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-PLOT PLAN SGALE 11511=11-011 NORTH CONSTRUCTION NOTES: �I. REMOVAL AND REGONSTRUGTION OF DAMACED DRIVEWAY APROAGH PER GITY STAND,4RD # 1112 ,GASH 2. PROPOSED 2-5TORY ADDITION NEW FLOOR AREA: FIRST FLOOR 125' S.F. SEC. FLOOR AREA: 1,266S.F. TOTAL GOVERAOE AREA: LOT 51 ZE = 8,250 S.F. EXISTING RESIDENCE 1,540 S.F. (E) GARAGE 4 STORAGE 512 S.F. (N) COVERED PATIO 343 S.F. ADDITION 125 S.F. TOTAL 2,525 S.F. 30.5 % OF LOT 40 % MAXIMUM LOT GOVERAGE BUILDING CODE: UBC Icia-7 EDITION UPC Ictg7 EDITION ULC IQa7 EDITION NEC 1aq"7 EDITION OCCUPANCY GROUP: R3NI CONSTRUCTION TYPE: TYPE VN BUILDING 51ZE 35' X 64'--11" BUILDING HEIGHT 25'-5" EXTERIOR FINISH: STUCCO FRAME: WOOD FRAME 1. VERIFY MEASUREMENTS KITH CORRESPONDING G05TRUCTED OR EXISTING CONDITIONS PRIOR TO PROGEED I NG WITH THE WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF 516NIFIGANT DISCREPANCIES. 2. FIN15H ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE DATUM ELEVATIONS ABOVE THE FIN15H FLOOR ELEVATION. THE CONTRACTOR MUST COORDINATE DATUM -BASED ARCHITECTURAL ELEVATIONS SHOWN WITH SITE -SPECIFIC ELEVATIONS SHOWN ON CIVIL DRAWINGS. 3. WALL DIMENSIONS SHOWN ARE TO FACE OF WALL FIN15H UNLE55 SPECIFICALLY NOTED OTHERWISE. SHT.# I DE5GRI PTI ON O REMOVAL AND 12EGON5TRUGTION OF UPLIFTED SIDEWALK AT THREE (3) SEPARATE LOCATIONS (APPROXIMATELY 75 SQ. FT.) I PLOT PLAN 2 I FLOOR FLANS a� Y M CO C3� cvPr �+ • cQ 44 • ,::� w C) t 04 ct! z C) ' .. Lu LLBCD m ---1 Z Z z _-j C) C) C) C) < z z W < z O -- --_ < CL < C 0 D� � U_ d) z < CL LLB -== m ' Q A hV O TITLE REVISIONS CHECKED JOB NO. 00(0- (0- DRAWN R.O. DATE 4--10--02 SHEET OF SHEETS W/ • 42" HIGH MERKO-DEG I.G.B.O. # 35act GUARDRAIL ---I (W/ 1 /4:12 5L PE) JAGUZZ I OWNER TO SELECT MODEL $ SIZE W/ -70" MIN, HIGH W.P. GREEN E3RD. 3-WALLS. 2X& STUDS FOR O PLUME31 NC •9 12" 50. JAGUZZ I AGGESS TEMP. c 32"X5(9" 5HOWER GAS. SHATTER: PROOF ENGLO URE '-,') -72" MIN. HOT. W.P. GREEN BRD 3-WALL5 TYP. M . BATH �. i2 f 8>„ 50. AIR �fi C� X � = �hL 1 `) 5UPPLY E3 ,� is 12" SCE.-- ----� TUB AGGE55 j 2XC STUDS FOR PLUMBING I I BLS. dJ � dJ N a. 5 BALGOWr �-iq -- 30 ►► MIN. MERKO-DEGK I ,G.B.O. # 330cl (W/ 1 /4:12 SLOPE) 12 ►- I (ii 551-211 EN SEGOND FLC SGALE 1/4 11=1 1-0 11 REQUIREMENTS PER ATTIC/ - INSTALLED F,4U: L/hNTS OPTIONAL 42" HIGH GUARDRAIL 131_O 11 7-7 1 1 I or;;�' LAN i { . i LEOEN : 1. DOUBLE JOISTS SUPPORTING THE F.A.U. EXISTING 2. LEVEL PLATFORM REMOVED C 3. SE I SMIG SWAY' BRACES OR ANGHOR UNIT TO PLATFORM 4. LIGHT, SW I TGH, OUTLET. PROPOSED 5. CONDENSATE DRAIN, IF ANY, SHALL BE GONVERTED TO AN APPROVED PLUMB 1 NG FIXTURE. (b. PROVIDE PASSWA'r 24" INCHES WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO ECRU I PMENT AND ITS CONTROLS. LENG HT OF THE PA55WAY SHALL NOT EXCEED 20 FT. -7. THE F.A.U. WILL BE BRACED IN ACCORDANCE WITH THE MANUFACTURER SPECIFICATIONS. P>. A G I RGULAT I NG AIR SUPPLY OPENING OR DUCT OF 2 50. IN. PER 1,000 BTU 15 REGU I RED _ FOR THE FORGED AIR FURNACE. ENERG-2Y REQUIREMENTS: SHADINC DEVICES: 111�UI ATInN: F,A,U.GENTRAL FURNACE EXTERIOR BUG SCREEN GEILINO = R-30 GAS INTERIOR: DRAPPERY STANDARD WALL = R-13 CARRIER FRAME METAL SLAB = R-O MODEL = 68G07512MUBI1 TYPE DOUBLE GLASS GAP = 601000 B.T.U. / HR. U-VALUE = 0.87 MAX. NTR. HT . NOTE / y~ NOTE: : 40.0 GAL WATER HEATER H THE TUB / SHOWER SHALL BE AMERI GAT APPLIANCE I I I GBO OR LAPMO APPROVED. GKF454T ON A METAL ENGLOSUR.E PROVIDE METAL STRAPS FOR LATERAL SUPPORT. PAD 5UPPORTI NG WATER HEATER SHALL BE A MINIMUM OF 3" ABOVE GRADE LANDINO 51..... PE: THE MAXIMUM SLOPE OF ANY LANDING SHALL NOT EXCEED 1 /4" PER FOOT. CJ N 0 05GHE*D...)UL E 5ym. 51ZE TY '--O "x(`--8 "x 15/411 SOLID GORE TEMP. G LS. B 2 ►-8> "xL '-8 "x 13/8>" HOLLOW GORE ►_G, ►► X ►�, ►► SLID WOOD DBL. DOORS ►_ , ►► X 10e l—& 11 G✓ SL I D MOOD DBL. DOORS E ,4►_011 X 161-8 it SLID WOOD DBL. DOORS 1-011 X ra ►_ }, ('! (,/ FREGH DR. TEMP. 01-5. G-2 1-oil X (01-8� 11 FREGH DR. TEMP. GLS. H 2►-8`►x(0' POCKET DR. 1:1 V41 NDON 5GHEDULE 5YM. 51 ZE TYPE 1 1-011 X ""i"►. 011 '"'T ALUMN. SLID 51_011 X 4 1- 11 ALUMN, S.H. 3 2 1-6 11 X 2 1-6it ALUMN. 51- 1 D. 4 1--01► X 31-011 ALUMN. SLID. W/ HALF FIXED AR.GH OVEI,? 0f35G. GLA55 1_O it �/ 5 I-,i^^� 11 /\ C..� ALUMN. 