 2. ALL FILL ONE FOOT & GREATER SHALL Bi- CERTIFIED AND TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3. ALL FILL SHALL BE COMPACTED IN ACCOkC)..iiNCE WITH ASTM D-1557, TO MAXIMUM OF 90% DENSITY. 4. ALL UTILITY TRENCH BACKFILLS SHALL B4 IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. DRAINAGE NOTES 1, MINIMUM GRADIENTS ARE AS FOLLOWS, Er, VI H= 1% PAVING= .5% 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS, 2% MIN. TO 21% MAX SWALES TO BE 3 FEET MIN. AWAY FROM S , RUCTURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR STRUCTURAL STEEL FOR BRIDGE> OR BUILDINGS A.S.T.M, A36. 2. FABRICATION SHALL COMPLY WITH LATEST A.I.S.C. SPECS, 3. ALL BOLTS FOR STEEL MEMBERS CONFORM TO A.S.T.M. A-307 UNLESS OTHERWISE NOTED. 4. HIGH TENSILE BOLTS WHERE INDIC;� o ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND RE SHALL BE NO PAINT, ❑IL, LAQUER, OR GALVANIZING BETWEEN ":INTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO P, . ,, A-325 OR A-490. 5. HIGH STRENGTH BOLTS SHALL HAVE I_!, NDICATOR WASHERS TO SERVE AS A DIRECT TENSION INDICATOR INSTAL..: FOR HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY A DEI'� . .:PECTOR, 6. PIPE COLUMNS SHALL CONFORM TO A.S.T,�`33 GRADE B, 7. STEEL TUBE SHAPED MEMBERS SHALL J A,S.T.M. A-501 OR OR A-500 GRADE B. 8. WHERE FINISH IS ATTACHED TO STRu FOR 1/2' WELDED STUDS AT 4 FEET U.:- NAILERS. SEE ARCHITECTURAL DRAWINGS s: 9. OPEN WEB JOISTS SHALL COMPLY WITH THE JOIST INSTITUTE'. 1O.STEEL STUDS, JOIST, TRACKS & BRIDGING, 12, 14 & 16 GA. A.S.T.M, A-570 GRADE_ 18 & 20 GA. A.S.T.M. A-570 GRADE icSI 11. SPECIAL INSPECTION OF HIGH -STRENGTH A325 AND A490 BOLTS SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS AND REQUIREMENT OF SECTION 1701, STRUCT, STEEL WELDING 1, WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED BY THE LOCAL AUTHORITY. 3. ALL FIELD WELDS SHALL HAVE C❑NTINUOUS INSPECTION PER UBC (1701) UNLESS OTHERWISE NOTED, 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL, - Cl► F.N. E.N. 2X JOIST PLYWOOD SHEATHNG iwnnn (SEE FRAM'(-,. NOTES) N Al LI N G: (EXCEPT WHERE NOTED OTHERWISE) ROOFFLOOR no milklflm���N� 8d @ 6" O.C. 10d @ 6" O.C. t :• C► • O.C.•• • • • F.N. = FIELD NAILING ! 1 NOTES: 1. NAh-S SHALL BE GALV. COMMON, PLACED NOT LESS THAN 3/8" FROM PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 2. N1C= UNBLOCKED PIECE LESS THAN 12" SHALL BE USED. A 6, WELDED, FULLY RESTRAINED CONNECTION BETWEEN MEMBERS OF ORDINARY MOMENT FRAMES OR SPECIAL MOMENT -RESISTING FRAMES SHALL HAVE SPECIAL CONTINUOUS INSPECTION AND CONNECTION TESTED BY NONDESTRUCTIVE METHODS PER SECTION 1703. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION. FRAMING -GENERAL USE SIMPSON U-HANGERS ON ALL J❑IST/BEAM/BEAM CONNECTIONS 1, UNLESS NOTED ON PLANS, 2. ALL POSTS SHALL HAVE SIMPSON 'PC' CONNECTORS AT TOP AND SIMPSON 'BC' OR 'BCD' CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., 3. SHALL BE SIMPSON 'STRONG TIE' UNLESS OTHERWISE NOTED OR SHOIY`, ON PLANS, 1. SIZE, SP i'-ING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS FRAMa ,s - WALL (UNL. �S OTHERWISE NOTED ON PLANS); 2X4 6' ❑C (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 16' OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X; i� 16' ❑C (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X6 @ 16' ❑C (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2, RAKE WP, '_ S ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. :,:iUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF Ok CEILING DIAPHRAGM. 