Loading...
HomeMy WebLinkAbout10149263.pdfLEGEND APN# 001-034-05 1, EXISTING GAS METER LOT SIZE 106'-0 x 56'-6` 2, EXISTING ELECTRICAL PANEL LOT SQUARE FOOTAGE 6,137 0 z 3. EXISTING WATER METER 4, NEW A/C UNIT MOUNTED ON 4 INCH CONCRETE PAD 56'-5" 40/-8/1 worem APN# 001-034-05 LOT SIZE 106'-0 x 56-6" LOT SQUARE FOOTAGE 6,137 '3'- 4 LANDSCAPE 1,120 SQ, FT, (N) EAVE 3-0- (N) '[4] — — — — — — — — — — — — A/C A- G -N-1 T�, < > fi 1/4' 1 FT. /DRAINAGE N,` VEXISTING ,\VEXISTING & ADDITION`� RESIDENCE SQ, FT, 1/ � 7i, 19 TH ST. 18 TH ST. 17 TH ST. c' a e 11 % CD z� COUNTY ASSESSOR'S PARCEL LOT NUMBER APN 0001-034-05 I City of Santa Ana CtJ Plan Check No. 10149263 Address 1801 N. ALONA ST, Contact Person: Phi( Robles Phone No, 714-335-6865 Checked by: PAUL MELBY Date: 05/06/05 Applicable Code 2001 CBC, 2001 CPC, 2001 CIVIC, 2001 CEC Occupancy R3/Ul Flood Zone Type of.Construction V--N Phone No. 714-647-5812 Year of Construction 1951 C) (E) I fl I I I I I F,7 ,V- 1-4 - 7F� �D (E) < > 1(N) 0 I EXIS TING 1 6 GAR GE < > (N) SQ, FT. 260 EVE > ( LLJ E) D- <j: DR.IVEWAY, C1j U L-1 GF', CL <E U <1 0-1 —4-- — ----------- '(E) SI,DEWALk [3] (E) LANDSCAPE (E) GUTTER 61-01, II'-0" I10/-0// -1-801-ALONAST.--- PROPOSED PLOT SITE 17'- 0'/ 91-21, Li DATA SUMMARY SUMMARY EXISTING GARAGE EXISTING LIVABLE SQUARE FOOTAGE NEW ADDITION SQUARE FOOTAGE NEW TOTAL LIVABLE SQUARE FOOTAGE TOTAL LIVABLE SQUARE FOOTAGE REVISION DATE REV. A 07/29/04 a 23/ __ 1`3 �lvl REV. B 02L __05 BEV- Q 04/19/05 to REV. D O7Z12Z05 REV. E 08/16/05 z -pvu > i (X LO InT (n --f (0 to CO 0) 0 aAL V ELV�IAMO I= N ALONA ST. L0 rl- SANTA ANA. CA 92703 n (0 Li P"ONE 714-972-23M5 _j -4 (0 C) ON! Ld f-� uj a) m :2 z LO "J, a tn Lo Z t'j < Z T -v MAP LOCATION 0 -1 z F- w X < w < 'j <o < 2 0 Z ry M C) < Z) LLJ a ca LL -j C5 -J 0 z _3 < < LLJ .4 CL 0- w 0. INLAND ENGINEERING & CONSULTING, INC. SHAWN NIKJOO 4883 E. LA PALMA AVE. ANAHEIM, CA 92807-1957 OFFICE NUMBER 714— 777-7700 IMAGINATION UNLIMITED DRAFTING AND DESIGN PHIL ROBLES P.O. BOX 6553 SANTA ANA CA, 92706 CELLULAR NUMBER 714— 335-6865 DRAFTING & STRUCTURAL ENGINEERING 02 1, FLOOR PLAN EXPANSION SEE DETAIL NUMBER 4 DESCRIPTION, EXISTING 260 SQ. FT. EXISTING 854 SQ. FT. NEW BEDROOM 4 263 SQ. FT. NEW BEDROOM 3 303 SQ. FT. NEW FOYER ENTRANCE 98 SQ. FT. NEW BATH 2 53 SQ. FT. NEW CLOSET 20 SQ. FT. NEW HALL A 32 SQ. FT. LIVABLE SQ. FT. TOTAL 769 SQ. FT, NON LIVIABLE FRONT PORCH 62 SQ, FT SHEET INDEX SHEET NUMBER DESCRIPTION T-1 INTRODUCTION COVER SHEET A-1 EXISTING / NEW FLOOR PLAN A-1.1 EXISTING / NEW FLOOR SCHEDULES PLAN A-2 EXISTING ELEVATION VIEWS A-3 PROPOSED ELEVATION VIEWS S-1 FOUNDATION AND FRAMING PLAN S-2 EXISITNG CUTTED ELEVATION VIEWS D-1 GENERAL NOTES D-2 STRUCTURAL DETAILS D-3 STRUCTURAL DETAILS D-4 STRUCTURAL DETAILS TITLE24 FORMS AND SPECS, SCOPE OF WORK `7 L lev 11511�-A,111�zlllll"�' A I Cnv """.11 Z;wvu a, "kna' NO i c" sn'tiT X p € Ana�"'l C Z ro, V'�ws' Ciry OF A,IA Date Issuedil A- PLANN11",IG DIVISION lz ACT' 71 C eyl -I0. w w z 0 U) J Im CL W a > W 0 U) 0 0 0 IL Z 0 p. CC Z X w Lr) (C) z Ld < 04 0 < 0 P- C ry z CF) 0 1 FO LLJ LLJ -j < :20 < <z x - �'; < U-1 z 3: < I-- z 5;0 zo -0 LLJ -1 00 V) D< m v-- - PROJECT NO. 05827 COMM DRAWN B PHIL z REMS10A r REV, 8 5 0 08 SCALE 1/8" T-1,DW Nor 081161405 OPP- wxm w NOTES: 1. EXISTING DOOR TO BE REMOVED AND SEALED, 2. EXISTING DOOR TO BE REMOVED AND SEALED. I EXISTING DOOR WAS REMOVED AND SEALED. 4. 5. 6. RELOCATE SLIDING GLASS ENTRANCE/EXIT TO BACK YARD. 7, OPENING AREA FOR HALL WAY LEADING TO BEDROOM 3 AND 4. 8. OPEN ENTRANCE TO GARAGE INSTALL 1 HOUR FIRE RATED DOOR. 9. RELOCATE STEPS TO MATCH WITH NEW SLIDING DOOR LOCATION. 10. ADD NEW 4 STAIRFURNACE ATTIC DUCTING DISTRIBUTION TO COMPLY WITH TITILE24 HEATING. STANDING ON A 3 FT. HIGH BASE. 11, ADD NEW APPROX. 4 TON AIR UNIT TO COVER EXISTING AND NEW SQUARE FOOTAGE. TITLE24 COMPLIANCE LOCATED AT REAR OF HOUSE. 0 1 z NOTE 9 LEGEND EXHAUST FAN FOR BATHROOM WEATHER PROOF FLOOD LAWS INH13USE LIGHTING FIXTURE CE G.F.I. 110 VOLT OUTLET G.F.I. CE 110 VOLT OUTLET (SE 240 VOLT OUTLET FOR DRYER G.F.I. D f?WP 110 VOLT WEATHER PROOF OUTLET BOX G.F.I. S SINGLE THROW TOGGLE SWITCH JQ JUNCTION BOX THREE WAY TOGGLE SWITCH riri MASTER PANEL A rA'� IC/ BE"# I HOME RUN TO EXISTING ELECTRICAL PANEL/BREAKER NEW NEW BEDROOM 4 BEDROOM 3 263 303 SO. SO, FT. FT. ASSIGNED TO EXISTING AREA FLOOR PLAN NEW FOYER ENTRANCE 98 SO. FT. NEW BATH 2 53 SO. FT. 0 COMO WITH LIGHT AND FAN NEW CLOSET 20 SO. FT. EFFIBCIENT ENERGY LIGHTING NEW HALL A 32 SQ. FT. 1 1 — 10" V 5'— 10 1 -K'— A" C, Irr"r, a I M K I /% -rr- e% I 01 17'— 0" WALL LEGEND CLOSING WALLS N OPENING WALLS SCALE 1/4" = 1 FT EXISTING FLOORMEMOLISTION PLAN r__Ir�l L!k%" NEW LIVABLE SO. FT. TOTAL 769 SO. FT, NON LIVIABLE FRONT PORCH 62 SQ. FT. I 0 I 0 co I 0 0 E in 21 f —10 NEW LIVABLE AREA SQUARE FOOTAGE 769 SQ, FT, NEW NONE LIVABLE AREA SQUARE FOOTAGE 62 SO. FT. 14 $ —0 " 1 4'—Off NOTE 11 —A„ 22I— 8" 4 0 to 4�_0)1 —1 N (N) 18x24 LOCATION OF UNDERFLOOR ACCESS CRAWL HOLE MIN SIZE. (N,' 0 UNIT 0 9 A ' — — — — �b_wp_ E N(IN a C 0$9-V -A I /U 12 1 INCZH 0 it r 01 z (0) "e7o 0 0 L (N) (N) rrI --3, to 'z /bEDROOM 4 BEI�ROOM303 SO FT/3 / X6 - /:=c 263/,'§8. FT.7/ I I j­6 IN LAJ 7'ew-77-HAL -/A 31, ow-/ z 32 FT. LSdMS 7— 0 V) (E) < R z 00 DINING AREA to z U-) 243 SO. FT. 1> < Z U Z _J E :C; _J 0 M: 0 C14 r ----------I__,1BA TH.1 46S(F ­ LzaDz 10 INCH LEGEND IF 49 EXISTING /PROPOSED VENTILATION REGISTERS 8"X14" PROPOSED A/'(, Dlj(, LEXISTING/PROPOSED INTAKE VENTILATION REGISTER NOTES 1, LEAVE PLENTY OF SPACE FOR SERVICINC, AND INSPECTING THE UNIT THE COOS CALLS FOR A SPACE NO LESS THAN 36 INCHES MCE BY 6'-P" HIGH, 2 ALL rILTERs, rua VALVES AND AIR HANDLERS MUST HAVE AN UNg)LISTRUCIED ACC[;S ',PArF IF ACCESS IS IMMEDIATELY ADJACENT TO THE FOUIPMENT THC MISONANIC& AIR OMTKNMA""M oQ"SMjW1jWA"TM ,�PACL W',T MEASURE AT LEA 22 INCHES By 30 INCHES, DA%T MALOCK400 .3, 16 GAUGE METAL DUCTING THROUGH FIRE I HOUR WALL GRANGE CA. 5. 