5L. I D. 035G. 055 2 i-1be it X 2 1_/ 11 f ,f! ALUMN. SL I D. OBSG. OLASS NOTE: ALL WINDOWS TO BE DUAL GLAZED NO5: b- N cis Wz Lu 0� �n� 00 _j QY �D� w ma u-0 2c1►--0 ii NEW PATIO 101--2►' ONLY I" D I FF. E35THEE., 24 PATIO HOU5E le MIN. r N � � we BATFiRM p(D E. W. Lu (N CL C) E. W. EXISTO. PLAYROOM 3011 2X6 STUDS FOR PLUMBING MIN. 12" SQ. TUB AGGE55 EXISTO. BEDROOM BATTERY SMOKE ALARM IF NON EXIST. TYP. Ma EXIST. LAUNDRY' 7=7 E. W. E. W. E. DR. DEMO. 11 EXIST. i i �11611 BATH i i EX I STO. BEDROOM TO BEGOME FAM I LY ROOM v F- SEGOND--J FLR. LINE SECOND E. N. EXIST. SLR. LINE K I TGHEN EXIST. DINING SECOND FLR. LINE E. W. CLASS AND C LAZ I NG SHALL BE IN ACCORDANCE WITH GBG CHAPTER 24. NOTE ON THE DRAW I NC S ALL WINDOWS AND E. W.EXISTG--7. Ll\/IN(5 R.M. DOORS HAVING GLAZING. I ND I GAT`r'E THE TYPE AND THICKNESS It 00 OF EACH LIGHT OF GLAZING ONT THE DRAWING 5 SHOWING 00 EX15TG . GOMPLIANGE WITH GBG SECTION 2405,2404 AND 240(b. FIREPLACE GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHONERS SMALL HAVE GATEGORY 11 CLASSIFICATION PER GBG CHAPTER 24 AND UBC Std. 24-2. EXIE. DR. E. DR. E. DR. PTO EXIT DOORS FROM INDIVIDUAL DHELL I NO UNITS HAV I NO AN NO C K E. W. OGGUPANT LOAD OF 10 OR LESS MAY BE PROVIDED W1 TH A E. DR NIGHT LATCH, DEAD BOLT OR SEGUR I TY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR SPEG I AL KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT TO EXCEED 48� INCHES ABOVE THE FINISHED FLOOR. =�-- R A DES F THE P CORP EG R L S O � OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE FLOOR. OR cam.. SALE 1/411=11_O11 LANDING SHALL_ NOT BE MORE THAN ONE- I NGH LOWER THAN THE O 5: THRESHOLD OF THE DOORWAY. LANDINGS SHALL BE LEVEL THE DWEEL I NG SHALL HAVE GLOSETS EXCEPT FOR EXTERIOR LANDINGS, WH I GH MAY HAVE A SLOPE (TOILETS) WH I GH USE NO MORE THAN PROPOSED FLOOR Mz NOT TO EXCEED I /4 UNIT VERTICAL IN 12 UNITS HORIZONTAL 1.6 GALLONS PER FLUSH. 4 Escf (251/6 SLOPE) . FIRST FLR.. 12 5 50. FT � - LIGHT OVER EQUIPMENT WITH 5WITGH SEGC�ND FLR. 1,2b SCE. FT s `® ��� A DOOR MAY OPEN AT A LANDING THAT 15 NOT MORE THAN AT SCUTTLE. $ � 3284 -t-1 /2 INCHES LOWER THAN THE FLOOR LEVEL PROVIDED THE TC,�TAL. = 1,5c14 5? . FT VENT THROUGH ROOF A MIN. OF 5 DOOR DOES NOT 5W 1 NG OVER THE LANDING. FEET ABOVE THE HIGHEST VENT a F COLLAR WH I GH IT SERVES. NOTE: Fv. WALL GOVERI NG SHALL BE CEMENT PLASTER, TILE OR. ANY FIXED APPL I ANGE SUCH AS DISPOSAL, D I SHNASHER, APPROVED EQUAL TO `70 INCHES ABOVE DRAIN AT SHOWERS FURNAGE INSTALLATION SHALL MEET CLOTHES MASHER, DR-irER, BUILT-IN HEATERS, OR ANY OTHER OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ALL LISTED CLEARANCE. FORGED FIXED APPLIANCE WITH 1 /4 H.P. MOTOR OR LARC-DER, SHALL BE ELEMENTS SHALL_ BE MO 15TURE RESISTANT. GLASS ENCLOSURE AIR UNIT (FAU) 15 NOT ALLOWED IN ON A SEPARATE # 12 AWG WIRE BRANCH CIRCUIT. EACH DWELLING DOORS AND PANELS MUST BE LABELED GATEG ORY 11. 5W I NG ATTICS OF TRUSSED ROOFS UNLESS UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL DOOR OUTWARD. NET AREA OF SHOWER REGEPTOR SHALL BE REOU I RED CLEARANCES ARE PROV I - G I RGU I T SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP NOT LESS THAN 1,024 50. IN. OF FLOOR AREA, AND ENGOMPASS DED. NO LINE CONTACT 15 PERMITTED. I ND I GATT NG-TYPE SWI TGH. 30 INCH DIAMETER CIRCLE. A W W W E-4 A O z z O � Q O � Q O < Lu C) _j T < O � m� D— D/ �z E-E F W C/] cip O � q a � as 0 TITLE REVISIONS CHECKED JOB N0. po66 DRAWN R.o. DATE 4-11-02 SHEET OF SHEETS ROOFINO: NOTE: 14"X24" 6.5. "EAOLELITE" LIOHT" NEI0HT TILE PROVIDE 4411 MAX. SILL HOT. LOUVER VENT OVER 2-LAYERS #15 FELT, USE OALV. ABOVE FINISH FLOOR FOR ROOFING NAILS. (FIRE RETARDANT) EMEROENGY EXIT ON ALL I.G.B.O. 4660 BEDROOM HINDONS. # 12 �EXIST. 5 GH 1 MNEY OBSG. EXIST. O ROOF Q N E. E CE. N. L Li 0 El—. DR. C.. (E XI STO HOUSE Acl\ _.j NOTES: "IN5PEGTION OF NAILING, REOUIRED FOR DRYWALL AND ALL LATH V4HEN IN PLACE. CORNER BEADS ARE TO BE NAILED. DRYWALL BOARD 5PAGINO SHALL BE 518 INGH MAXI MUM." THO LAYERS OF GRADE 0 PAPER SHALL BE APPLIED OVER ALL HOOD BASE SHEATH INO. -EXIST. EXIST. ROOF SGALE 1/411=11-011 SGALE 1/4 NOTE:* THE LAROEST RISE OR RUN SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/all HANDRAIL MUST BE i I /2 TO 2" MAX. GROSS SECTION 6' DIA. 5PHERI AREA DE516NED 20 P.5.F. OET TRU FOR LATERAL LOAD 2 "X TREAD 2"X RISERS 2-2 X F.J. I N 411 LAND INO. TO/G CV MIN. X 5IMP. HANGER 5/8l' TYPE 11X'1'1� GYP. BIRD. 5-2 "X 14 STRINGER MOOD STAIRS DETAIL A 5/80 " TYPE 5YP. 5RD, 3-211XI4115T 2 lox& 10 2- 51b" PIA. BOLTS iil!!�Ni Mw lite i A mw 91111 2"X 5TRIN I NOTES: PCRGHES MUST HAVE A MINIMUM GLEAR HEIGHT OF -Y-O" FOR r<,I-L,/ L_ I Q;7rl I AND V 1-_ I Nt I I L_ /_11% I I ON. N. M TO TN L L_ RIF_ 1U 1REMENTS OF GBG GHAPTER 25. EX15' GRIM 2lix(oll HOOD RAIL 1 1/41, 50.5TL. POST @ 4511 O/C 2-545" DIA. X 51/2" LAO BOLTS 3X(q BLOCK 4llX(bllXI14ll STL. PLATE A35N @ 1611 O/G HAND 41 OUARDRAIL 1 1/411-2 11 AT STAIR HANDRAIL ETAIL - G TILE ROOF TYP. r-2.0 (,ZO 1-11N./ I EXIST. FLASH INO 15 REGUIRED. CHIMNEY 0 - - - - - - -- - - - - - - - -l" STUGGO TYPICAL I STUCCO 42" HIGH OUARE)RAIL EXIST. TIMI, I& ROOF r 1. nFiD, (EX15T(3.) PARAPET Fl SGALE 1/4 1 1/4 " DIA. HOOD DONEL I 2" MAX. STANDARD METAL HANDRAIL HARDHARE @ 6-0" INTARVALS MAX SGRENS SET INTO STUDS 1/2" GYP. BRO., INN III ON No II ilimmilmlimm TITLE NEST ELE,VATl_0N_ SGALE 1/4 = I'0 ATTIG VENTILATION: SEGOND FLR. AREA = 1126(o S.F. REVISIONS /2 1,266 /150 = b.44 S.F. REGUIRED (4) 24"XI2" DORMER VENTS= 6.28>5.F. (2) 14"X24" LOUVER VENTS. = 4.66 S.F. TOTAL IO.cI4 S.F. PROVIDED xw NOTE: CHECKED OPEN INOS.SHALL HAVE 1/4 INGHbs GORRO51ON RE515TANT METAL S e>(c> 1 t. MESH GOVERINO. JOB NO. O0 211X4 2-1(od CAA HOOD 5Gf HANDRAIL DETAIL D DRAWN DATE 4-11-02 0 F US 17 slo 0 01\,Z�l SHEET N -5-; 3284 nj m Eyp: 6/80/07 ZD OF SHEETS ®. T"rPE AREA DEPTH REBAR. FI 2'-Q" so. 18" 3 #4 EA. MAY F2 3'-0" 50. 