3. SHEAR _`,'._._ PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF Fig; �.I IING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPR?,TE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. _BORING =',:ND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320.11,10) "NOTCHINC-1 MAXIMUM= 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS NOTE, A 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE -.. L BE PROVIDED. 5. DOUBLE c~ X TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES AND SHALT, OVERLAP AT CORNERS. �6. WALL BRAS 'AG SHALL BE PROVIDED PER UBC (2320.11.3) PROVIDE x: 6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY J ) 25' IN i STUD WALL NOT SHEATHED, BRACES TO RUN CONTINUOUS FROM T i:' r LATE TO SILL PLATE. FRAMING r; ,;.5% 1. FLOOR SHEATHING (MIN) 5/8' STRUCTURAL I T & G PLYWOOD PANEL INDEX NO. 32/16 WITH EXTERIOR GLUE. USE 10d COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 10' D.0 . FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN, ALL EDGES BLOCKED AT DECKS. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS; TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER (UBC 2320.12.5X FRAMING - ROOF 1. ROOF SHEATHING (MIN) 1/2' STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8d COMMON NAILS AT 6' OC AT ALL EDGES, BOUNDARIES, AND 12' OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 2. FRAMING AROUND OPENINGS, TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FRAMING - CEILING (PER TABLE 23-IV-J-3) 1. CEILING JOISTS SHALL BE 2X6 @ 16' ❑.C, (MAX SPAN= 17'-8') 2, CEILING JOISTS SHALL BE 2X8 @ 16' O.C. (MAX SPAN= 23'-4') WWI CONNECTION: 1. JOISTS TO SILL OR GURDER, TOE NAIL 3 - 8d 2. BRIDGING TO JOISTS, TOE NAIL EA. END 2 - 8d 3. 1 X6 SUBFLR. OR LESS TO EA. JST., FACE NAIL 2 - 8d 4. WIDER THAN 1X6 SUBFLR. TO EA. JST., FACE NAIL 3 - 8d 5. 2" SUBFLR. TO JST. OR GURDER, BUND & FACE NAIL 2 - 16d 6. SILL PLATE TO JST. OR BLK'G., FACE NAIL 16d ® 16" O.C. 7. TOP PLATE TO STUD, END NAIL 2 - 16 d 8. RAFT. BLK'G TO TOP PLATE, FACE OR TOE NAIL 16d 0 8" O.C. 9. STUD TO SILL PLATE, TOE NAIL 4 - 8d 10. DOUBLE STUDS, FACE NAIL 16d CAD 24" O.C. 11. DOUBLE TOP PLATES, FACE NAIL 16d ® 16" O.C. 12. TOP PLATES LAPS & INTERSECTIONS, FACE NAIL 2 - 16d 13. CONTINUOUS HEADER, TWO PIECES 16d @ 16" O.C. ALONG EA. SIDE 14. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d 15. CONTINUOUS HEADER TO STUD, TOE NAIL 4 - 8d 16. CEILING JOISTS, LAPS 0/ PARTITIONS, FACE NAIL 3 - 16d 17. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d 18. RAFTER TO TOP PLATE, TOE NAIL 3 - 8d 19. 1" BRACE TO EA. STUD & PLATE, FACE NAIL 2 - 8d 20. 1 X8 SHT'G. OR LESS TO EA. BEARING WALL FACE NAIL 2 - 8d 21. WIDER THAN 1X8 SHT'G. TO EA. BEARING WALL FACE NAIL 3 - 8d 22. BUILT-UP CORNER STUDS 16d ® 24" O.C. 23. BUILT-UP GRADERS & BEAMS 20d 0 32" O.C. 0 TOP & BOT. & STAGG. 