7MV*ME NUMOR 7i4_266-9171 PAGER HUMOR 714-633-3247 WALL LEGEND NEW WALLS j4 14, —0 I EXISTING WA 6 INCH WALL 02 SCALE 1/4" = 1 FT z 10 INCH (E) BEDROOM 2 206 SO. FT. 01 0 z X W J 13SO-10 (E) TIT ------- e� LIVING AREA U 153 SO, FT. W (N) nl, C'j CT) /BATH 2 %%0 Iz z 0 U)/6 / ff z Do — - (/) I (D / 1-110 00 R­ � Z 00 00 / - rr, 53 .—F NOTE 8 _T1 7 INCH/0 t SS I Of 0 Ldm F= i V) 4�- 57< Li (C) ol /r (E) (N) ''1, 0z BIEDROO4 i N "1 FOYER ENTRANCE � 210 SQ/. FT./ 98 SQ. FT. ) .141 LIJ z L //SS IJ 7 W; 0 4040 X040 /4'04� (eN (N) 000 <N)S /TEP UP_/ tO) F REN T PORCH 3V —7Iv rrIvZ4.1,01 z PADS 12X12x18 POST PADS # 4 REBARS BOTH WAYS 111 4 REBARS BOTH WAYS OB = Battery Smoke Detector for existing Locations OW = Hard wired Smoke Detector for new Locations SMOKE DETECTORS NOTES, 5. Smoke detectors shall be provided In all new construction, additions and Interior alternations with a valuation over $1,0=0. In new buildings, smoke detectors shalt be connected to the building wiring system and be Provided with battery backup. In existing room smoke detectors may be Powered by battery power, tCBC 310.9.1.2 & 310,93,31 6. Smoke detectors are required In each room used for sleeping, centrally located In the wall or ceiling In corridors Provideing access a or or me stairway. each separate sleeping area, at each floor basement level and in close proximity to the airwoy, tCBC 310,9143 7, Smoke detectors shatt sound an alarm sudible in all area of the building or be Interconnected, [CDC 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 00JOInIng room, (CDC 310.913 I 't 7 0 — 10 )) 1 8 $ — 8 ft I/ 10'— 4" 41 0" 6 1 — 6t ' 4�1 REV, C REV, D REV, E REV. F REV, G REV. H REV. I DATE 11/05 11/07 11 /12 A L0 U) It (0 QD I 00 0) ILO (D I I 0 Uj LIJ M M M C U`) L (0 < Z CD X z < CK --I_J — < 0 0 < M _J ::> 0 W U -J C; Z _J _j . <) LLJ < CL CL V 0 %I (0 0 0 _.1C14 C)f r- LLJ C14 0) 2 Z I,- V) (.) 0) Li z of ,� 0 LLJ _j LX LU < < Lj Q i- z o z 0 00 PROJECT NO. COMMENCED :j DRAWN BY PHIL ROBLES .0 HATE REVISIONS n AJ r REV. I 07ASIO8 SCALE 1/4" = 1 FT A -lb -DWG 07/25/05 WINDOW/VENTILATION SCHEDULE WINDOWS Sa Fl. EXTERIOR LIGHTING WINDOWS SQ. FT, VENTILATION FLOOR PRINT ORIGINAL AREA NUMBER LOCATION TYPE SIZE CALL OUT SIZE ' DESCRIPTION EXISTING/NEW RECOMMENDATIONS SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE BEDROOM 1 VERTICAL HUNG 36"WX48"H 4040 SLIDE VERTICAL NEW 02 BEDROOM I VERTICAL HUNG 36"WX48"H 4040 SLIDE VERTICAL NEW FRONT FOYER VERTICAL HUNG 36"WX48"H 4040 SLIDE VERTICAL NEW SHALL BE TEMPERED GLASS FOR SAFETY 98 SO. FT. 10 SO. FT. 5 SQ. FT. GLAZING ADJECENT '10 A DOOR AND WITH IN 24 INCHES 04 GARAGE VERTICAL HUNG 36"WX48"H 2030 SLIDE VERTICAL EXISTING KITCHEN VERTICAL HUNG 36"WX48"H 2626 SUDE VERTICAL EXfSTINC 101 SO. FT. 10 SO. FT 5 SO. FT. 06 BEDROOM 4 VERTICAL HUNG 36"WX48"H 5040 SLIDE VERTICAL NEW 07 BEDROOM 4 VFRTICAL HUNG 20"WX36"H 5040 SLIDE VERTICAL NEW 08 BEDROOM 3 VERTICAL HUNG 36"WX48"H 5040 SLIDE VERTICAL NEW 09 BEDROOM 3 VERTICAL HUNG 36"WX48"H _3040 SLIDE VERTICAL NEW BEDROOM 2 VERTICAL HUNG 36"WX48"H 3040 SLIDE VERTICAL NEW 206 SO. FT 21 SO, FT. 10,6 SO. FT. 101 BA DH 2 VERTICAL HUNG 36"WX48"H 3018 SLIDE VERTICAL NEW FROSTED CLASS 53 SQFT, EXHAUST FAN SAFETY GLASS 60" ABOVE DRAIN TO BE SAFETY GLASS U2 LIVING ROOM DINING AREA 05 DINING AREA 200 NOTES' l, Sleeping rooms must have o window or exterior door For emergency exit, si\i height not over 44 inches above floor, 5.7 square feet of operable area, 24 inch clear opening height-, 20 inch clear opening width, [CBC 3104] 2, Minimum window area to be 1/10 of floor area (not less than 10 square feet) and 502 openubie at muster bedroom, at master bedroom [CDC 1203,31 3, Bathroom or sevice room minimum window area to be 1-1/2 square feet operable or, provide o nechunicni ventKution system capable of providing five air changes per hour. 4. All exterior windows will be certified for an 80 nph wind pressure with an exposure C, 5� Glass and giuz\ng shall be in accordance with CBC Chapter 24 section 2403' 2404' and 2406, \ \ \ NEW DOOR \ EXISTING DOOR NEW SLIDING CLOSE7 DOORS [XIS{TwG SLIDING CLOSET DOORS DOOR SCHEDULE DOOR L RAME DETAILS REMARKS MARK SIZE TYPE MATI -1 FIN41 RE MAT'L FIN HEAD JAMB X 61-91 S,C V.D. PAINT dOOD PAINT WOOD WOOD 'E> SINGLE TYPE: STYLE TEMP GLASS /P A 11-11 X 11-11 SY.V.D. PAINT IDDD PAIN_ WOOD WOOD (E) SINGLE CAR TILT UP 64RAGE 21-21 X 61-81 S.C.V,D PAINT WOOD PAINT WOOD WOOD (r > SINGLE TYPE STYLE cl) 21-TI, X S.C,V.D, PAINT /0CID PAINT WOOD WOOD UTILITY (ACCESS TO EXISITING WATER HEATER X 11-11 S,CVB PAINT YOOD PAINT WO - JOD 1 3/8 INCH THINK DOOR OR 80 MINUTE USE t RELOCATE EXISTING ONE ON EAST SIDE 5' X 6' -8- CLASS �LUM, PAINT WOOD WOOD (E) SLIDING TEMPERED SAFETY GLASS 07, a-.- x 6,-,,,- Ycm I), dOOD PAINT WOOD WOOD (ND SINGLE TYPE STYLE I�'- 6' X 6­ 8' D, PAINT �ODD PAINT WOOD WOOD (N> SLIDING CLOSE-- DOODLE TYPE STYLE 2'- 6' X 6'-8* iC.V.D. PAINT dOOD PAINT WOOD WOOD (ND SLIDING CLOSET DOUBLE TYPE STYLE (Do 11- S A-- 4 S'VA, PAINT GOOD PAINT WOOD WOOD (ND SINGLE TYPE STYLE 81-81 X NT aODD PAINT WOOD WOOD (E) IANGLE TYPE �'IYLE 102 51-01 X 61-R, �URTAI 4 �LUM. PAINT WDOD WOOD (E:) SLADING TUB AND SHOWER CURTAIN ROD 103 21-81 X 61-8* YCNIT, PAINT WOOD PAINT WOOD WOOD (E) SINGLE TYPE STYLE 21-61 X 61-81 i.C,VJ) PAINT 400D PAINT VOIDD WOOD (F) SLIDING CLOSET VOUTLE TYPE STYLE i5 21-61 X 61-81 i.C,V,D. PAINT JOOD PAINT WOOD WOOD (E) SLIDING CLOSET DOUBLE TYPE STYLE 016 2f_81 X 61_5r �OVR, PAINT �OOD PAINT WOOD WOOD (E) SINGLC TYPE STYLE 2', X 61-81 iCVD. PAINT dDOD PAINT WOOD WOOD (N) SLIDING CLOSET DOIJBLE TYPE STYLE 21-81 X 61-81 4,C.VR, PAINT WOOD PAINT WOOD WOOD (ND SINGLE TYPE STYLE � D19 2'-6' X 6'-8' GLASS �LUM PAINT WOOD \-/ODD (N) SLIDING TEMPERED SAFETY GLASS L4ARDWARE_�LWES: LEGEND: jALL SOLID CORE DOORS TO HAVE 1-1/2 PAIRS BALL DEARING HINGES. S,C,W.D � SOLID CODE WOOD DOOR CONSULT OWNER FOR DESIRED HARDWARE FINISH. Hf,V,D, = HOLLOW CORE VINYLE DOOR 2. GENERAL CONTRACTOR SHALL DEVELOP AND FURNISH A HARDWARE SCHEDULE <0 = EXISITIN6 DOOR AND SUBMET TO OWNER AND DESIGNER FOR REVIEW AND APPROVAL. (N) = NEW DOOR 3 CONSULT OWNER FOR REQUIREMENTS [IF WHICH DOORS ARE REQUIRED TO