18" 3 #4 EA. MAY F3 31-611 So., 18" 3 #4 EA. HAY F4 41-3" SQ. 18" 4 #4 EA. MAY 5/8" DIA. X 10" A. BOLTS © 4'-C OIG - 1 N/ 2-1/2"X 2-1/2"X 1/4" 2 (N) 5/8 DIA. X A. E30LT @ 0 O.G. ATE HASHERS SIMPSON EPDXY P TIE _ ISTL. L NOTE: PRO\/IDE NOT LESS THAN 5/8" DIAM. ANCHOR BOLTS EMBEDDED 7" INTO CONCRETE OR MASONRY, MAXIMUM 6'-0 O.G. MINIMUM 2 BOLTS PER PLATE, ONE BOLT NOT MORE THAN 12 OR LE55 THAN SE\/EN BOLT DIAMETERS OF PLATE END5. SEG. 1806.6 . NEH CONCRETE GONTINUO5 FTC. OR CONCRETE PAD FTC. LAC BOLTS ® 16" O.G. GROSS SEGTI O 11 x 11 SGALE 31511=1 '--011 GFI =(E) 12" HIDE X 12" DEEP GONG. FTC. N�N 77 GF2 = VERIFY OR FOiUR. 12 "WIDE X 12" DEEP FTC. W 1-#4 TOP 4 5OTT. TYP. GF5 = POUR NEW 15 "HIDE X 15" DEEP FTC. W% 1-#4 TOP 4 BOTT. TYP. NOTE: FOR EXPAN51\/E SOIL GONDITION5 ALL EXTERIOR FOOTINGS SHALL BE 24" BELOW NATURAL GRADE AND ALL INTERIOR FOOTINGS 18" BELOH. NOTE: NO UNDERFLOOR'. GLEANOUT SHALL BE LOCATED MORE THAN 20'-0" FROM AN ACCESS DOOR, TRAP DOOR, OR GRAWL HOLE [GBG 2306.3 AND GPG-70-1.101. UNDERFLOOR VENTILATION: AREA = 128 S.F. 128 / 150 = O.b5 S.E. REDO I RED (1) 24"XIb" AGGESS 3.00 5.F. (1) 6 X14 FOUND. VENT - 0.5b S.F. TOTAL = 3.5b S.F. PRO\/I DEC) NOTE: OPEN I NC5 SHALL HAVE 1 /4 INCH CORROSION RE51STANT METAL MESH GO\/ERI NO. b cl 260 NEEF 4" MIN. 2" MIN. 1 I O f-3 ►► Cl 1-5 ►► a i-3 1► 3 SD f �gc�3 a o� u Vai V) FI 1 Q # 4 DOHEL5 INTO EXI STC . /---- 3 1 /2" GONG. SLAB H/ 2 FTC. q" MIN. EMBEDMENT HIRE MESH 6"X6"-#IOX#10 D H/ POUR ROCK OR EPDXY OVER (b-MIL V15G2UEEN OVER 2 1/2" SAND FILL -- W 10'-2 ►► 2211 41_5 ►f 6 6 � SD SD F2 F2 � Zif)w - F'717 q FI �-- X f� GF3 O �� _ _� � GPI i � X ri i i 4 � NEW 2X8 GONT. LEDGER 4 �41, W/ SIMP. U-HANGERS @ � SD � 16" O.G. 1^1/ 3/8" DIA. X 5" 2X8 F.J. @ I6" O/G � LAG BOLTS @ In" O.G. u- I � N I m �— vl � x LL 10 Q i� V jl IU 5D p � I �R < > j)p, -- - fAD 4`� � tios,� TYP. � GF2 GF2 � k GF I � � F3 F3 � 5 21-511 W ° EXIST. R,415ED i xiw o m o FOUNDATION z w v v� ILL 3�� IV p6p � SD F4 �`� oF4 �`� �� F2 q I O O � GF2 � GF2 F2 i � EXIST. RAISED � FOUNDATION GH TYPICAL WEEP SCREED DETAIL 0 A W 9 W G1. W E� d A O z Z Z 0 � N Lu C) < LIJ < O � m� OC)/ z D� LL oz - < IL W = N F+ E+ C!1 0 � A a 0 TITLE REVISIONS CHECKED JOB N0. 0066 DRAWN R.o. DATE 4-11-02 SHEET OF SHEETS 3 1/2 " GONG. SLAB 1/0 (2) #4 NOTE5: FIRE BLOCKS AND DRAFT STOPS IN COMBUSTIBLE GONSTRUGTION IN ACCORDANCE V41TH GBG SECTION PROVIDE FIRE BLOCK INO IN CONCEALED SPACES OF STUD HALLS AND PARTITIONS, INGLUDINO FURRED SPACES AT THE C-.,EILINO AND FLOOR LEVEL AND AT 10 FT. INTERVALS BOTH VERTICAL AND HORIZONTAL. (705.2) "ROOF DIAPHRAOM NAILINO TO BE INSPECTED BEFORE GOVERINO., FACE ORAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. STUDS, IN BEARING HALLS ARE LIMITED TO 10 FEET IN HEIOHT UNLESS AN APPROVED DESION 15 SUBMITTED. FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR HALLS OF ROOMS V41TH VAULTED GEILINO. BRAGINO OF EXTERIOR/MAIN GROSS HALLS OF GONVENTIONAL FRAMING SHALL CONFORM V41TH METHODS AND AS SPECIFIED IN SEGTION 2520.11.3 AND TABLE 25_*IV-GI. PIPES, DUCTS AND OTHER NONSTRUGTURAL GONSTRUGTION SHALL NOT INTERFERE HITH ACCESSIBILITY TO OR V41THIN UNDERFLOOR AREA. TYR kyl- NOTE5: LAC BOLTS PROVIDE LEAD HOLE 40%--70% OF THREADED SHANK , DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION q7 NDS /"NL—L YNQ,'Q,/L,/ I IN CONTACT HI TH CONCRETE t: FOUNDATION SILLS SHALL BE PRESSURE TREATED. OR FOUNDATION GRADE REDHOOD. FRAME ALL INTERIOR SHEAR HALLS TO ROOF. ROOF 5HEATI NO: FLR® SHEATI NO: 1/211 GDX EXT. GRAD FLYHD. USE 5/8>" T40 FLY]e^400D LAY H/ EXT. GRADE CLUE P.1.24/0) FL*(H. FACE GRAIN FERFEN- LAY PLYHD. FACE 6 A I N PER- DIGUALR TO FRA,MING-7 AND FEND IGULAR TO FRAM INO AND NAIL H/ 10d @ 4,( joll OIG NAIL N1 E>d @ (oil 112 11 OIG NOTE5: L='7' M^XIMUM LA-FTH Of;;- NOTC.,HINO AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM OF THE MEMEBER SHALL NOT EXCEED ONE-51IXTH OF THE DEPTH, AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. PROVIDE DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS. A. RIDGE BOARD NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER 15 REGUIRED. A RI DOE BOARD NOT LESS IN DEPTH THAN THE GUT END OF THE RAFTER 15 REGUIRED. 4X(o HPR. ENTIRE HALL AS SACK -UP I 1 � � __ �3SulI►C�'�5�► L=4.5' (00 L = 11.5' "'--ENTIRE V4ALL-----/ AS BACK-UP F-1 I < L=5.