2 - 20d 0 END & @ EA. SPLICE NAILING 2" PLANKS 2 - 16d ® EA. BRG. PARTICLE BD. - WALL SHTG. (TO FRMG.) 8d PLYWOOD - SUBFLR. SHTG. (TO FRMG.): /RF. & LESSL 8d 5/8" _ 3/4" 88dd COMMON OR 6d 1 1 1 /8" 1 1/4" 10d OR 8d COMBINATION / UNDERLAYMENT (TO FdRMG.): 3/4 &SLESSR. 1 ff ff 1 1 /8" 1 1/4- 180d OR 8d FIBERBD. SHTG.: 1/2- NO. 11 GA. 6d, NO. 16 GA. 25/32" NO. 11 GA. 6d, NO. 18 GA. FRAMING - JOISTS/RAFTERS 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS+ (UBC 2320.12.4) BORING- MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED IN THE CENTER THIRD OF THE JOIST SPAN. COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2' DIA. MACHINE BOLTS W/ WASHERS AT 24' OC STAGGERED. BOLTS SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES WITH 3-16d NAILS OR USE SIMPSON ST 2115 @ 48 INCHES D.C. 4. CROSS BRIDGING OR 2X BLDG. SHALL BE PROVIDED @ 8'-0' O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH. 5, 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. FRAMING -BOLTING 1, ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE SEE SCHEDULE. 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- WOOD, PLASTER, ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32' TO 1/16' LARGER THAN NOMINAL BOLT DIAMETER. LUMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMAN'S ASSOCIATION.) REPETITIVE USE MEMBERS STUDS & PLATES NO, 2 JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE NO. 2 2X6 TO 3X16 INCLUSIVE NO. 2 SINGLE USE MEMBERS BEAMS 4X NO. 2 6X OR LARGER NO. 1 POSTS & MULLIONS 4X4 & SMALLER NO, 2 4X6 & LARGER NO, 2 6X6 & LARGER NO. 1 BLOCKING, FURRING, ETC. NO. 3 DECKING & SHEATHING 2X, 3X, 4X COMM'L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG, FIR. 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8 Cam) DF/DF (Fb=2400 PSI, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERI❑R GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT, PRIOR TO ERECTION. (00 USE V8 FOR CANT. BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN.ACC❑RDANCE WITH P.S. 1-95. 5. 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A t4-) Lo n Qo X 0 m DATE 02/23 00 (.0 Q0 r__1 00 0) 0) Q0 CO N I I I L0 r-- -t p1r) (D L() po (Y) r_1 I I 1 -4- -t NJ- T1_ '�- T-- I - r- r1_ Qc) 0 r- N ry ()) ry Ld M M - LLJ :2 < -5; 5 ry 0 :D zLi < Z m , I 5 z - D < ry < < z ::E _j < ::) LLB LLJ (Y I --- I 0 Z _j (D < Lij 0 < (n C) > n 0 z < I 0 V) (j I n r-- 0 N-) I <_ 0 ;7 fit ry N m Qo T_ C) �7 LLJ o I < 0 r-) �7 < - < (-) I (y) r.V) O-) U5 LIJ ry _'� ry C�5 . I-_ (f) < z < I --I - I r__ or_, 0- . � < LLJ LAJ � I I f'o N 0 I-- z � < zz_j 0 = 0 n I I (f) n PROJECT NO. \ 1, COMMENCED APRIL09,2003 DRAWN BY 11 .. PHIL ROBLES REVISIONS DATE I SCALE 1/8" = 1 FT ROSE09.DWG 07/15/03 021 G=2 /I - I - 1___1__1__.1_______ ___ ------'- I . REVISION DATE REV. A 07/15/03 Ln Ln 00 (D (0 r_ 00 m 0-) Q0 CO N Ld ::E (.0 Lf) NEW EXISTING 71 1 1 12 0 co 1— 0 OF HIP ST5 YLE Z < n" 0 111 (E) RIDGE o TO MATCH EXISTING I'l ry M to w E7777771 (E) 2X4S R.R. 02 V) Ln m Ln Uj ('0 :E ROOF HIP STYLE __j 71 - D ATTIC AREA M X < ry < z TO MATCH EXISTING 0 0 < I (N) 2X'S R.R. m < Li cil-I @ 16' O.C. (E) 2X4'S PURLINS @ z 1-- 0 0LU 6 0 O.C. <UR P0 < INS @ n Q_ c/) 0 > n (E) 2X4'S UR '— 0 0. C. (N) 1/21 PLY SHT'G. 604 15 LB PAPER W/ g--- z S_ ASPHALT COMPOSITION (E) WS (E) STRUCTURE O.C.- REMOVE! 