HAVE. LOCKSET11, AND WHICH DOORS ARE REQUIRED 10 HAVE ROOM FINISH SCHEDULE KEY FLOOR BASE WALLS CEILING FINISH WALLS . . . T NOTE 2 2 COATS SEMI —GLOSS ENAMEL NOTE 3 NATURAL FINISH NOTE 4 STAIN NOTE 5 TAPE JOINTS & TEXTURE AT FIREWALL NOTE 6 KNOCKDOWN TEXTURE W/2 COATS NOTE 7 KNOCKDOWN TEXTURE W/2 COATS NARIF BEDROOM I X i I X X j X 8'-0' BEDROOM 2 A X X X 8 _C� PORCH EXTERIOR X A GARAGE ATTACHED X [1] Existing Bose Cuhinet �� Relocate Existing 3/4 inch water outlet parnKc( to same. location F�l Existing Upper Cabinet PD [3] New 18`x24^ location of underfloor access crnwl, hole min, size, Closet she|ving 12^ min, [�7 Exisiting Double Sink w/Disposui 05 Specify nokeupnn one -hour fire -resistive construction on +he garage Gyp. Brd, type ^X' i hour fire rated floor to roof rafters, -- side for woiis' ce|Uings' posts und beam of garage adjacent to or supporting the dwelling, (3024 and T 3-13) == [�l Existing fire fu:e chinney tpm_ ��Q [7] Existing o/^ inch water outlet relocated new �ocutioa pvrulte/ to sorne. E7]. F�l New Luminous/ Inc ondescent Ught}ng and fun combo, baO F_9l Existing Washer oppiiu"ce �� == K:Oj Existing dryer appliance C�8 �� RE Linen Base Cubinet c� �� Linen Upper Cabinet [�l New Reces5ed Meolicine Cabinet -Top to Align w/Top of Mirror P1 �� __ New Steel Tub v/Thinset Tiie to 6-8^ AF�F and Shower Curtain Rod, F�3 n] New 42 Inch DPX 60^ Wide Shower (Ceramic Tile) w/Thinset Tiie to 6'-8^ �g 0-6l New 24^x36^ attic access entrance (See Sheet M-1 for Details & Notes)[M O7] New F�A,u, In A�t|c [1, Now Intake- air ventxotion 'ucut|on GriTIe 109, Existing Water Heater on 18' High PtatForm FLOOR PLAN MOTES &.1 NORTH REV. F 0, REV. G OM m UNIT c� U I �� I 1U �/ (KJ) c/ ,~ c' �, -� /KJ� U �n | -- | | �� � �� U l���T) ' lFl�� '� 'n - .. ,^ �^�='``^�' ' ° p� - ������[lk4 � ' ' ' ' ^�^-=^`�`^' ' ' | | | 303 SQ. FT. 263 SO, FT, || | � ' . ' ._-__-1_-_-1 [-_-1_--_ __~|| ' . | L�/ �-1 | F----- ------ ---- ---1 / � | ~~ ~~ � (K]l \ || . ' ~`^ bJ HALL A 32 SQ. FT. U | | �[�� 0'^-' O DINING AREA 1 Z o �-^' ~m;71 243 SO. F[ LF m 0~~ o . �� �- -- �� o |CC| �] |Li/ CD PLUMBING GENERAL NOTES LIVING AREA BEDROOM 2 I i ' / | | [] BAT"/ /| (19 «» [] �� ' ' v) /Z/ Fq i ~~ S, Q. ' T. L / _] L_ FOYER ENTRANCE S8SQ. FT, || | .. .� || �| �rcl U _JL_ _] STEP UP 02 co FRONT .0, {JON[-EK^__---�� =� -� ~ -��\��8PO���PW)�--------- 1202m$ POST PADS #4 RcgAmSeoT* WAYS #* nsBaeSooTn WAYS 2. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF D^ WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 3. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLALNG AND SHALL NOT EXCEED CBC SECTION 2320.0.3 ALLOWANCES. 4. NOTCHING OF EXTERIOR AND BEAR|NG/NONBEAR/MG WALLS SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES IN 8EAR|NG/NONBEAR|NQ WALLS SHALL NOT EXCEED 25%/50% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BOREDMDLE BE NEARTER THAN 5/8 INCH TO THE EDGE OF THE STUD, (232011.9 AN 232011]0) I Z [AY, A k*_19j;j Li m | }| r�* m � :2 w ~ q �� � LJ � �� LLJ m uc co � < � CS < �� 0 < U CL CL m 0 > a- � u r�)~` omdDo Ld m_~ -� D .� 00 � � 0� ~� LAJ�� UJ :7 {�� ��UJ - ' _- a 19 Ld �� �� L� �� �~CC WALL LEGEND ---------N�VV��||� '��,, ,,���� ��|�T|N/� WALLS ��'`'�' ' " ``� LM ^ LIJcu ' -� u Q� un Lj 0m < < < �� { _ �� -J Q �� r^ < E7) < CO < �c O :2 10 CL PROJECT NO. SCALE 1/4" = l FT 08/15/05 Am 1 . 1 �c REVISION Moto" REV. A REV. B REV. C M m � d' d• d' {� CU to (" Of W M z co � M Q ZZ -n W Ln tJ 5 Z 0J to `r Z J � Q 0 p `� Q� Z z M m< w w t.' •-� Z .J U C CL (i V)) U > d z � — —� z 0 0 DOOR ADDED TO BEDROOM TO BE REMOVED SIDE DOOR ADDED TO BEDROOM 12 12 r 31 3i D �p D00 D • 4640 4640 5040 (E) (E) (E) 5M 8 (E) STUCCO STUCCO STUCCO STUCCO CRAW WOW PS UP mAT GgAnr ---------------� IEXISTI 1 ' ' E�. 1 VIE EXISTING EAST ELEVATION !' TION VI SCALE 1 /4" = 1 FT Fo3 SCALE 1 %4" = 1 FT W .rNr Z 0 Q (E) W DOOR SEALED ASPHALT SHINGLE 12 12 3� W \ ' •/ r ' VENT to ,n '00i ¢� 6E38EEE (1)°' STUCCO :2 20 130 S NCCO STUCCa 3030 0Cz CN F- �c tN I i 0 uj cn0 Q Cr_-J o Q t r� I-- NXT. GRADE OAT. GRAD w Fy Cz C) Q p © M — V) tl PROJECT NO. 9s-4» 20-8" 4'-6" 2'-6" 3'-4» [2'-0- 2'-0» 2'-0" 4'-4» 2'-8" 70-8» COMMENCED 16'-8" 26'-3" 22-3» » yr�� DRAWN BY 43-0 PHIL ROBLES lj REVISIONS DATE REV, C 06/15/05 P' EXISTING NORTH ELEVATION VIEW: EXISTING SOUTH ELEVATION VIElldwb� AL - ` SALE 1/4" 1 FT A-2.DWG 08/15/05 SCALE 1 /4" = 1 FT SCALE 1 /4" = 1 FT Amz NOTESt Valley Flashing Materials REV. A 02 14l 1, Steeping rooms must have a window or exterior door for emergency exit, sill height not over ATTIC ACCESS REV. B 07/14/0 9, Use sheet metal flashing for any valley that's at leash REV. C 07/22/z 44 inches above floor, 5.7 square feet of openabte area, 24 Inch clear opening height, 20 inch REV. D 08/15/0 j clear opening width. ECBC 310.41 A. 12 inches wide for roof slopes of 7 in 12 and more 13, Attic access 22' x 30' min, with 30' min head room, 2. Minimum window area to be 1/10 of floor area (not less than 10 square feet) and 50'/. openabte ECBC 1203,37, B. 18 inches wide for roof slopes between 4 in 7 in 12 14, Install 120 Volt receptacle outlet is required within 25 ft, of attic if services is done in near future �LO C. 24 inches wide for roof slopes between 4 in 12 with toggle switch close to attice access entrance, CO 0) 3, Bathroom or sevlce room minimum window area to be 1-1/2 square feet openabte or, provide a (All metal flashing must be at least 28-gauge min. corrosion -resistant)+, mechanical ventilation system capable of providing five air changes per hour. r? 07 � � CRICKET SLOPE DRAINAGE 4. All exterior windows will be certified for an 80 mph wind pressure with an exposure C, Roof Ventilations '- 15, Minimum 1/4 inch per font roof slope for drainage r` h o � 5. 