-75' ADD T r P. L = 5.15' NOTE: DROP ALL BEAMS AT PATIO BELON JOISTS TO AGGOMODATE DECK JOISTS SIZE AND SLOPE 10 ri -7 "N\ so SD I 0 T 0V) u Q U a U co c ko U ko U FE34 (9 5/4" X12" CLUE L/�Ivf 4XI2 D.F. I SM. ' 0 /I E -Y"Y FE3-7 _1F7EBM4j 4XI2 D.F. I E3M. 107 Lc Q 13 m �' 13 �) Z z < SD i N D < < a 3/4"XI2" OLULAM SM. e 3/4"XI21LE-LULAM E3M. Ff3i F51 x cv SO x I LL X, (j) 0 'co U C' d) -7 fic =4.-75C,12 L= M5T3co 5FLI6E 12 (E (9 HOR 10 �2_ 4X6 HOR-X12 5M. NON �E3EARINO—/ L=4' X IF F8>E3b HALL x r\ < x N L=41 Ut POST 15 w L=221 3 10 SD SID, N x A L A =41 Q U Q -7 L u U L=41 '7 F 0 V_ Io� PO fixi lixi li 0 �v-LULAM M. U 5/4 xi 61LULAM EE33 6314 2 LU4,AM 5M. C/u FE35 SID SP L=5' SD 12 0 ri 5*N\ SD <i < I Lr_ uf� F Z. < IL IUL- X1 x N X FE36 Al (0"X12" D.F. # I BM. e 0 �a �.�v^ T T`� - U L c" UF 616_� L 16' u CO 11 Lj _j (b 5/41IX12YOLULAM 15M. e 2-2XI2 F.J. 6 3/4"XI2 2XIO f=LRj_JST5. (9 16 o/c 2-2XI2 F.J. DE JO IS, Tc. 13 SD 15 5D 1/2" COX PL*'rHD. V4/ &d @ 6 11,1211 OIG OVER 2X4 GONT. FLAT -H/ 2-1(od PER R.R. 2X4 R.R. @ 16 11 O.G. A55 @ 241, O/C N B.N. 2Xa G.J.- @ l(oll O/C— 4X12 BM- 5/5" T � O PLYWOOD SHTC-,7 H/ ad @ bil 11011 c/C, 2"XI2" F.J. © 16" O/C DETAIL -- "X FA!5C, I A V41 2-16d PER R.R. SE 0NDFL OR FRAM I I `l---PLAN ,2X4 CRIPPLE @ 161, O.G. ,DBL. 2"X4" PLATES 2"X4" STUDS @ 16" OIG SCALE 1/411=11-011 O z < cz C) z < O � Cp < Oz LL 6) < *0 E4 *# E__4 00 co a � TITLE REVISIONS CHECKED JOB NO. DRAWN DATE 4-11-02 SHEET. OF, SHEETS STRUCTURAL NOTES GENERALS All work performadl shall be in conformance to the LA adition.of the Building Code -Co- W1 colpo� 291Where no specific details section or indication is given; typical or approved otandard.practice details are to be used*. 3. All '.dimensions and existing conditions %hall be verified by -contra any discrepancies the ctorvaild notify the engineer of before,procowding with .and/or begining any work. 4. In no case:- shall working dimensions be scaled from plans or details., Figure*. on drawings govern and larger scale drawings govern over smaller scale drawings. The contractor shall coordinate all structural work. with the architecturall mechanical and any other related drawings and notify the engineer of any discrepancies before proceeding with and/or beginning any work* 60 Contractor shall ..verify location and size of floor, roof and 'wall openings.with other drawings* Opening* not shown on structural drawings., are not permitted. FOUNDAT ION $ng in 1000 P.S.F.'Design soil ear (Sandy Clay) 20 All footings shall extend into first natural *oil or approved compacted fill :a minimum of and for expansive soil a minimum of 24"4 3. Excavattons adjacent to existing buildings or walls %hall not extend. below an angle of 45 from the bottoms of the footings of these adjacent structures, or the contractor shall provide adequate shoring for the excavations. 40. Where .existing footings$ concrete slabal piposs utilities or other buried itlems are removedg where now slabs or footings are to be I ocated al I ex i st I ng I case. soi I shal I be removed and recompacted to a minimum of 90% of maximum density. All :fill shall. be compacted to a minimum of 90% of maximum den* . ity in accordance with ASTM D-1557, fill shall be placed under, the supervision of, and tested and certified by, an approved Soil's Enginsere CONCRETEl, is All concrete shall be made with stone aggregate and shall attain a minimum compressive strength at 28 days of 2r5W 'PSI 0 2. Maximum concrete slump shall be 311. 30'. Cement for ,concrete, mortar, and grout shal I be Type 3L or -SZ conforming to ASTM C-150. Aggregate shall conform to ASTM --Location of • all construction Joints shall be approved by the engineer'. 50, No pipes or ducts® other than conduits shall be placed in structural -concrete unless specifically shown. Aluminum conduit shal 1. not be used. 6. Vor,i.fy,, wi th .,architectural mechanical, and electrical drawing*.1octiof all Items embedded in or attached to . acii concrete,.*:,-. Drypeck 'Shal I be 1st cement sand mix. All anchor bolts, dowels and other inserts shall be placed before pouring concrete. REINFORCING STEELs 10 ..All detailing.,:' erection, and fabrication of reinforcing and accessories shall conform to the Manual of Standard Practice of the Concrete Rein1corcing Stool Institute. 29Reinforcing steel shall conform to ASTM A-415, Grade 40. 60 hold. At 5 4� loskKro 31. Rai A4'0'r,-c.ing,.,,-,,:shdwn continuous may be lapped 30 bar diasset ere in concrete unless noted otherwise. 4. Reinforcing shall have the following minimum covers Concrete poured against earth..,,3 inch Formed concrete -exterior fac0000*2 inch 50 Wilded wire mush *hall conform to ASTM A-185. Lap one full moth plus 2" at splices. MAE 1. Masonry units shall but Concrete Masonry Units, Grade N conforming to ASTM C90 Medium weight concrete block (All units have the standard dimensions unless noted otherwise and are to be open and)® 2. Portland Cement shall conform to ASTM C1501 Type 1 or Type no,Masonry Cement is Allowed. 