16' ORIMML ExmTm ROOFIM (E) BLOWN INSULATION ROOFM DBL. TOP PLATE MATERIAL 16' D.C. CRIPPLE WALL Ln (N) EXS C.J. BOTH SIDES SEE S.W. 2X STUDS 2X G. /--'A35' @ 16' D.C. SCHED. 16' 0. /BLK. E.N /(N�XS C.J./' C./J. (b\ 2X6 @ J& D.C. E.N. HNGR. FRONT E.N. DBL. TOP PLATE (N) R-30 INSULATION --/ 03 00 P�RCH > 03 (E) BLOWN INSULATION EQUAL TO R-30 CEILING INSULATION 0 1X6 EXTERIOR WOOD SIDING—� TO MATCH EXISTING LIVING ROOM BEDROOM #3 LAUNDRY \-1/2' GYP, BRD. FULL HIGH (N) LIVING ROOM (E) LIVING ROOM DINING AREA OD OD FLOOR FINISH U-HANGAR 2X6 LEDGER WITH 3/8- V X3- LAG BOLTS @ 24- O./C. >V I HEADER 5/810 X12"ANCHOR BOLTS O./C, 4'-0# STEPS UP (N) R-13 INSULATION W/PLATE WASHERS MIN, 2,vX2AX3/16A' GND LEV L L l6cl 4' _A: WITHIN 12' OF CORNERS & SPLICES, EMBEDDED 7# MIN, INTO CONCRETE 2 AN H R /C' 4' _0# BOLTS Xl C 0 PL ATE WASHERS MIN. 2 2"X3 16" THIN 12� OF CORNER & SPLICES, EMBEDDED MI N . INTO CONCRETE FLOOR SHTG EDGE NAILED E.N. FLOOR JOIST /�wA: 3*5' @ 16 '/C. (NEWOO �t /JOIST) (EXISTING FLOOR JOIST) (N) R-19 INSULATION NAT. GR. LL, --- GROUND LEVEL #4 RE CONTINUOUS TOP AND BOTTOM 7 r CLEARENCE MIN. 774 12' 1-STORY SOUTH/EAST SIDE CUTTER SECTION A TYPE LOCATION COMMENTS R-30 CEILING YES APPLICABLE R-13 EXTERIOR WALLS YES APPLICABLE R-19 WOODEN FLOORS YES APPLICABLE /4 -U 6,_099 45 —6 51 '-6" W CA NEW EXISTING NOT TO SCALE NOT TO SCALE FOUNDATION WALL FLOOR SYSTEM CONNECTIONS 0wo CUT SECTION EAST ELEVATION 01 I cc U) NEW "EXISTING SIMPSON STRONG -TIE CATALOG C-2000 1 X 4 SLATS BRDS, 0 �7 PAGE 40 & 42 LUP26 HANGER SPACED 4"' D.C. < (j I I CODES:• BOCA, ICBO SBCCI NER-393.(LU,LUP) OR EQUAL EK 0 CL 0 ICBO 5117 (U, HU): CITY OF LA, RR 24947 RR 24818. (LUP, U,HU, W-18 gouge); CONT. NAILER W/16d'S Q Dade Co., 98-1021.01 (LU,LUP,U,HU) 2X R.R."S C5 =1 F) 2X6"S D,F. #2 21,_01" D.C' 2X6'S D,F. #2 o< m CEILING JOISTS TOE NAIL CEILING JOISTS 0 n-F--: < 16 0, C. 16-cl NAILS 16 0, C. 16 d -s 8' 0, C. w cf) Z' ry 48 0 STAGGERED "A35// 32' D.C. . < r-- ry n ��: l < Lli - I- .' j E. N. _j 0 o + + +1 § = < = 0 In cf) n PROJECT NO. 0 I + +1 DBL, TOP PLATE E.N. "_� COMMENCED APRIL09,2003 1/2' GYP. DRYWALL 2XBLKS 0 0 A 12' MIN, LA DRAWN BY < PHIL ROBLES o 112" GYP, BRD. z REVISIONS DATE U) BOTH SIDES 112 GYP, BRD, FULL HIGH (N) LIVING ROOM (E) LIVING ROOM SCALE 1/4" 1 FT ADDITION NOTE: PROVIDE BLKG @ EDGES OF PLYWD. DIAPH. ROSE06DWG W/16d @ 8" O.C. STAG. 07/15/03 NOT TO SCALE NOT TO SCALE FLOOR JOIST HANGAR 05 4 EILING JOISTS NEW TO EXISTING 0;5 EXISTING EVE DETAIL".. 02 smi 16ol @ 16' O.C. CONT/ 2X4 W/16d @6' O.C. TYP, 2x6' CONT.--� 3/8" Decorative ply panels 1/2" Shear walling sheets — R-13 INSULATION FOR EXTERIOR WA LS R-19 FLOOR INSULATION 3/4" PLY, T & G F OOR SHEATHING 2X STUD WALL W/ SHEATHING 2X FL OR JOISTS PER PLAN 2X6 SILL PLATE OR 2x4 P,T, WITH 5/8 x 10" LG, --� L F,J, 12" W/ 3-16d A -BOLTS @ 48" D.C. TY I • 1 1 • X BLOCKING @ POST 2X6 #2 F,J, @ 16" D.C. FLOOR SHEATHING 5/8" FLOOR 4� SIMPSON PC (POST CAP) JOISTS PER PLAN A35 @ 32" D.C. z 0 1X4 BRACING FOR POSTS — � � OVER 36" IN HEIGHT 2X P,T,D,F, SILL PLATE CO o NAT, GRADE P,T, WOOD POST T. T & B R-19 FOR FLOOR INSULATION � — Z2X P,T, BLOCK H d a 10" SQ, PRECAST 5/8" DIA, X 10" ANCHOR .IIII =1111 CONC, PIER -TII BOLT, SPACING @ 4'-0" ❑,C, -IIII III) r 