10, The total free (net) area of the ventilators should be equal to or design to su art accumulated water, (1506 and 1611.7) O Tempered glass per Sec, 2406,41 q 9 PPP W Safety Glazing 1l150 of attic area space. w (Example Only) 6. A, Safety glazing Is required at wardrobe door. Per Sec, 2406,5, UNDERFLOOR VENTILATION OPENING For an area of 1,200 square feetyou'll, need a total net ventilating z B. Glazing In doors and enclosures for bathtubs and showers shall have Category II Z w , Q Z classification per CBC Chapter 24 and UBC Std, 24-2 Window at tub within 60' of drain is area of about 8 square feet, or 2 square feet for each of four 16, Opening size and location equal to sq. ft. for'each 15a sq. ft. of underfloor area, © Z I to be safetylazed. P m x st ir <[ j g ventilators. Openings shall be as close to corners as practical and shall provide cross ventilation along the Q O O J : Duets of at least two opposite sides. Openings shall have 1/4 inch corrosion resistant metal mesh to � _J 7, Ducts piercing watt between house living area and garage shall be 26 GA, G.L material in the garage GypbOarCa type "X" covering. (2306.7) <( © Z -J sealed at edges, and no openings into garage, Clarify. Sec. 302.4, 11. Watt and floor between house living area and garage (R-3 to U-1) OPENABLE VENTILATION shall be 5/8' type 'X' gypboard on garage side of watt or floor, FIRE NOTES= 17, Openobie ventilation area of habitable rooms must be 1/120 of the room floor area with a Walt gypboard to roof sheathing with taped joints, Sec. 302,4, minimum of 5 square feet (1203.3) 8, Provide house street number visible and legible from street, Numbers shalt be of non combustible 12, Provide fire protection of ceiling and watts, 18, In every bedroom , provide one openabte escape window meeting all of the following: materials In Special Fire Protection Areas, O,C. Bldg, Ord. Na, 99-10, an openabte area of not less than 5.7 sq. ft. a minimum cleare 24 inch height and 20 inch width, and a sill height not over 44 inches above the floor. (310.4) (FRONT BEDROOM) NOTES. 1, EXISTING DOOR REMOVED AND SEALED WITH STUCCO. 2, 12'X18' White GtIff1424WH Approx. 2,6 sq. ft per vent Required (4) Ptcs EXISTING ASPHALT SHINGLES 0 12 31 12 31 �? VENT I } E NOTI^ 1 W/H I j a i=J" a 11 } TUCCO-'ti-- (�) 4640 4040 4040 .. } �' , '^`STUCCO-:.- (N) .(N)' (N) i - �0. 5038 I•` ' I a j '-`-;STUCCO--" STttCCO i MATCH EXISTING I c= STEPS UP 4 t �J GRADE ADE STEPS UP TEPS UP NEW EXISTING SLIDING GLASS DOOR ttr �rti U) (N) = NEW WINNOWS TO INSTALL (N) = NEW WINDOWS TO INSTALL 14'-0" 22'-3" (E) = EXISTING WINDOWS (E) = EXISTING WINDOWS 43'-2" Z t rrr SCALE 1 j4" = 1 FT PROPOSED WEST ELEVATION VIEW: SCALE 1 j4" = 1 FT ~ I [04 PROPOSED NORTH ELEVATION VIEW: ��,► 4 > z W i A Minimum 1/4 Inch per foot roof slope for drainage W or design to suppport accumulated water. (1506 and 1611.7) 12 Q 31 12 31 iL cv ao a ' -°'- -STUCCO-r".,�• �, ro C-4 `" STUCCO-' p LO Po OPEN 3018 ' I I O o i (N) t i) rr7 —i N FRONT Q W • STUCCO TO MATCH EXISTING PORCH 3030 ''�'`~TUCCO-�"'�-= # 3030 < W 00 a' }� 5040 5040 AREA STUCCO TO MATCH EXISTING (E) (N) Z O � (N t i STUCCO T0. MATCH EXISTING o� V) v 0) (N} ) • <t < Q i '• ' ► w > Z Z ENTRANCE NAT. GRAD NAT. GRApE t— Z Q CRAWL r NAT. GRADE 8'-6" 2`-6" NOTE 16 NEW EXISTIN O � a' vim•) CL k '— " ' 6'-0" 5'-10" EXISTING NEW PROJECT Na. „ " ,. 17'-0" COMMENCED $'-7" 2'-6" 10'-2" 10'-4" 10'-4" 10'-2" " " DRAWN BY 26 -3 14 -0 PH ROBLES ,; REVISIONS WE 9 „ 43 — 2 REV. D O8/15/1 i (N) = NEW WINDOWS TO INSTALL (N) = NEW WINDOWS TO INSTALL t �` ; ,'� ` �' SCALE 1/4" - 1 FT w �;t i (E) = EXISTING WINDOWS (E) - EXISTING WINDOWS A-3,DWG = ;a` 08 j15 j05 �y PROPOSED SOUTH ELEVATION VIEW.? . SCALE 1/4" = 1 FT PROPOSED EAST ELEVATION VIEW: E05 SCALE 1/4' = 1 FT ' ,,'' A=3 MM# ry 0 7 REV. A 1 02/23/0 REV. B 04jL04/0 REV. C 07/28/0 REV. D 08/15/0! SCALE 1/4- = 1 FT (N) CRAWL SPACE ENTRANCE 18'x24' MIN, 6 '_0' *GIRDER -SPACING TYR) 01 07 5/8' 0 A.B. @ 32# O.C, /� D-4) -- — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — 0;; — — — — — — 02 U — u — — — — — —— -- 1, ('0 �7 I; cn 2, co D-4 11 Sim. V i7i cu I I i 2X6 F. J. 2X6 F.J. pi 16' 16' 0,C, p 0 A 02 L D I v -44 D 4 L Of yd (III I!II(IIII a��'� c L w w L, I . ro 8 ro 8 2 D-4 0-1 — D-4) LD 10 0 10 ID ?/ I 'v� IIII 2. D-4 71 -dO-- Sd31 _7 -7- q ADD 5/8 0 THREADED Z_ _7\ RODS WITH SIMPSON SET ADD 5/8 0 THREADED 19 EPDXY 4' MIN EMB. 15 RODS WITH SIMPSON SET 0 11 �D-� EPDXY 4' MIN EMB, D-4) z OO'_' 11� - uj (0 z (E) z 0'_.' < Li BATH 1 6 DINING AREA I� A 46 SQ. FT. i lip, (E) BEDROOM 2 u (E) ---- i3so-13 KITCHEN (E) (3) ---- ----- LIVING AREA u (N) I �BATH 2 ©I z F_ 'I E) --------------------- CHIMNEY _j L.:1 6 z F- cn En x (E) w v cn _j FOYER E N R-AN' C_�_ uj 1'! 01 z 7 D-4 ko 7D - 47 II x:OII I I (u lIII 4:!� - - 1----------- - - V - - - - - - - - - - - - - - - - - (E) M -M- ?0 - - - - - -- - - - GARAGE - - - - - - - - A--- - - - - - - - - - - - 07 < N)STEP UP D-4 K19 FRONT �D-4 PORCH 5/8' 41 A.B. @ 321 0,C. _MRQ. EIN�F-. -1 IZ 1�1 Ln "I Co p Ivy F) 107 PADS I8xI8x18 POST PADS CONCRETE NOTES 2—# 4 REBARS BOTH WAYS 3, 2—# 4 REBARS BOTH WAYS ADD 5/8' 0 THREADED RODS, R 32' O.C. 7'MIN EMB. W/SIMP, SET EPDXY A- 30' SQUARE 18' DEEP CONC. FTG. PAD REINFORCE EXISTING W/ #4 HDRIZ BOTTOM @ 12' O.C, EA. WAY (TYPICAL) 4 INCH THICK SLAB 2 % GRADE LEGEND z EXISTING FOOTINGS - - - - - - - - - - - - - - - - - NEW FOOTINGS 12 INCHES WIDE X 12 INCHES DEEP FOUNDATION PLAN —2" 4'-0" OVER 02 IM HANG D-3 L=4' L2 02 - - - - - - - - - - - - =D-3 L=6' (N) 4x6HDR. _779 — — — — �N) rlstau4x HDR. 11101110.01100 (A _wt u u 07 A fI D-3) �III i` 2X6 R.R.'S 0 16" O.C. I 2XI5 R.R.'S @ 16" O.C. N 2X6 R.R.'S 0 16" O.C. (N) 2X6 R.R.'S @ 16" O.C. C. rO 5'), 4h. Z'r1 x "__-Q0 -3) 0) z x � D 2X8 C.J.'S @ 16" O.C. 3:, 11_� 2X8 C.J.'S @ 16- O.C. 05')1 D-3/ 11: D=3) OD (N) 2X6 R.R.'S 016 O.C, F7 1 C-) I L w (N) 2X6 R.R.'S @ 16" O.C. )R r, u -c' o 1 <�q �D-3;; 00 w II z LLJ 10 x 3- 00 CN x z r- I N, j ri 0")i L=14' D-3 6, �60' C14 11-1 q* L=18'-6" w 9 z I? elf 0� e-11 �,D z 9 mangos don 3 1 9 ly:2L a engage annownsommonown rrrrr n SdalSN 0 MDR season V) PS 0 z < V) CRICKET C 0 � yI z z ��) _j -\I V) I= = 0 T (1) x 1- z1Z ca z < LLJ _j CALIF. FRAMING _j D' w k I 6 6p— 021 SCALE 1/4" = 1 FT WALL LEGEND ry x 0) =K9 @ I Min j (E) HDR. 14'-4" NEW WALLS EXISTING WALLS NEW SHEAR WALL 6 INCH WALL (E), 2X8 RIDGE 8RD. CALIF. (FRAMING (n Cli 0 0 06 N) "HU" HNGA D 3 BO ENDS Ld z R.RX-0 16" CfA (N) 2X8 R.R.'S 0 16" O.C. cy'_ JA35 8" N ?N)2X�6 r 9 If ro i C., 16' O. -3 (N) 2X8 C.J.'S 0 16" O.C. .4x8 ,R. 05 NUNN 4x8HDR. 4:k8HCFR. 2 (N) R (N) .'0 6 O.C. STEP U L=5'— OVER P. 1013X SILL PATE C� HANG (N) 2 6 c.J.'s x — III rn 0 16 ro 1"� 0 0 'C. k N) FF ONT. ' 0" 21 04 4'— PC RCH SIM. L CON X* FIN F-. 