3 :Mortar %hall' be type S; freshly prepared and uniformly and'shad l conform ASTM C270. ' If Plastic type cement i s used th lime Putty shall be Ommitted, 40., shallbye of, fluid consistency and mixed in the ration by volumes, .. one part Cements three parts sand, Or one part Cement thro'Qpant sand, and two parts peagravel. 5 Reinforcing Steel shal I be deformed bars. conforming to ASTM A615 except that 1/40 ties may be plain bars. Wire rut of orcoment, shal I conform arm to ASTM A 82. 6. Construction shall be of the highest quality workmanship an ld alwallo %hall be laid true and plumb. Provisions shall be arranged for all adjoining construction. TRUCTURA D MISCELLANEOUS STEELs SECURITY NOTES RESIDENTIAL ENERGY CONSERVATION 1. All dutailingg fabrication and erection shall conform thu 1. Socurit:y opennings are clearly identified by as The building design meets l.-herequirements of Title 24, latest edition of AISC specifications. 2. Provide door viewers, view ports, or viewing windowtA for Part 2, Chapter 2 - 53. d nuts bolt b 36 All structural steel %hall be ASTM A1 os ansmall dwelling of quest room entrance docir% (Alao so* 6720). confortis ASTM A307 unless noted othvrwi%#&- Pipe col warn to .end b. In%ul ation installer shall post in a conspicuous tubular steal 6 hall conforin ASTM A53 Gradw 6. Swcurir metal or wood overhfoad or iilidinq doorb per swction laceation in the bolding a certificate signed by the 6713 itistallwr and builder stating that the install ation 3* Welding electrode shall be AWS E70XX or oquial (non- conforms with the requirements of Title 24, Chapter 2 continuous inspection required, designed for half stre%swo). 4. Use accordion -grate mwtal guides at top and bottom of metal► 53 andthatthe material sinstalled conform with the or grille -type door*. Secure docir% per *action 6714. requirainants of Title 20, Chapter 21 -Subchapter 41 40 All welding process and inspection procedure* *hall conform Article 3. to the Americon Welding Society Specification DI.O latest 5. all swinging door % in security opening* shall beer built in edition. All welding shall be performed by welders accordance with the fallowing requirements: ce Al I insulation materials shall be certified by the certified by the Local Building Departments in a shop of an a) Wood flush -type doors *hall be 1 3/8" thick minimum manufacturer as complying with the'' Califo rnia Quality approved Fabricator. All field welding shall be pwrfurmwd with solid core construction or 'doors Standaro for Insulating Material. . under the continuous inspection or a special Owputy, b) Hollow core or door* less than 1 3/81 in . Inspector approved by the Local building Department. thickness covered an the inside face with 16 gauge. d . Doors and windows between conditioned and Outside or shwat metal attached with screws at . 6" on centers uncond i t i oried spaces such as garages and compartments 50 Steel Fabricator iihall submit shop drawings to the onginwwr around the perimeter or equivalent or for central air ges furnaces shall be fully for review prior to fabrication. c) Wood panel type doors whith parials fabricated of lumber weatherstrippod. not loss than 9/16 inch th4.ckness, provided shaped 60 A certificate of fabrication from the fabricating shop or a portions of the panels are riot less than 1/4 inch ee Manufactured door* and windows' shall be certified and report from the special inspector must be iurnishod to the thick. Individual panels *hall not exceed 300 sq. ft. labeled in compliance with the appropr,4-ate infiltration job inspector prior to framing approval. in area. Stileb and rails shall ba of solid lumhor with standards lisated in Table 2 - 53V of the energy overall dimensions of not lose than 1 3/8 inches in regulations. WOOD FRAMINGs thickness and 3 inches in width. Mullions shall be considered a part of adjacent panels uoloss sized as f All fan systems exhausting air from the building shall 1. Framing lumbur shall be Douglas Fir -Larch, grtade marked by required herein for stile% and rails except mullions be provided with back draft dampers. W.W.P.A. or W.C.L.I.b. as follows, unless otherwise noted an not over 18 inches long may have an overall width of have' a plins: not less than 2 inches. Carved areas *hall Vertical Framing thickness of not laws th#n 3/8 inches. go Caulk around all Plumbing and electrical penetrations 201 x 4" & 4" x 4".. . . Standard Grade or better d) Glazed opening within 40" of the door lock when the into the building envelops. x 6" and larger, .. 