1!2r �III�I- _ WITHIN 12 INCHES OF CORNERS AND SPLICES, EMBEDDED 7" MIN, WITH PLATE WASHERS MIN, F----CO BETE FOOTING 2"X2"X3/16 THICK r PER LAN (, 1 MIN, SQUARE (, Showing Compliance With CBC Section (1921,2,4,1) f'c shall not be less than 2,500 psi 12 I'N'T. Cu"NT. FOOTING BIRDER HANGER- GS466 GIRDER PER PLAN PLAN SIMPSON ST12 STRAP GIRDER PER PLAN iIRDER HANGER- GS466 ® CONCRETE FOUNDATION WALL CUTTER SECTION VIEW= CONCRETE NOTE: Showing Compliance With CBC Section (1921.2.4.1) f'c shall not be less than 2,500 psi NOT TO SCALE • _• GH GIRDER HANGERS A GIRDER - TO - FOUNDATION WALL CONNECTION MATERIAL: 12 GAUGE. FINISH: SIMPSON GRAY PAIN INSTALLATION: USE ALL SPECIFIED FASTENERS, SEE GENERA NOTES. INSERT FOUR 16d COMMONS INTO GIRDER. H DIMENSION ASSUMES 2X SILL, WHEN USING A LARGER SILL SUCH AS 3X SPECIFY H = GIRDER HEIGHT - MUDSILL THICKNESS. 1 1/2' CLEARANCE HOLE ACCOMMODATES REBAR OR ANCHOR. THIS IS NOT REQUIRED OPTIONS: FOR SKEWED AND SADDLE HANGERS, SEE HANGER OPTIONS ON PAGE 150. CONTACT SIMPSON FOR OTHER SIZES AVAILABLE. CODES, BOCA, ICBO, SBCCINER-443. CITY OF L.A. RR 25149 NOT TO SCALE NOT TO SCALE i �.1 10 GIR./POST/F1G""'. COMN. L AIR VENTS 6"X12" 1 /4" WIRE MESH GALV. -*<=0>.-1 1/2" 6'-0" MIN. 1 '-0" FT. O.C. MAX S H tib 00 MODEL NO. GIRDE DIMENSIONS AVG Utf ALLOWABLE LOADS -- W L H S FLOOR (100) ROOF (125) H46-6 4X6 3 9/16 6 4 6 1/16 12167 2000 2000 H46-8 4X6 3 9/16 6 4 8 1/16 12167 2000 2000 1148-6 4X8 3 9/16 6 6 6 1/16 12167 2000 2000 1148-8 4X8 3 9/16 6 6 8 1/16 12167 2000 2000 H66-6 6X6 5 1/2 8 1 4 16 1/16 19167 4000 4000 H66-8 6X6 5 1/2 8 4 8 1/16 19167 4000 4000 H68-6 6X8 5 1/2 8 6 6 1/16 19167 4000 4000 H68-8 6X8 5 1/2 8 6 8 1/16 19167 4000 4000 11 '1 11 1 WE "A I ........ [ Lin, , KA � fl O �31 fl W /4"� TYPICAL GH 1. LOADS MAY NOT BE INCREASED FOR SHORT TERM LOADING. 2. A MUDSILL ON TOP OF GH IS REQUIRED TO ACHIEVE THE TABLE LOADS. 1' N G FTG. FTG. # 4 REBAR NOT TO SCALE NOT TO SCALE 2X6 SILL m 2X6 LEGER JOIST 3/4" PLY. Underfloor ventilation opening size and location equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation along the length of at least two opposite sides. Openings shall have 1 /4 inch corrosion resistant metal mesh covering. (2306.7) 1:1000H9,11. We OUR m 24 G.I. SCREEN 1 /4" MESH (2506.5) Fw 5/8" PLY 4'-0" 10" 10" 2X6 F.J. LANDING CY) v �XPDXYED v NAT. GRADE A Illl D IIII=^I11f=ire{=fi��=ii1�= IIi1= 0 04 R-19 INSULATION 1/2 GYP. BIRD. - 2X6 FLR JST ® 16" O.C. FIN. FLR. 3/4" PLY. T & G \ R-19 INSULATION --� w CUTTER SECTION: 5'-OIt LANDING v Q v � a 4 Q 4 b �. v 4 d v STEPS" v I I I IQ I 11=1 11141 { 1=1 11=f I I H I I 1=1 I I{=I I I I=1 111= I I 11=1 I I I NOT TO SCALE FRONT SECTIONt "12�MIN. CONCRETE NOTE: Showing Compliance With CBC Section (1921.2.4.1) f'c shall not be less than 2,500 psi NOT TO SCALE Os UP STEPS 00 NAT. GRADE # 4 REBAR CON'T 00 (V CD X s� REVISION DATE REV. A 06/19 REV. B 07/15 N M IM D X Ln � 00 Cfl CD r- 00 M Ln I�- d- r J r r7 co M LO r z I I I o F_ Q c� Q :E J mO � _I LO CO x o m o C. N 0 Qry <C Q z UJ m � z Q _j m :2 z J U O Uj Z � c� n a- (n U n EXTERIOR CONC. STEPS 01 y EXTERIOR PLYWOODSIDING FM 3/8" Exterior Plywood siding panels with decorative horizonal grove lines over shear walling (TO MATCH WITH EXISTING) Q — 1/2" Shear walling panel with decorative horizonal grove Fines R-13 INSULATION FOR EXTERIOR WALLS 2XBLK W/3d NAILS PER BLK 2X6BLK 2X6 P.T.D.F. METAL BASE SCREED STUCCO 0 FOUNDATION PLATE LINE FOUNDATION PLAT& LINE 0 4 INCHES ABOVE THE EARTH N6 2 INCHES ABOVE PAVED AREAS g—IliI--IIII—.IIII=IIII � Ifll, # 4 REBAR CON ' T ALL CONTINUOUS EXTERIOR FOOTING TO HAVE Q 5/8' X 12' A.B.'S @ 48' O.C. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN an APPROVED PLATE WASHER UNDER EACH NUT, AND THE NUTS SHALL BE TIGHTENED JUST PRIOR 0 TO COVERING THE WALL FAMING, PLATE WASHER A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 INCH THICK SHALL BE USED ON EACH BOLT.(1806.6.1) < HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.) EXTERIOR FOOTING 02 � (N) R-30 INSULATION (NEW) (EXISTING) (E) BLOW INSULATION Z CEILING AFTERS CEILING RAFTERS (N) 2X8'S @ 16 it O.C. (E) 2X6'S @ 16" O.C. v%_-o I N - \' j 2X8 LEDGER 5/8" LAG BOLTS 10" LONG WI 5/8" WASHER 2'-0" O.C. STAGGARED (NEW EXTENDED LIVING ROOM) R-19 INSULATION 3/4" PLY T&G MATCH W/ EXISTING --� FLOOR JOISTS 2x6's 16" O.C. .............................................. . 0 z VN' (E) 1/2" GYP. BRD ` I 0 n O � Q z W N z Q z Q (EXISTING LIVING ROOM) co o 0 <>; U a� I� to Oft- <L d- � <C I� n 3: a W EXISTING BALLOON FRAME Q w -' I- z O ZJ --I- <zC 0 n v) n PROJECT NO. 4 EXISTING FLOOR LEVEL N,i COMMENCED APRIL09,2003 DRAWN BY Z Li PHIL ROBLES REVISIONS DATE I of*a (E) EXTERIOR FOOTING `! w REV. B 07/15/03 5/8" LAG BOLTS 10" LONG WITH © GROUND LEVEL 5/8" WASHER 2'-0" O.C. Q ' SCALE 1 /4' = 1 FT STAGGARED TO BE ATTACHED TO EXISTING HOUSE ROSE04,DWG 07/15/03 II ll' IEEI,!, REVISION DATE NEW EXISTING SIMPSON STRONG —TIE REV. A 06/19/03 (E X I S T I N (]'/"I (N E W) CATALOG C-2000 EQ, EQ, PAGE 40 & 42 LUP26 HANGER SIMPSON ST6224 STRAP TIE", DOUBLE TOP CODES: BOCA, ICBO SBCCI NER-393.(LU,LUP) OR EQUAL GLU-LAM ICBO 5117 (U, HU): CITY OF LA, RR 24947 2 X'S D. F, # 2 2X4*S D,F, #2 STRAP PLATE 2X6 CEILING JOISTS @ 16" O.C. CEILING JOISTS TOE NAIL CEILING JOISTS PER PLAN-- RR 24818. (CLIP, U,HU, LU-18 gauge); 16-cl NAILS ROOF SHEATH'O Dade Co., 98-1021.01 (LU,LUP,U,HU) 16 0, C, 16 0. C, STAGGERED 0 0 0 0 0 0 01- R-30 INSULATIO top 7 T 9 0 0 0 0 0 a 0 BOUNDARY NAIL USE 16d 5 MIN. 8d @ 6" O.C. U-) 00 + + (D r__1 0 0 0 0 SIMPSO 00 0-) 0-) + +1 ASPHALT SHINGLES 30LB FELT 0 (D (D CN (TYP) FRIEZE BLK A35S LLJ ASTH SPEC. D3018 TYPE 1D3161 r�D. F., ................. T 2-2X TOP/ 32 C. TYP. PLATE DOUBLE 1/2- PLY. CDX SHTG. W/8d NAILS0 \—'EPC' POST CAP _j IC- 0 z EN -'-a'' 2XBLKS TRIMMER STUD'S 16' 0, C. @ 6" & 12" O.C. 1/2' GYP, DRYWALL 12' .. .... 2X4 DBL. PLATES 0 CID MIN, LA�/ EAVE FLASHING 1/2" DRYWALL 0 0 COL, PER PLAN 0 r1_ ry 0 < N z CD M 112" GYP, BRD, 2X FACIA BOARD 2X6 RAFTERS @ 16" O.C. 0 CD bj BOTH SIDES R-11 INSULATION 0 < roM 112A' GYP, BRD, EXTERIOR STUCCO o v In D X4 @ 16" O.C. 0 In < M BOTH SIDES (EXISTING) (NEW) (SEE SHT 7 DETAIL 4) LJ M X < z :D 0 0 or- M < O:f NOT TO SCALE NOT TO SCALE NOT TO SCALE I- I Lli NOT TO SCALE NOT TO SCALE NOT TO SCALE 1 0 LLj 0 < CEILING JOISTS NEW TO EXISTING 16 STRAP A 12 t" 'i"T R A P TI E 08 T`YPICAL E VE ruw""ETAILS 05 CEIL'G/FLOOR JOIST HANGAR 01 n n cri o > 6- 2 48' SPLICED 12-1601 NAILS TYP. 2X RAFTERS 2X6/S D.F. #2 TOE NAIL 2X6/S D.F. #2 DOUBLE TOP STAGGERED CEILING JOISTS 16-d NAILS CEILING JOISTS B.N. PLATE @ 161, O,C, @ 16 0. C, 2X'S ROOF RAFTERS SIMPSON ST6224 @ 48" O.C. ROOF TYP. @ 16" O.C. 7 + + + 3 + + + E.N. 5 2XBLK'S DOUBLE 12- Is 112' GYP, DRYWALL TRIMMER TUDS 16 0, C, MIN. LAP z 112" GYP, BRD, 1. DOUBLE HEADER. SIMPSON A-35 2. TOENAIL -L/V— BOTH SIDES RIDGE BD. @ 48 0. C. 3. 