11 FIN. 0 8M. 4x4 POST WITH ECC COL. CAP 4x4 POST 18x18x18 POST PADS TH ECC COL CAP 2 # 4 REBARS BOTH WAYS I8x18x18 POST PADS 2 # 4 REBA RS BOTH WAYS A 9' —10" 16'-8" _t .1 c S-2 u IU6 00 cU ua Ld 0 CN 0) uj z :D to M z 0 UJ _1 (0 z Z z CO 0 X 0 M < < ir_ < _j < :2 I— z < :) CL Q_ V) 0 z IL a z Ron! 2 4 z 0 gas Q z 0 Vr 0 W (.0 U) 0 co_j r- LAJ (N z 0 01 NOTESt uj X (n 0 0)1 - 1. THE FOLLOWING CODE COMPLIANCE ITEMS ARE ALSO REQUIRED in < < < LLI > z Z A, CODE SEC, 807.1.3 FOR SHOWER WALL HARD FINISH TO 70' HT, x -1 0 LLI _j < B. CODE SEC. 290,4.07 TOILETS 30' WIDE CLEAR AND 24- IN FRONTfr_ uj < UJ < C. CODE SECT. 310.6 CEILING HEIGHTS z Fr < 0 z 0 < D. CODE SEE 1004,6 MIN, ONE EXIT DOOR 3`0' x 6*-8'. M 0 M v- 0 tL E. IN SANTA ANA WALLS WITH PLUMBING NEED TO 2x6 STUDS. PROJECT NO. F. PROVIDE MIN. 4x6 HEADERS AT 4-0' OR LARGER WINDOWS, G. CALL OUT INSULATION PER TITLE 24 INSULATIONS, H. CONCRETE TO MIN. 2500 PSI STRENGTH AT 28 DAYS, COMMENCED BEAMS AND POSTS TO BE DF #1 ONLY. I. ALL WOOD CONSTRUCTION SHALL COMPLY WITH CODE SEC. 2320 AND j DRAWN BY MIN. NAILING WITH TABLE 23-11-13-1, < PHIL ROBLES J. SEE SHEET D-IFOR GENERAL NOTES z AJ REVISIONS 1 DATE SEE SHEET D-2 FOR TYPICAL DETAILS REV. E 08/19/05 SCALE 1/4" 1 FT S-I.dwg 08/19/05 GENERAL CRITERIA OF ROOFING REVISION DATE REV. A 1. If total weight of roof exceeds 3#/sq, f t, on tM*d r0a *"%9 M46 Old MOWM, *.m Raftnt Dwy* z 0 engineering calculations is required for at 1,00 as ftWbed by ft CWforrOA EW" RnWo tW 12 31 vertical load analysis, On tx*d M& *NAV d"s ow swi0ft *ft %ftm ftffw at r"f mq*w by #0 OWm;o Eft" ftskienW to to at 2. All new buildings and additions within the _W%VftM 1/4 ksch W I" rod stops(0 f., dwp t. .,ftw 40d 1611,7) 00 W rl_s 0) a, Special Fire Protectection Areas shall have (D to C-N OL Class A roof covering. AR other new ...................... .................. . .. . .. . .. . .. . .. 00 I !N n r- 0) N building roofing shall have minimum Class B C(arif y. O.C, building Ordinance 99-10, R-30 Composition ashpatt shingles weight FL 8M. U-1 0 40 yr, life time of W W M I.C.B.O. # D-3018, E-108j-Fed Spec- Exceeds SS-S001534 Class A, C 00 z V) n Lo Lo < 0 CO D :2 cr_ W z M z 0 W _j to < z Z P < M 0 X 0 < z 3. Brand name 'Heritage Series' Color Painted Desert z Q _j z af W Uj 00 UL, Class A fire rated and U,L, wind rated < C5 W 0 > Q_ The highest ratings available in the industry, A Certification.- Underwriters Laboratories: 11 NAT. GRAD Wind Resistant, Class A Fire Resistant ASTM Spec: \ now. D-3018, E-108;Fed Spec., Exceeds SS-SO01534 Class A, type 1, CAN/CSA-A123,5-m90. lot-090 101_01# 4 22'-6" 4 0" 18'-4" SECTION A 10, On typical roof framing details and sections, show Radiant Sorrier at roof as required by the California Energy Residential 2x6 ROOF RAFTERS 0 16- O.C. P^M SAW ON AS RAM" 241 MAX SPAN W-V 12 RArms NOW 90AN 31 x4 ROOF RAFTER TIES 2x4 STRUT TO SEAMO PAMM 0 4'-0* O.C. r _24 SOW 9LOCKNO r OD R-30 OPEN 2x4 STUDS 0 16' 0. 0 FRONT PORCH 00 AREA SOLID BLOCKING SET WEEN: jOISTS FLOOR SHEATHING 2x6 SOLID BLOCKING TENDS SUPPORTS 2x6 SOLID BLOCKING R-1isaua ism AT ENN SUPPORTS y �NAT. GRADE _j &_ , �a. I C= - 1, V14 --\ / _4Jr x - - 7 -Nil r am wo= �_ UMVISIURM 410 CRVPLE POST NEW • ME OR UP V15; W-1 7EXISTING MT. Qum NAT. OMM iq! a' 4 V-2--N on 6— 5'— 10" EXISTING.< W OWN 4" on Was — 26'3" 14*-0" 4 —0" (N) NEW WINDOWS TO INSTALL La TYPE LOCATION COMMENTS R-30 CEILING YES APPLICABLE R-13 EXTERIOR WALLS YES APPLICABLE R-19 WOODEN FLOORS YES APPLICABLE 1z I 102 X APUL (0 0 0 0 1- x N N12 < Uj 4 0 M z 0 W CC V) 0) LLJ > z Z W _j 0 < W W z Z 0 < 00 < V) a- ,7--,STUCCO­­ PROJECT NO. OA, COMMENCED �O _DRAWN BY PHIL ROBLES DATE SCALE 1/4" 1 FT DO— A-2.DWG 04/16/05 [ 03SCALE 1/4" 1 FT 1 SECTION C Fo-3[ S=2 SHEAR WALL SCHEDULE 2001 C.B.C. S.W. SHEAR PANEL DESCRIPTION ALLOWABLE SHEAR SILL BOLT'G @ TOP PL. TO SILL NAILING TYPE (PLF) FOUNDATION BLK'G. UPPER STORIES A7/8' STUCCO OVER PAPER BACKED LATH W/ 16 GA STAPLES AT 6' O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (IGBO REPORT No. 1823 FEB 1973) OR CICBO REPORT No. 1318, 180 5/8' @ 48' O.C. A35 @ 16' 16d @ 8' O,C. FEB, 1973) OR (OR (ICBO REPORT No, 1254, FEB 1972) SEE NOTE 3 BELOW, *360 5/8' @ 24' O,C. A35 @ 16' 16d @ 4' O.C, A15/32' PLYWD C-D, C-C SHTG. WITH 8d COMMON NAILS @ 6' O,C, AT EDGES & 12' O.C. FIELD 260 5/8' @ 32' O,C. A35 @ 16' 16d @ 6' O,C. (TABLE 23 II-I-ICBC) SEE NOTES 1,2,8,9, AND 10 BELOW, w520 5/8' @ 24' O.C. A35 @ 8' 16d @ 3' O,C. 15/32' PLYWD. C-D, C-C SHTG WITH 8d COMMON NAILES @ 4' O,C. AT EDGES & 12' O.C. FIELD 380 5/8' @ 32' O.C. A35 @ 8' 16d @ 4' O.C. 10 (TABLE 23-II-I-ICBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW, *760 5/8' @ 16' O,C. LTP4 @ 6' 16d @ 2' O,C. A15/32' PLYWD. C-D, C-C SHT'G. WITH 8d COMMON NAILS @ 3' O,C. AT EDGES & 12' O.C. FIELD 490 5/8' @ 24' O.C. A35 @ 8' 16d @ 3' O.C. it (TABLE 23-II-I-ICBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW. )*980 3/4' @ 16' O.C. LTP4 @ 6' #12 X 3-1/2' WD. SC. @ 2' O,C. A15/32- PLYWD. C-D, C-C SHTG, WITH 8d COMMON NAILS @ 2- O.C. AT EDGES & 12- O,C, FIELD 640 5/8' @ 16' O,C, A35 @ 8' 16d @ 2-1/2' O.C. (TABLE 23-II-I-ICBC) SEE NOTES 1,2,4,5,8,9, AND 10 BELOW, *1280 3/4' @ 16' O,C. LTP4 @ 6' 1/4' 0 X 3-1/2' WD, SC. @ 2' O.C. 15/32' STRUCT I PLYWD. WITH 10d COMMON NAILS @ 2' O.C, AT EDGES & 12' O.C. FIELD 870 3/4' @ 16' O.C. A35 @ 6' #12 X 3-1/2' WD, SC, @ 2' O.C. OVER 3 X STUDS (TABLE 23-II-I-ICBC) SEE NOTES 1,4,5,8,9, AND 10 BELOW, 1740 7/8' @ 16' O.C, LTP4 @ 4-1/2` 1/4' 0 X 3-1/2' WD. SC. @ 1-1/2' O.C. 1, ALL EDGES OF OLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2X SOLID BLOCKING, 2.W 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., FOR SHEAR LOADS LESS THAN 350 PLF 2X SILL PLATE MAY BE USED.) 5. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAILS SPACING IS LESS THAN 6' Q.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' O.C. WITH 2' X 2' X 3/16' PLATE WASHERS U.N,O. GENERAL NOTES 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 EX,.TING 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 AT THE DOUBLE TOP PLATE, 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE 5. DO NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR 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 MNIMUM OF 1000 PSF UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION 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' ICED #1372 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4' EMBED). © 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 GENERAL 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 MN OR PER THE SOILS REPORT, 7. ALL INTERIOR NON -BEARING FTGS TO HAVE 3/16' 0 SHOT PINS AT 32' O.C., I.E., HILTI SHOT PINS (ICBO REPORT # 2388). 8. USE C-DX, C-C, OSB, OR STD SHTG IN LIEU OF STRUC. tt 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. NET CONCRETE SLAB WITH #3 BARS @ 18' O.C. EACH @ CENTER OF SLAB OVER 2 INCH. OF SAND OVER 6 MIL. VISQUEEN OVER 2' SAND BED OVER COMPACTED SOIL. 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 WITHOUT 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 TIETATLEA SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVE:;,' ACCESSORIES, ETC, 7. PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN, 8. 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, LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 1. UNLESS OTHERWISE 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. C-150 (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 I 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 N 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 V CLEAR COLUMNS 1.5' 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 1500 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,1 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. GRADING NOTES 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3, ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH ASTM D-1557, TO MAXIMUM OF 90% DENSITY. 4, ALL UTILITY TRENCH BACKFILLS SHALL BE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. DRAINAGE NOTES 1. MINIMUM GRADIENTS ARE AS FOLLOWSt ASPHALT & EARTH= 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 STRUCTURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A36, 2. FABRICATION SHALL COMPLY WITH THE LATEST A.LS.C. SPECS. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS OTHERWISE NOTED, 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACES, HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325 OR A-490. 5, HIGH STRENGTH BOLTS SHALL HAVE LOAD INDICATOR WASHERS TO SERVE AS A DIRECT TENSION INDICATOR INSTALLATION FOR HIGH STRENGTH BOLTS SHALL REQUIRE INSPECTION BY A DEPUTY INSPECTOR. 6. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53 GRADE B. 7. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR OR A-500 GRADE B. S. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2' WELDED STUDS AT 4 FEET D.C. FOR THE ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OR 'THE STEEL JOIST INSTITUTE', 10,STEEL STUDS, JOIST, TRACKS & BRIDGING, 12, 14 & 16 GA. A.S,T,M. A-570 GRADE 'E' Fy = 50 KSI 18 & 20 GA. A.S.T.M, A-570 GRADE 'C' Fy = 33 KSI 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 CONTINUOUS 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, 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. wil =.N. E.N. 2X JOIST PLYWOOD SHEATHNG (SEE FRAM'G. NOTES) NAILING: (EXCEPT WHERE NOTED OTHERWISE) ROOF ' f t -Ail�� • 0 . O.C.• 0 . • F.N. = FIELD NAILING NOTES: 1. NAILS SHALL BE GALV. COMMON, PLACED NOT LESS THAN 3/8" FROM PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 2. NO UNBLOCKED PIECE LESS THAN 12" SHALL BE USED. FRAMING NOTES FRAMING SHALL COMPLY WITH SECTION 2320 OF THE 2001 CBC FRAMING -GENERAL USE SIMPSON U-HANGERS ON ALL JOIST/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 SHOWN ON PLANS. FRAMING - WALL 1, SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS), 2X4 @ 16' OC (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 2X6 @ 16' OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X6 @ 16' OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 2. RAKE WALLS ADJACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPORTED BY A ROOF OR CEILING DIAPHRAGM. 3. SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER CBC (2320,11.10) NOTCHING MAXIMUM, 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUM, 40% OF WIDTH ON BEARING WALLS 60`/. OF WIDTH ON NON -BEARING WALLS NOTE, A MN. 5/8' CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5. DOUBLE 2X TOP PLATE SHALL BE LAPPED 48' AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6. WALL BRACING SHALL BE PROVIDED PER CBC (2320.11.3) PROVIDE 1 X 6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE, FRAMIbIG - FLM� 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' ❑C AT ALL EDGES, BOUNDARIES, AND 10' O,C. 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 OPENING& TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER (CBC 2320.12.5). 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' D.C. (MAX SPAN= 17'-81) 2, CEILING JOISTS SHALL BE 2X8 @ 16' D.C. (MAX SPAN= 23'-4') FRAMING - JOISTS/RAFTERS 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS+ (CBC 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. 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. ST., FACE NAIL J 3 - 8d 5. 2" SUBFLR. TO JST. OR GURDER, BLIND & FACE NAIL 2 - 16d 6. SILL PLATE TO JST. OR BLK'G., FACE NAIL 16d ter 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 CAD 8" O.C. 9. STUD TO SILL PLATE, TOE NAIL 4 - 8d 10. DOUBLE STUDS, FACE NAIL 16d 0 24" O.C. 11. DOUBLE TOP PLATES, FACE NAIL 16d 0 16" O.C. 12. TOP PLATES LAPS & INTERSECTIONS, FACE NAIL 2 - 16d 13. CONTINUOUS HEADER, TWO PIECES 16d 0 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. 