0 0 2 Is ::*::No. 2 Grade or better door is in the closed positions shall be fully tempered 6 " x 6" and I are ass-.. ....... No. I Grade or better glass or approved burglary resistant materials or shall h. Caulk and seal around all window and door frames and Horizontal Fr aming be protected by metal bar*, screens.or grille having a between wall sole plates and floors and between 216 x & 4" 2 Grade or better maximum opening of 211. The provisions of this section exterior wall panels. 646 x and I Grade or better *hall not apply to view Port* or window* which do not excowd 2" In their greatest dimonsionso 6720 to Masonry and factory built firep l aces *hall have. the 2. Plywood roof and floor sheathing shall be as noted on plan*. 0) Door stops of in -swinging door* shall be of one-piece followings Plywood for shear walls shall be Structural I. All uhwwtu conbtruction with the jamb or Joined by rabbet to the shall be grade marked and conform to PS-1-83. All plywood . Jamb. 1) Tight fitting closeahle metal or glass door %hall be bondud with exterior glue. f) All pip -type hinges which are accessible from outside he firebox. covering the entire opening of the the secured area wha6i the door is closed shall have 2) A combuuti..qn air intake to draw air from the 3. Each plywood shares( shall have a minimum area of 8 raqu.Arw minimum 1/4" diameter steel jamb stud with 1/1/4"minimum outside of the building directly .* into the firebox, feet and a manimum dimension of 2' in any direction. projwctton unless the hinges are shaped to prevent which is at least six square inches in area and is Install with joints staggered in adjacent shouts, with each rwaioval of the door if the hinge pins are removed. equipped with a readily accessiblev -- opurable nd shoat continuoub over 2 or more supports and the face grain g) The strike Plate for latches and the holding device for tight fitting damper. perpendicular to supports for floor and roof sheathing, and projecting deadbolts in wood construction shall be .3) Tight fitting flue damper` with readily access ble parallel to supports for wall sheathing. secured to the Jamb and the wall framing with screw* I control. ;4) Continuous burning pilot light*'are prohibitedl not less than 2 1/2" in length. 6711 (g) 4. Wood plates in contact with horizontal surfaces of concretes h) Specify deadbalts with hardened .inserts; * deadlocking -operated lacks lock% cip,enable Ducts shall be constructed installed'and insulated or masonry *hall be pressure treated Douglas Fir. latch key on exterior; wi thout keys upwqtal knowledge or special effort on according to I Chapter 10 of the Applicable edition of 5. All nails %hall be common wire nailra with minimum niillng i titer I or; and type throw, and anibodment of doa�dbolts -.leaf thoUniform Mechanical Code. All Joints of the duct system shall be tightly sealed with mastic or tape. per Tab I a of the Code, unless shown otherwise. for single swinging doors active or pat;rs- of 93%.1 i) Coors, or bottom leaf of Dutch door* Straight deadbolts %hall have a mininium throw of I" and 01 Storage type water t -ioaters and storage tanks for solar 6. All framing hardware shown are Strong -Tie Connectors as I Mn wmb&dment of not less than 5/81. 6711 (b) water heating systems shall be externally wrapped with manufactured by the Simpson Company, unless noted othorwimw. J) A hook-uh#ped or an expanding -lug do I adbol t shall have a insulation of R-12 or greater, unless so internally Install per manufacturers' recommendations• minimum throw of 3/4". 6711 (b) insulated. 7. Bolts shall conform to ASTM A-307. Provide washers under k) Cylinder guards *hall be installed an all cylinder locks whenever the cylinder, projects beyond the face of 1. Provide minimum :R-o+.insulation an water heater inlet all bolt, nut, and screw heads. the door or to otherwise accessible to gripping tools. and outlet p "re- forfirst fivefeet-in unconditioned for" so Double joists beneath all parallel wall%. Solid block 1) 6711 (f) Show means of securing inactive leaf of double door and beneath wall% perpendicular to joists. upper Iwar of Dutch door. 6711 (c) mo Insulate roc.irculatiny, hot water piping in unheated 90 Anchor bolts shall be diameter x to" with "7." minimum spacos. 4. 1 04 t a W14# w flow# I un WSW 11ULW %J tterw sae on plans. Pee p I an% for 6. Slinding glass door and windows shall. be equipped with no Gas fire houiohol eating an cool i n- P 4401106W=j spacing. Intstall not less than 2 bolts in each piece of %ill locking devices #nd shall be so constructed'and installed shower heads and faucets shall comply with the plates wi th the first bolt within 12" of the and of the that thuy seaman intact and engaged when subjected to the appliance efficiency standards. plate* tvsts specified in 6731 and 6732. 