8* O.C. STAGGERED. Simpson Strong -Tie 4. SOLE PLATE. H1 5. SILL SHOWN CUT AWAY TO SHOW NAILING. 2X4'S TOP PLATE 6. KING STUD. 7. TRIMMER. ii 8. CRIPPLE STUD. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 0 .ROOF RAFTERS TIE INS 3 AFTER 06INTERIOR WALL TO CEILING JOISTS 171Rzt_3`/TOP` PLATE TIES 09 WINDOW FRAMamII"N1G SPLICED TOP PLATE 02 wJ , LAP 16d 16" O,C, MAX. 2-16d 1 8-16ol4NAILSMINPER SPLICE Cr-S EXISTING FTG. NEW FTG, 48" UPPER SPLI W U) to CL ---------------------------- ------ I I I I SPLICE OVER STIJD� L LL_ 11411 11 1 1 1 1 1 1 11 010 0 c o HEADER- SEE FRAMING PLAN DOWEL X 16- LONG F_----------------------------- 2- 16d END NAILS HEADER- 16- LONG Ii 2X STUD & TRIMMER., an MIN, @ JAMBS L 12- 16d NAILS ad 4 12 2X STUDS @ 16" D.C. EMBEDMENT 16" 16* 5/8' DIA, X 10' LG, ANCHOR INSULATION BOLTS @_ 4'-0'# O,C, MAX, EXTERIOR WALLS z KING STUD TRIMMER - NOTES' 2"( P,T,D,F, SILL, U,N,0 (DBL. UNDER OPENINGS GREATER THAN 6/_0/1) 1. SPECIAL INSPECTION PER CBC SECTION 1701 IS REQUIRED OFR THE FOLLOOVANG ITEMS. Li x NOT TO SCALE 4- 112A' MIN, & 9` MAX. Uj FROM SILL END 0 EXIST: FND TO NEW FND. CONN. CHORD DETAILS 18 14 10 TY . W O L STUD W A L 03 < 61 r_� n ROOF DIAPH. V) 0-0r- 1/2' PLYWD, CDX WITH (12) 16d'S STAGGERED AT EACH < Li N 10d @ 6" DCSIDE OF TOP PLATE SPLICE ry 0) .. �5 n 17 R,F, SHT`G ROOF DIAPH, z < 7- - 0-) 10d @ 12' 0. C. Lj 0 cn `z< r-, 0 E.N. v V11 1101- AIWI A891 ' IN, I AP SIMPSON ST6224 E.N. 1 1/2' MIN. - �-2X 10 BLKG, (2) 16d'S 0 16" O.C., TV. STRAP @ 48' D.C. @ 48' D.C. RF, SHTG 2 X R/R @ CALIF. cx10 RAFTERS E,N, FRAMING @ 16' O,C, E.N. A35 @ 32' D.C. U, N. 0. WALL FINISH 2-2 X SLOP'G PLATE _4L PER PLAN =a - TYPE LOCATIONS COMMENTS R-30 INSULATION CEILING YES APPLICABLE R-13 INSULATION EXTERIOR WALLS YES APPLICABLE R-19 INSULATION WOODEN FLOORS NOT APPLICABLE (FOR CONCRETE SLAB) uoLr- < < cr_ Li I _j c\j 0 < b n v) cL PROJECT NO. COMMENCED APRIL09,2003 DRAWN BY Dull Dncl cc 2X 4 1216' 0. C, .(3) 16d'S STAGGERED AT EACH 2 X STUDS 0 16* O.C. OR REVISIONS DATE 2 X RIDGE BM, W/ E. N. SIDE OF SPLICE WINDOW MULLIONS A34 2-16 cl TOE NAILS li.,--(__'��'A3517' @ 16' D.C. TYP, EA. BASE & EA, SIDE E.N. 2-2 X PLATE \ NOTE: SPLICE PLATES ARE OVER STUD OR MULLION. CLO. SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS SCALE 1/4" WALL FINISH = 1 FT INDICATED ABOVE. PER PLA 2 X STUDS tg- 16' D.C. NOT TO SCALE ROSE05.DWG 06/19/03 NOT TO SCALE NOT TO SCALE TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPLICE IS INDICATED. 