1X8 SHTG. OR LESS TO EA. BEARING WALL FACE NAIL 2 - 8d 21. WIDER THAN 1 X8 SHTG. TO EA. BEARING WALL FACE NAIL • 3 - 8d 22. BUILT-UP CORNER STUDS 16d 0 24" O.C. 23. BUILT-UP GRADERS & BEAMS 20d 0 32" O.C. CAD TOP & BOT. & STAGG. 2 - 20d 0 END & 0 EA. SPLICE 24. 2" PLANKS 2 - 16d 0 EA. BRIG. 25. PARTICLE BD. - WALL SHTG. (TO FRMG.) 8d 26. PLYWOOD - SUBFLR./2F L SHTG. (TO FRMG.): & LESS 8d 5/8„ - 3/4" 8d 7/8 n 1 " 4/ 10d COMBINATION N&SLBFLR UNDERLAYMENT (TO RMG.}: ESS $ 1 "1 1 1 /8" 1/4- 14d FIBERBD. SHTG.: 1/2- NO. 11 GA. 6d, NO. 16 GA. 25/32" NO. 11 GA. 6d, NO. 18 GA. NOTE: ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE DRIVING OF NAILS CAUSES SPLITTING HOLES FOR THE NAILS SHALL BE SUB DRILLED. NAILING SCHEDULE ABBREVIATIONS: Al ANCHOR BOLT 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED, THE JOISTS ABV. ABOVE SHALL BE BOLTED TOGETHER WITH 1/2' DIA. MACHINE BOLTS W/ BAR REINF, BAR WASHERS AT 24' OC STAGGERED. BOLTS SHALL BE RETIGHTENED BD BOARD PRIOR TO APPLYING FINISH MATERIALS, BLKG. BLOCKING BMW' BELOW 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 4 INCHES B BEAM WITH 3-16d NAILS OR USE SIMPSON ST 2115 @ 48 INCHES O.C. B,N, , BOUNDARY NAIL 4. CROSS BRIDGING OR 2X BLDG, SHALL BE PROVIDED @ 8'-0' O.C. B.W. CF BOTH WAYS CONTINUOUS FOOTING MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8' IN DEPTH, CJ CEILING JOIST 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR COL. COLUMN RAFTERS AT ALL SUPPORTS. CONC. CONCRETE CONT. CONTINUOUS CD.P.E, CONTN PANEL EDGES DEPT FRAMING-BOLTING DBL DOUBLE DF DOUGLAS FIR 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD DIAMETER OR NUT, SEE SEE SCHEDULE, DO (E) EXISTING 2, ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- E.W. EACH WAY WOOD, PLASTER, ETC, E.J. EXPANSION JOINT 3, HOLES FOR BOLTS SHALL BE BORED 1/32' TO 1/16' LARGER THAN F.N. EDGE NAIL EQUAL NOMINAL BOLT DIAMETER. FB FLOOR BEAM F.G. FINISH GRADE LUMBER FJ FLOFLOOR JOIST 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING FL FMG. FRAMING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT F.N. FIELD NAIL SHALL NOT EXCEED 19% & GRADED IN ACCORDANCE WITH THE F.O.C. FACE OF CONCRETE WEST COAST LUMBERMAN'S ASSOCIATION. F.O.M. FACE OF MASONRY F.Q.S. FACE OF STUDS REPETITIVE USE MEMBERS F.P. FTG FULL PENETRATION FOO G STUDS & PLATES NO. 2 G GAUGE GALV. GALVANIZED JOISTS & RAFTERS GLB GLUE -LAMINATED BEAM 2X4 TO 4X4 INCLUSIVE N0, 2 GR. BM. GRADE BEAM 2X6 TO 3X16 INCLUSIVE NO, 2 GYPSUM WALLBOARD HWB SINGLE USE MEMBERS HDR HEADER HGT, HEIGHT BEAMS 4X NO. 2 KOP. K NGZPOSTL 6X OR LARGER NO, 1 L LENGTH LT. WL LIGHT WEIGHT POSTS & MULLIONS LVL LAMINATED VENEER LUMBER 4X4 & SMALLER NO. 2 MAS. MASONRY 4X6 & LARGER NO, 2 M.B. MACHINE BOLT MLB MICRO=LAM BEAM 6X6 & LARGER N0. i N G. NATURAL GRADE PJC POURFJOINT BLOCKING, FURRING, ETC, NM 3 PLB PARALLAM BEAM DECKING & SHEATHING PLWD PLYWOOD 2X, 3X, 4X COMM'L DEX. PRESSURE TREATED RE ROOF 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN REINF. REQ'D REINFORCING REQUIRED 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG, FIR. RF ROOF 3, GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. RR ROOF RAFTER 24F-V8 (w) DF/DF (Fb=2400 PSI, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR 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. 0m) USE VS FOR CANT, BEAMS AND V4 FOR SIMPLE SPANS BEAMS] 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-95, 5. PARALLAM PSL PER TRUS JOIST MACMILLAN (ICBO # ER-4979) (Fb= 2900 PSI, Fv=290 PSI, E= 2,000,000 PSI) SPECIAL INSPECTION (PER CBC SECTION 1701) 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK, SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CONCRETEt COMPRESSIVE STRENGTH WHERE GREATER THAN 2500 PSI IS SPECIFIED, PLACING OF REINFORCING STEEL AND PRESTRESSING WELDING MOMENT RESISTING STEEL FRAME, STRUCTURAL STEEL OR REINFORCING. STEEL DECKING. SHEAR CONNECTORS, STRUCTURAL EPDXY HIGH STRENGTH BOLTING TIMBER JOISTS GLUED - LAMINATED TIMBER PLYWOOD NAILING @ 23/32' THICK SHEATHING. EXPANSION TYPE ANCHOR BOLTS 10 COMPACTED FILL 041 105 n b m IN ra � CsCin � .. 0) = f-- at n C Z *C: n :w •Cin C C uj 96 = to z ,> n U `Wi It C ac di a!�, a r C 4F .Im -� A = U W UJ :) 0 ,o V) qT C BY DRAWN BY DATE CHECKED BY DATE SCALE DATE JOB NO. DATE REV. DATE. REV. DATE, if x'4 SHEET NO D1 TRENCH SHALL NOT 1/8' MIN, UNDERMINE WALL FTG. 1/4' MAX. 50% COMPACTED BACKFILL @ TRENCH 10 a �• , PROVIDE 2' CEMENT EXCAVATION 2 X CONT. •4, DRY PACK IF W/1d @ 16" O.C. ° ° 3/4' PLACED UNDER TG. EXIST. F_ _ RF. SHT'G @ ° 2 X R/R CALIF, FRAM'G ° 4 v 'I ORT /CTRUSS 2 X R/R T ° ° A h 4 2- #5 MIN, 0- 1- #5 MIN. CONTROL JOINT SAW CUT z E.N. ; FTG, ,r� PIPE TRENCH T/3 2- #5 MIN. 2- #5 MIN. �r REINF, �,_,1 EXTEND RF, ' d SHT'G. TO WALL T/3 ° ° ° 2 v ,� _ ° . T 4.. T/3 G ' yr d 9. 2 X BLKG, NO TRENCH PARALLEL = CON C, SLEEVES4NO SLEEVES SHALL TO FOOTING BELOW NOTE: "L" 40 X BAR DIAMETER IN C❑ C, U.N.O,RETE FOR ALL PIPES, PENETERATE FOOTING THIS LINE 'L' = 50 X BAR DIAMETER IN MASONRY, U.N.O. (TYP.) CONSTRUCTION JOINT TYPICAL PIPE & TRENCH LOCATION 13 CALIF. FRAM' 09 SLAB JOINT 16d @ 16' O.C. MAX. 4'-0• MIN. LAP Q5 TYPICAL WALL & FTG. REINFORCEMENT 01 8-16d NAILS PER SPLICE (TYP.