1 0. General lighting in$--.,i tghen 4nd bathrooms shall have an 10. Joist* or rafters framing from opposite sides of bwamu or 7. Slinding doors and windows shall be provided with a dovice efficacy of not letis than 46 lulitins/watts. (Specify walls shall be lapped a minimum of 4" and spliced with 4-16d in the upper channel of the moving panel to prohibit raising flourescent lighting). nails, unless noted otherwise an plans. and removing of the moving panel ir the closed or partially It. Beams built-up from more than 2-2" x memberThal have all s open post tion. pe Thermostatically controlled heating or cooling systems (except heat pumps shall have an automatic thermostat pieces full length and shall have bolts at 180 00ce I a. Louvered windows shall be po'*otectad by metal bars or 9 -ills d with a clock mechanism which can be manually programme' staggered top and bottom 3" *r-om, th4edges, wt th thefir*t- from tho with open ings that have AA least one dimension of 6'11 or to automatically set back the ther-mostot set points for bolt 3-1/2" and. leus,whi'ch are crin%tructed to preclude human entry. 6722(c) at least two period% within 24 hours. 12. All fluuh framed 2" x connections shall be made with Simpson 11LUP" sorius hangars, unless noted. otherwise on plans. 9. Any release for metal bars, grills:(, grate* ' or similar qo Water heater shall be s Manufacturers___._______-:__......- devices constructed to preclude human entry that are Capacity:____ 13. All flush framed 2-2" x and larger connections shal I be made '0(1 ins `- talled shal be located an he inside of the adjacent MC with SimPson "all series hangars, unless noted otherwise room and at least 24 inches from the closest opening through plans. such metal bar*, grii)s, grate* or similar devices that r. Insulation shall be as followsi 14. Lap all 2-211 x top plates a minimum or 4*-0' at splicsae and exceeds two inches in any dimension. i,722(d) Ceilings_ -- ---- - nail with 10-16d each side of each splices unless noted 10. In V1 Occupancies, pan** of glazing with a least dimension Floors - I ------ otherwise an plans. Where top plate is cuts add a 1/8" x I- greater than 61' but less than 48" %hall be fully tempered r Ex to Waiis I --�t ------ 1/20 metal strap with 10-16d each side.ofcut. glass or approved burg I ar-resi start material or whall be protected by metal bars or grills with opening* that have at So Space Heating is to bat 15. Stud* may - be cut or notched to a maximum depth of 25% of the A least one d1mansion of 6" or Iwou. 6721 Manuf actur ore ...... ;� ------------- SEI width. bored holop shall not be nearer than 5/611 to edge of Models------V------------------- stud and a alaximum size of 40% of, stud width. 11. Other openable windor shall be orovided with substiintial Sizes ------------ STU -- ---------- locking devices. In Ui 4 Occupanciwal such devices %hall be Heat Pumps ---------- EERs --------- 16. Joists or rafters may be notched at top or bottom to max ialuln glide bars, bolts, cross-barss and/orli padlocks with minimum to Space Cooling is to bat of one -sixth of depth, but not within middI& third of %pan. 9/32" hardenwd steel shackles ane boltodg hardened steel Manufacturers -------------------- Holes bored in joists or rafters %hall not be nearer than 2" haraps. Models ---------------------------- to the edge and shall not exceed one-third of the joist or Sizes---.- rafter depth. 0`2.. Provider details and specification.i for the protection of SEER 8 d orning% per *wcurity openings other than door* it glazeot GLUELAMINATED TIMBER 6723. 11 Materials manufacture and quality control for structural 13. Screens, barricades, or fences made of material which 4 glued lam�nAtwd timber of softwood species shall be in preclude human climbing *hall be provided at ovary portion conf ormance with American National Standard ANSI/AITL of o9wry 'roof bal cony -.or si mi I ar surf ace whi ch I wi thi, n A190.1-19839 STRUCTURAL GLUED LAMINATED TIMBER, and AITC- :)f the utility pole or �aimilar structurs. 117-DESIGN and MANUFACTURING. 2. The glued laminated timbor members furnished shall providw Vi design values that meet or &%Lwed the following; 5ENDINGt FU on 29404) psi HORIZON1At_ SHEAR, Fy m 165 psi COMPRESSION PERFENDICULAR TO GWsIN Fc+ (tonuion face) = 385 psi Fc+ (compression face) = 385 psi MODULUS OF ELASI'ILIfY, E = 11900,000 Psi 3. Appear'ance of members shall be INDUSTRIAL GRADE. 4. Unless otherwise spwcifi*ds a coat of end sealer shall Uw applied to the ends of all members as soon as practical after and tr i maxi ny. bur fsAcou of mte,i4Uwr% may be, but nuL nocasoarlyl sealed with penetrating swalur. 