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FOR1GLU ro=za upsi' si F715'5F715'5p§i Al1LT =1 8bb b00 psi. x 13 PROTECTION OF MECHANICAL "'LAM: SIMPLE SPAN: 24FV4, CANTILEVER: 24FV8, Fb=2400 psi, EQUIPMENT SUCH AS WATER HEATERS, Fv=265 psi, E=1,800,000 psi, 0 14 34" HIGH FURNACES, CONDENSING UNITS, ETC. RAIL'G I-JOIST: (TRUSS JOISTS MCMILLAN OR EQUIVALENT) 9 1/2" DEEP FROM MECHANICAL DAMAGE PER CMC. TJI 210 (WIDTH 2 1/16"). PARALLAM: (TRUSS JOIST McMILLANPLAY (AREA e THE TERMINATION OF ALL OR EQUIVALENT) Fb=2900 psi, Fv=290 psi, E=2.000,000 psi. 13'8" 13'0" of of ENVIRONMENTAL AIR DUCTS SHALL BE 13W OPEN TO VACEIL'G A MIN. OF 3'-0" FROM ANY OPENINGS DOUBLE FRAMING MEMBERS SHALL BE NAILED TOGETHER WITH BELOW x OPEN TO INTO THE BUILDING (i.e., DRYERS, TWO ROWS 16d ® 6"o.c. WO D BELOW a BATH AND UTILITY FANS, ETC. MUST ro BE 3'-0" AWAY FROM DOORS, ALL FRAMING IN CONTACT WITH CONCRETE SHALL BE PRESSURE .-1 WINDOWS, OPENING SKYLIGHTS OR TREATED 2-2420RAKED ATTIC VENTS). 50505E WHERE NOTED ON PLANS: ROOF FRAMING SHALL BE 7'-0" 7'-0„ A •PROVIDE EXHAUST VENTING OF WATER PRE-MANUFACTURED TRUSSES (DESIGNED BY OTHERS). LIMIT HEATERS PER CPC. TOTAL LOAD DEFLECTION TO MINIMUM OF L/360 or 3/4". 14'-0" • ALL 3/4" FOR LARGER HOT WATER ROOF SHALL BE SHEATHED ENTIRELY, AND UNDER CA FRAMING, LINES TO BE INSULATED WITH R-4 OR WITH 1/2" nominal C.D.X. PLYWOOD OR O.S.B. SHEATHING WITH 2nd S T 0 R Y FLOOR GREATER UNDER SLABS AND WITHIN 8d06"o.c. AT EDGE NAILING & 12"o.c. FIELD NAILING. unless PLA N WALLS PER ENERGY CALCULATIONS. noted on framing plans. SPAN RATING 24" for ROOF. •PROVIDE A MINIMUM OF 18" HIGH PLATFORM FOR WATER HEATER AND ROOFING SHALL BE PER CBC CHAPTER 15. INSTALLED PER 1 /4 PI-1 '-0" FAUOR OTHER GAS APPLIANCES MANUFACTURER & CBC TABLES. ALL ROOF & ROOF-TO-WALL & LICATED IN THE GARAGE. .[CMC FLOOR-TO-WALL JUNCTIONS SHALL HAVE FLASHING OF 26 GAGE T1 R307.1] GALVANIZED STEEL 26'-D" TZ * IN A WATER HEATER ENCLOSURE SHEAR WALLS TO BE CONSTRUCTED PER SCHEDULE. STUDS AT 13'-0" PROVIDE A MINIMUM CLEAR ARES A WALL INTERSECTIONS ARE TO BE NAILED OR OTHERWISE 50 SQUARE INCHES OF COMBUSTION ATTACHED TOGETHER WITH 2-16d ® 12"o.c. OR A35 ® 24'o.C. 19 8" 3'-4" 3'-0" AIR