11 A =2 INSULN19 CALIF. FRAG VIEW 15 SHEAR WALLTO ROOF TYPICAL NAILED SPLICED 07ATI00'1 SCHEDULE 04 III 1111a III I I — ------ ---- �Di m pson Strong H H Simpson Strong —Tie A44 Angle Simpson Strong —Tie L Tie IC IC /8 X 3" LP 2X SILL BLOCKING OR RIM JOIST 2-2X OR 1-2X PLATE STUD CRIPPLE WALL MUD SILL c� z r w w z 0 0 z w i w Of o D w z c Simpson Strong —lie CC66 STUD WALL CC [IC 3/4" CDX PLY. STAINED EXTERIOR PATIO AREA FLOOR FRAMING 2X6 F.J.'S A35 AT 16" O.C. H1 ON ALTERNATE JOI TS OR ATTACH H5 HORIZONTALLY FRO JOIST TO TOP PLATE g z D ry w � o � (0 i- z m �v �W Q 0 r �n I Q af 0 a li z a 5/8" DIA MUD SILL ANCHOR BOLTS 48" O.C. (7" MIN. EMBED) #4 CONTINUOUS �,.-- #3 TIE Q 18" ON CENTER i— EXISTING GROUND LEVEL 6" 1 - STORY 12" MIN. FOR 1- STORY 2-#4 CONTINUOUS IN FOOTING REDWOOD HANDRAIL 3/4 CDX PLY. STAINED PROTEC" L.vI I,. 1 NOTES: 1. A 4 INCH DIAMETER SPHERE MAY NOT PASS THROUGH THE OPEN SPACE BETWEEN INTERMEDIATE RAILS OR PICKETS. 2. THE OPEN SPACE BETWEEN RISER STEP AND BOTTOM ELEMENT OF GUARDRAIL SHALL NOT ALLOW A 6 INCH SPHERE TO PASS THROUGH. [CBC 509.3] 3. A MAXIMUM RISE OF 8 INCHES AND A MINIMUM RUN WIDTH OF 10-12 INCHES FOR STRAIGHT STAIRWAYS. [1003.3.3] 4. DETAILED OF FLOOR CONSTRUCTION ASSEMBLY, ARE RED WOOD AND 3/4" T & G 1X4'S OR PLYWOOD. 5, HANDRAIL ... 34" TO 38" ABOVE NOSING, WITH 12 EXTENSION BEYOND TOP AND BOTTOM UISERS, EXCEPT FOR PRIVATE 3. 44" MAX. CLEAR SPACING OF INTERMEDIATE RAILS. SEC. 509.3. 4. HANDGRIP, CROSS-SECTION DIMENSION 1 1/4 fy MIN.-2" MAX. SEC. 1003.3.3.6. 5. 36" MINIMUM WIDTH FOR STAIRWAY SERVING LESS THAN 50 OCCUPANTS. SEC. 1003.3.3.2. 6. WOOD TO BE REDWOOD OR PAINTED FOR PROTECTION OF WHEATHER. 7. 8. 9. 10. 11. 1. HOLD—DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS: AND HOLD—DOWN SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. "HDA" HOLD DOWN o SEE PLAN SSTB ANCHOR BOLT o SPT 1—#4 MIN. 2X6 P.T. SILL I,, , 00 U c EMBEDMEMT LINE SSTD SELECTION TABLE SIMPSON CATALOG MODEL NO. 2X,3X AND 2-2X SILL PLATES MONO POUR TWO POUR HD2A SSTB16 SSTB20 HD5A SSTB20 SSTB24 HD6A SSTB28 SSTB34 HD8A SSTB28 SSTB34 HD10A SSTB28___7 SSTB34 SLAB t t® a ti e ® #4 REBAR SSTD SELECTION TABLE SIMPSON CATALOG MODEL NO. DIA. L MIN. EMBED Le SSTB16 5/8 17 12 SSTB20 5/8 21 16 SSTB24 5/8 25 20 SSTB28 7/8 29 24 SSTB34 7/8 34 28 SSTB36 7/8 36 28 FOOTING ° ° a ° ° d 4 Simpson Strong —Tie ° SSTB 12" 1— STORY CONCRETE NOTE- Showing Compliance With CBC Section (1921,2,4,1) f'c shah not be less than 2,500 psi X 3" LONG ,EWS COUNTER SINK .AD POSTS D.F. #1 O,C V WOOD JSTORS ❑'C' rYP,) ?X4 BOT, RAIL FLR JSTS PER PLAN 5/8 � M.B. STEM WALL REVISION _ _DATE REV. A 06/19 REV. B 07/15 n to 00 (_0 (_0 00 0 p c0 Q0 N � rn � I I I O I—O Q z Q m 0 = LO �0 c o m O N 0-)w Q Q Q m ] z Q ry :D LiOQ ry w m => z _ Li z � n n (n U > n Chi] F W O z Q U J � O a O Qz w CV _ry(�- ��o I Li� z Q � Q 0U 0-) dry E- Q d- z I- ry n- Q w z0 = Q = O n co a PROJECT NO. v COMMENCED APRIL09,2003 DRAWN BY Q z PHIL ROBLES REVISIONS DATE Lij LLj ry SCALE 1 /4" = 1 FT ROSE07.DWG 07/15/03 ' I ODA" HOLD DOWN DETAILS H IL DATE MXW�T—t.Q', mir,A*a 126 w ft Tow Co"hwlawwN, '�A A"ft, I 0 i I Wf�stl"All On-tatmuou or& Rul �tjuwber 0, f , 9 ;Vj L r L0 (10 Lo (D CO r-, 00 o') 0) Lli :E (o Lo I n 0) 0 Q0 (D < (Y < ro Lo < U m z ry III If) (D < (y) 0 X 0 < ry < < :�i ry m < U ry n n < (f) Ld (-) 0 > < cL O 0 n C) L.LiCV< ry 0 C < (f) 0 r-) 7, < wry ry cnz < �- ryn- Li ,7 =I 1 CNLz < Li 0 o n O� ,- I (</-) = n PROJECT NO. COMMENCED APRII-09,2003 Z DRAWN BY PHIL ROBLES z Lli REVISIONS DATE SCALE 1/4" = 1 FT TITLE24,DWG 07/02/03