5. Mwmbwro soh all bw unwrapped QFE C'n 0 No. 75-; 84 rn M 0/07 ZD CA� REVISIONS BY M Plans drawn by. G P. FOX PDRAFTING � RE3IDENTIAL9 COMMERCIAL GUILLERMO PALAFOX 8050 E. Florence Ave. suite #27 Downey, CA. 90240 phone.: (562) 928-5467 0 pager. (562) .409-3116 Project: M 6� Sheet Title: GENERAL NOTES Project for: Project: Address,. Checked Job no. Drawn Date SHEET: OF SHEETS I MST48 GIST OR BLOCKING POST ST22 IN SPLICE SEE FRAMING _PLA&ILLED HOLE TO BE 1/32-1/16 PER SCHEDULE 3' THK CON( LARGER THAN BOLT DIAM, WASHERS REQUIRED COVER SHEATING 1/2-0 HILP SIMPSON HOLDOWN QWIK BOLT NEW RECOMPACTED SIMPSON 53ST19 ANCHOR t FILL AFTER CONST, 5/8- AB X12- LONG SIZE AND SPACING PER FOUNDATION PLAN 4 GRADE 4 4 CONT, FOOTING 4 0 CONCRETE PAD A I # 4 REBARS E/w ZIEE SPACING ON FOUNDATION PLAN H 4 REBAR 2 4' LAP N41 N, w I VrH !NTERIOR FOUNDATION POST-'TOnj SIMPSON ECC POST CAP PER FRAMING PLAN, ATTACH PER MANUF. INSTRUCTIONS WOOD POST PER PLAN 51M;=WN F05T CAP C,0NNECTION SUBFLOOR REAM PER PLAN SIMPSON MS748 PER MANUF. INSTRUCTIONS BEAM PER PLAN SIMPSON (.0 POST CAP PER FRAMING PLAN, ATTACH PFR MANUF, !NSTRUCTIONS WOOD POST PER PLAN EX, PLOOK /WALL ASSEMBLY NOTE BRA 5 EA k, CE ANSH D ORE A3 POST SEE FRAAMING STUD SEE FRAMING SIDE FLOOR JOISTS AS DRILLED HOLE TO BE 1/32-1/16 REQ1URED LARGER THAN BOLT DIAM, WASHRS' EREQUIRED EX. FOOTING A aE r) 'TION Pi U N DEJR P 1 NDAN FOU SIMPSON HOLDOWN i SIMP'SON SST S ANCHOR PT S)ILL 4 BOLTING �CHEDUI E 3-#4 E/WAY FOR H02A-SSTB20 VN F4D5A-- SST B-24 HD8A-:' Sq'828 T828 HDIOA-�SS'! 12' DEEP SO, FRI I ltl� I 4 i 4 SIZED PER PLAN 1 4 k .1 2500 PS.I. CONCRETE 4 dOLDOWN N E W F'OOTING F UCTIONS 4X STRUT OR BEAM OR BLO'C"KING SIMPSON MST PER PLAN ATES POST SEE FRAMING I STUD SEE F'RAMING DRILLED HOLE TO BE 1 '32 1,,/ f 6 ILAGE R THAN BOLT DIAM WASHERS REOUIRED II / i --- ��imfSON HOLIDOWN s IMPSON E 7 2 2 ;,A,R,R 251K't? I Q'1E C"U" ONTINOiNSPECTSON V By A _r E R DEPUI Y RrGI�,Tf, �_[l !NSPF(10P 1300 PER HD 4 4 MANUF. SCHE �2 1/2" EC. E DISTANCE .4, A EXIST. CONC. FOOTING r DRILL 1"0 HOLE, CLEAN AND PACK WITH GROUTING COMPOUND BEFORE INSERTING DOWEL #4 DOWELS TOP & BTM. I r NEW CONC. FOOTING NEW #4 CO IF, RERAR v TOP AND BOTTOM H0 DWN @ EXISTHNG 1 D,_) �INIt ON /--SHLATHING 3fAVM, PER PLAA PER PLAN P, Y'W 10 STUDS ------ 00 N1 ( -i-OOR i .LBF NAILING I / I I SIDE PEAM SEE PLAN &SCHEDULE --- " x _S HANGER PUR PL-AN �AjFIFY'��T!No 5FA�! 31JPPORTE[) BEAM + 4'W HANGER A, DOUBLE STUDS OR 4X Cis,'T IMP50N C�," P057 ANI c-TRAR .11 5F50N CC R0_CAP AI�5A DRAO "TRt),7 Al" 5HEAR 1 5^A. ..�-IINT1,..i. I // CONNECThON i' GUARDRAIL A35 PER JOISTS SCHEDULE 2x SHEAR BLKG STUDS 032 O.C, NAILS PER SCHEDULE _j SHEATHING SIMPSON H 2.5 PER PLAN 0 EA SHEAR BLKG RAF -TER SEF FRAMING PLYWOOD SHTG SEE FRAMING T. BLKG syy BALCON"r 5HEAR TRAN5FER SIMPSON A. PER SHWL TYPICIAt H SCHEDULE DBL TOF, J SHEARWAEC,, SEE PLATIE -4 IS (,'I I I- D U E, CRIPPLE CEILING JFIS-T�/_ SHE-ARWALL SEE di SCHEDULE T"T"FlICAL 5HEAR �NALLL TO ROOF ----------- - - --------- DOUBLE STUDS TYP 0 STRAPS' 5TRAF1 Tjf- SEE FRAMING PLANS TOP leIALL 5IL-L PLATE 2x4 CONT SILL PLATE PLYWOOD SUBFLOOR RIM JOISTS TYP. DOUBLE TOP PLATES TYP, DOUBLE STUDS TYP, FLOOR TO FLOOR MST CONNECTION .2 STRAP OVER EVERY OTHER RAFTf, R EATHfNC1 SEE NAILING PLAN'`, 'E ROC"' FRAMING ;t,,F R00f FRAkCNO ri RAFTE�"� SEE S-�E ,RAM r' A MIN C,' PLYWOOD SHTG C', SET' FRAMING SEF, A M N G" N b L G, N 4 J 13 1 6d MiN WN G SE E FR A M t N G F �N, l,_RAMiN(; IMPS PER SHWL SEE E E S" IC H F D J; ',0 0 'HEAR, 4F, 4 0,15F_ c-n 131 4E* ,41� `��:,Ak 1,V4,�_L1111 5HAI_L_ ILL L F) VWT��i L')X 71 �') 13 _?HfF _Ot:�K T'11 7- 5 A k, E A' J, vq L Al. A' H, 5 ff 7�') L 5 T'"f3(,)l V�'L r p4() T j NI-- -�-Fk TRAN_-1-f'1-_`R L� 5F� b L,C)N6 NAIL-'t::, _4 (job -A 10 4' )NE �v a `3 2 5 _ '� V, ':x- A, ,�Vo � 1, -r I �- 0( 4 A:3 5 F w 3/�� "AC� 5(142" e,_ v Fo�j, :2, 1 ole� 7"�E V� d4411 , �2, " 14 1 " P" AY� qj�'i,C) T 4 dD a, 2 4' J, A CD 10 2 3 '4 `'d) 4 A6, A L L V4AILIL-5 5HALL BE- 5HE""NNITHE Nl `f-H I/_ e-) HE-N RAR 5HI R25OFFT )AN-!F_R1_ N Irl-11 t ABE X CFiN=14-# F '-Ny CVTYEPRT+' 4 1C)EVOLA'ES '#LtNEL6ENT OI L C) --E OR t1A' -_)NR:�' PROVU01E 3X F)l / N --.ON(" W F( R ILL'_ ET 2- 2X PLATE5 �'4fTlrli f6d 4 3" rf)C NAH N(__ A A b F'RUVICIE _AX �`:-Tjr7�_- PANEEL Erf-310E`_-/�1 MIN AT C 4 FWOP 5EIIL:3�41` RETT?�G)FITTFIN(37 AE_,"[�) ;_,�X ' i I , i �) N(.� - F_3E e) o c, _AR V�ALI c3 4'5�b 2 X E-3L.0" J' F e,, PROVIDE !,,`2" EDO F11 -,TAN E PL -5 "0__ P E -4 A 1 Nz"_L,,, F - "U L f FRO', 11PE 5TR-1K, TI RX E-R\/A-Tf_ ION 5 L BE A50-1 A �1-1" 1393W�61401Q AJ_ve"tp�t U L N_L, "-+:,)LE-z-) 51H,'AL1'_ 1/3 2 t-1 1 t A A X 711 q L;, L L_ PLL A FE '3 f F J5EE) IN1T_H ANC,H(,,Ae T 1401 2X2X3,111(vX 4"d) '23/�( x A ED :)'OHN NUI-11-5 `_3HALL DE� Tl(� IE'N, E3F-, ,-Af=�=r_ F T ) — 1 7 c�,); A' N 1-`_'� T 1'-__R.Arf'NC� fEf_fr_,Z N HU '1 OR,' NAh1_1,-3 5HAL-L q �+4ERF RL_Y�e400P 3E 3 APPI 1 ED r- LJrl F F F3E`F RE X 5f4EARV4ALL_5 0 F-3 E ANE Ek SHEATHING PER PLAN A35 PER - SCHEDULE "ODS St k PERIPE-NIP I CULAR, - �4E:AR AN5FER F-4- Tr RAF' F_R SEE FR4�ING PLYWOOD SHTG SEE FRAMiNG L k G R p ER SH p J EA WAil SEE SCHEDULE J01" E. N r. SHE ALL STUD SEE SCHEDULE AL '5HEAR. VqA1 Roar- FE S. No 0 3 2 cc Exp. 1301o3 C/VIL CALIF/ AMr. j05 AOMES6 Col c) co C)