VENT WITHIN 12" OF FLOOR AND CEILING OR SIZE OPENING. [CPC TOP PLATES SHALL BE SPLICED WITH 2O-16d EACH SIDE OF709'-6" 10'-2" HEAT PUMP UNIT SECTION 505.3.2] SPLICE or ST22 STRAP u.o.n. SEE FRAMING PLANS FOR OTHE � Q W/ CONC.PAD = STRAPS & SPLICING NOTES lJ = p+`O AC DISCONNECT W/ •INSTALL PRESSURE RELIEF VALVE. THE H J 50 OSL 30" CLEAR AREA PRESSURE RELIEF VALVE DRAINS TO THE OUTSIDE AT WATERHEATERS. HOL.DOWNS AND STRAPS NOTED ON PLANS ARE "SIMPSON" BRAND_ EQUIVALENT HARDWARE MAY BE USED WITH SUPPORTING 3'x3' 30GAL. * PROVIDE "UFER" GROUND LOCATED AT DOCUMENTATION. 0 R S MAIN SERVICE PANEL PER CEC. WH NOTE: PRIOR TO PURCHASING THE HVAC UNITS, CHECK TO SEE IF EQUIPMENT MEETS THE "MINIMUM STANDARDS" SET BY THE I I 8 6 SHEAR WALL SCHEDULE TITLE 24 ENERGY CALCS PROVIDED FOR THIS DWELLING. h HDU2 5 NOTATION USED: NOTE: GAS LINES SHALL BE RUN THROUGH ATTIC AREAS TO 1 10 4 BATH WC o `O DESIGNATED LOCATIONS. (GAS LINE RUN UNDER THE SLAB WILL 8'CEIL'G LF N o NOTE: SHEAR WALL LENGTHS ARE REQUIRE SLEEVING AND VENTING PER CPC SECTION 1211.1.6.) o RECREA ION AR11 A 11 3 CONCRETE HDU2 I MINIMUM PER ENGINEERING I o 13'0" 13'4" CLOSET > 01 to NOTE: LANDSCAPE IRRIGATION SYSTEMS MUST CALCULATIONS. ACTUAL WALL LENGTHS HAVE BACKFLOW 4 0 WCEIL'G/SLOPED SHALL BE DETERMINED BY THE PREVENTION DEVICES. [CPC 603.4.3] 0 CONIRETE FLOOR PLAN. v X30"DR. SHEAR WALL WITH SIMPSON HOEDOWN o HDU2 I +QG " " �7/g XB2AOR o AT EACH END VAULT'D CELL'G io 8' pLpJE 8' CEI 'G 8' CEIL'G r_ I 3 -2 3 -2 I 8 CEIL'G/SLOPE V 3/8" PLY OR OSB SHEATHING W/ �� a I LO CONCRETE 8d ® 6"/6"/12" NAILING. ADJ ADJ DJ __ REFRIG. 5/8"0 A.B. ® 48-O/C SHVS SHV SHVS MIRROR UPPER SINK I F-— UPPE SILL ATTACHMENT: 20d # 9"O/C ^j a — HDU2 FOOT NOTES: SPLASH 11 0 5050 4 a_ 5'SL. L°DR N 0 3 36SL 5. BLOCK ALL EDGES = a sa" off Q�OFESS/pN ��r-� ]ADJ SPLASH a s a Q a = 4 a = Q� � MO�HOLD—DOWN SCHEDULE REFR. ' CON RETE a WC " a LA ING ° d S39 NOTATION USED: C] V " EXP. 3-3 -2013 5'-0 8 -0 8'-10" 4'-2" s z} HDU2 HOLD-DOWN WETBAR BATH 26'-0" �Ta cTURP .Q lF CALIFOP� POST SIZE: 4x EAST WALL NORTH WALL SCREWS: (6) SDS 1/4" x 2 1/2" ANCHOR DIA.: 5/8" r ONE POUR: SST TWO POUR: SST820 INTERIOR ELEVATIONS 1 s t STORY R n n R P1 Q N B 20