> 2- 16d END NAILS 1X6 DIAG. LET -IN BRACE @ EA, CORNER @ 25' MAX. O.C. (IF WALL IS SHEATHED, OMIT 1X6 DIAG, BRACE) RF, SHT'G 2 X R/R @ CALIF, 2 X STUDS @ 16" O.C. 16 STUDS SPLICE OVER STUD FRAMING FIRE BLOCKING AT CEILING HEADER- SEE FRAMING PLAN E.N. LINE AND NOT TO EXCEED 2-16 ••, PROVIDE SIMPSDN A34 FOR 2X4 • 8'-0" D.C. STUDS AND A35 FOR 2X6 STUDS, 2 X P,T,D,F, PLATE PLYWOOD WHERE r EACH SIDE W/ 3/16' 0 RAMSET I6 SD C OCCURS STUDS @ X STUDS @ 16" O.C. 2X STUD & TRIMMER, # 3348 SHOTS W/ W/ 16�@ 12" 16d PER E.N. MIN. @ JAMBS WASHER @ 32' O.C. (TYP.) AT SHEAR WALLS 5f8" DIA. X 10' LG. ANCHOR FOR NAILING SEE GENERAL NOTES E BOLTS @ 4`-0" D.C. MAX. 2 X RIDGE BM, Wf e� 2-8d 'A342-16dTOE NAILS _ f KING STUD TRIMMER- TYP, EA, BASE & EA. SIDE\_12' LG, BLOCKING @ TOP, POST WHERE 2X P,T,D.F, SILL, U.N,O. (DBL. UNDER OPENINGS '• • # BOTTOM, &MID HEIGHT OCCURS GREATER THAN 6'-0') U.N.O. CORNER INTERIOR INTERIOR SCOOP FTG. 4- 1/2' MIN. & 9' MAX. FROM SILL END TYP, WOOD STUD WALL FRAMING _ 14 CALIF.. FRAM'G VIE 1 Q INTERIOR NQN BR(SCOOP) FTC. 06 TYPICAL STUD WALL INTERSECTIO N 02 A35 @ 16' O.C. d --- RF. SHT'G. @ d SHEAR PANEL LENGTH 3" 40 DIA NOTCHES MIN. U.N.D. CALIF. FRAM'G. WIDTH WIDTH 6'-0' D.C. 2' 0 MAX. BORED HOLE E.N. EDGE NAILING 2 X 4 STUDS @ REINFORCING SAME SIZE AS FOOTING ° e ° 2' MAX, REINFORCING ° 6" e ° � ° ° 2XBLK'G @ o C)DOUBLE TOP PLATE • 48 O.C. 1 2-102 MiN. 5-1/2' MAX. i'-®' MIN, V-0° MIN. U.N.O. iq E.N. p ° d 1-1f2' X 16 GA. STRAP W/ 8-16d COMMON NAILS EA. END 2X STUDS 2X BLKG. @ EA. PLATE @16"72 X R/R 40'1.d NOTCH IN STUD 125%d `-' 2 X MAIN NAILER W/ 16d @ 8" O,C. MAX` u x R/R OR CONT. 60%d BORED HOLE 40%HEADER - CF N )� NAILING ° ;1 v 6'-0' O.C. MIN, TRUSS WALL SHT`G, MAX. 4X END POST ®' ° '? .' �:» 6'-0" ❑1-1/4" 0 MAX, BORED HOLE T!C E.N. 34 CONC. RF. SHT'G, 2X TRIMMER 2`-8' MAS. A35 @ 16' O.C. U.N.Q. 1-1/2" Max. NOTE: BORED HOLE 40 DIA, 3' U.N.O. & NOTCH SHALL NOT 4X END POST CLR E.N. 5!8 OCCUR IN SAME /8 & HOLDDOWNS 2-1/2' MIN. MIN. SECTION. MIN, U.N.O. W/ E.N. 3-1l2' MAX. 10' MIN. 14` MIN. 2 X STUDS i-1/2' X 16 GA, STRAP W! 6-1� COMMON NAILS EA, END DBL. TOP PLATE SILL PLATE BOLTING (OR @ EA. PLATE NON -BEARING BEARING 12 SOLE PLATE NAILING AT WALL SHT'G PARTITION PARTITION AX• UPPER FLOORS) TYPICAL STEPPED FOOTING 17 DBL. TOP PLATE / SILL PLATE 15 CALIF. FRAM'G VIEW j TYPICAL NOTCHING & BEARING @ STUD WALL 1 07 TYP. SHEAR WALL LAYOUT 03 ., I. DBL. 2X SILL 4. 2X BLK, z 2. DBL, TOP PLATES 5. SHEAR WALL EDGE NAILING 4`-0' MIN. LAP 3. (1) SIMPSDN CS16 EQ. EQ, 2 X 4 FLAT BLK'G @ 48' O.C. u W/10@2'O.C.@EA, 2-16d v R" BAR SIZE d EA. CORNER OVER PLYWD. EA. END STRAP PER PLAN W/ FULL LENGTH NAILS N 3 112 'D' #3, #4, #5 'STC" TRUSS CLIP Li 4 2 z 5 "D" #6, #7, #8 PANEL WIDTHZ\ TRUSS B/C OR CLG. JST. ds 7 'D' #91 #10, #11 4 rD. 1_._ ___ 9 9 yCL 9 'D" #145, #185 4" + + a --- DBL. TOP PLATE MIN, " � + � ��--- + + 5 2X STUDS @ 16' O.C. DOUBLE TOP PLATES rRr rRr - - A i cu OR& 'Dr 40 "D' CONCRETE 50 'D' MASONARY 6� 4 TRUSS BIG OR CLG, JST. '-0' MIN. LAP ,+ + DOUBLE TOP PLATES * "STC' TRUSS CLIP :- --- DBL, TOP PLATE 11 " TYP. 8 - 16d EA. SIDE OF + + + + + + + + + + + + + + --x`-� • - TOP PLATE SPLICE U.N.O.+ + 2X STUDS @ 16' ❑,C. "� N FRAMING PLAN. + + TYPICAL REINFORCEMENT LAYOUT 1$ SPECIAL SHEAR AT WINDOW OPENING 15 CALIF. FRAM'G (PLAN VIEW)12 TYPICAL DET. @ NON BEARING WALLS 1 08 PICALATE SPLICE DET, 04 c co al t3) t!! C �c �cul uj o .� z cc �-"x� rr. C 4 a am W 49 h F _ IL illy C U W � � 'D V c w U z W W r O cr w ;r../ rr >RAWN 33Y DATE 'NECKED BY DATE SCALE /� 1/4N=I •-0' DATE 08 NO. DATE W. DATE. REV. DATE, v Alk yl ' SHEET NO D2 CALIF. FRAM'( 21N A35 @ 16' D.C. U,N.O.-n RF. SHT'G E.N. F. SHT'G R/R PER P I LAN 2X BLK'G @ 32' D.C. (TYP.) . &N,1 0 2X BLK'G + N. + + E.N. + h A\ k A C/ii2X BLK'G, CLG, JSTS LUS210-2 HNGR, PER PLAN � �R P T j 'ST22' @ 48' D.C. TO SUPPORT R/R & C/i FL. BM. PER PLAN SHEAR TRANSFER A35 @ 16' D.C. U*N ' 0 E.N. E.N. CALIF. FRAM'G. RF, SHT'G _N, R/R <1 I + tEIN. + RF. SHT'G PER PLAN 'U' HNGR.—, 2X BLKG 2-10 d EA. SIDE o� -ST22' STRAP @ 48' O.C. RIDGE BM, PER PLAN LAP JOISTS W/3-19 EA.SIDE 'RBC' CLIP @ 16' O.C. U.N.O. DBL. TOP PLATE 2 X STUDS @ 16' O.C. 109 iISHEAR TRANSFER 05 SHEAR TRANSFER CCO 44 POST 4XI0 CROSS BM W/HU HNGR, RF, SHT'G CAP FL. BM PER PLAN 2X BLK'G @ 32, D.C. (TYP.) r-2X BLK'G C/ij2X BLK'G, CLG. JSTS W/ A35 @ 161 10 SHEAR WALL PER PLAN U.N.O. PER PLAN DBL. TOP PLATE — SHEAR TRANSFER DETAIL, 10 A35 @ 161 O.C, U.N.O. RF. SHT'G A\ POST PER PLAN x - - FLUSH BM. FRAM'G.- PER PLAN CALIF. I- ---- - - E.N. RF. RF. SHT'G 2 1 R/R PER PLAN SHTC I 2X BLK'G Ll @ 32' D.C. S.N. - 10 (T I YP.) N. SHT E.N.E,N . C- NEW FL. BM. PER PLAN R/R E.N. N. I 2X BLK'G, C/ij W/ j 1616' U.N'O, DBL, TOP PLATE SHEAR TRANSFER 2X 4 @ 48' D.C. -0' LENGTH MAX, 8' 2X 6 @ 48' O.0 MAX. 12'-0' LEkTH_/�%' 'A35' FRAMG, ANCHOR FLUSH BM. PER PLAN "_'H2.5' EA. SIDE SHEAR WALL PER PLAN RF. RAFTER PER PLAN 2X 8 PURLIN D.F. #2 OR BTR, 2X 4X 18' LONG W/ 6-16d BUTT FOR SOLID BRG. LG. JSTS 'U' HNGR. 'HU' HNGR, PLYWD SHT'G, PER PLAN R/R PER PLAN 'A35' @ 16' O.C. U.N.O. - 2 X STUDS 16' O.C. (BALLOON FRAME) -- 06 -91 $HEA9,,1. TRANSFER 'A35 FULL DEPT BLK'( 2X BLK'G #A:35# W/?-16d/BLK SIDE TO TI PLATI LSTA 24 C./J. STRAP @ 48' O.C.SIDE POSI 'U' HNGR. TO SILL SUPPORT R/R & C/J 'HU26-2' FLUSH BEAM CUT OFF OVERHAN CRICKET SLOPE , TO DRAIN _11 Flj 2 X BLKG - PLYWD, SHT'G. PER PLAN WALL FINISH PER PLAN SHEAR WALL WHERE OCCURS (SEE FRAMING PLAN) REWSIONS DATES BY REV. A 07/26/05 PR 2X4 FLAT CONT. @ 32' O.C. EXT, GR. PLYWD. B.N. O.H. ell Vr.-rl CALIF. FRAM'G. PLYWD. SHT'G. 2X STUDS @16' O.C. EN 5-16d (TYP.) (E) CEILING RAFTERS 2X6 CEILING RAFTERS A35'S @ 16' O.C. 2XLDGR.W/16d @ 8- STAGG, 2X R/R SIMPSON 'U' HANGARS (HUC) IN 'U' HNGR. SIMPSON EXISTING SIDE- --.'zoo mE NEW SIDE 2X BLK'G. NOT TO SCALE CONTINUE LEDGER DETAILS W/3_16d/BLK. 12 SHEAR TRANSFER 108 Ll SHEAR TRANSFER 2 X BLKG 48' O.C. DBL. TOP PLATE -SHEAR WALL WHERE OCCURS (SEE FRAMING PLAN) 102 OR RF, TRUSS R PLAN ( JOIST BL. ATE TOP POST UNDER BEAM PER PLAN 2X STUDS 16' O.C. SILL PLATE 2X BLK'G. @ 48' O.C. E.N. E.N. E.N.-' — *A35F' @ 161 O.C. DBL. TOP PLATE SEE S.W. SCHED. r-2X BLK'G LSTA 36 STRAP @ 48' 0,C, C DRAWN BY DATE CHECKED BY DATE SCALE DATE N.T.S. JOB NO. DATE 05827 04/01/05 PXV, DATE. REV. B 08/19/05 31 SHEET NO. D-3 P.T. D.F. SILL (SEE PLAN FOR A,B,) #4 CONT, If TOP & BOT, ---EX. FTG, 3/4' DIA, HOLES X 10' DEEP,INSERT #5 REBAR W/EPDXY TOP & BOT, SHEAR TRANSFER 20 GA. FLASHING BARRIER:�A � PLY _ 2X$ F.J. -•-� LANDING i 4 .. ,.• q axe, .. �, • a A cJ�� r1 4 b q 4 r 4 a b UP STEPS c, ' T. GRADE IF AR CON'T CUTTCD SCCTIOM rJi_Q» r LANDING 4 d 4 q Iv ti7 4 t� 4 4P� 4 ..-4,..• A X ' .•S PS' d q II�III�IIi�III�flf�fi�ilf-•=1ffl�lli�llh-lllt��1� NOT To SCALE EREINT-, EGTIOM EXTERIOR CONC. STEPS NEW F HANGEF NEW 2, W/ 2- X4 LAC @16'[ ADD LT @16'C _L SIMPSON SSTB 'HDA' HOLDDOWN POST PER PLAN SELECTION TABLE STRAP PER PLAN POST PER PLAN 2X SILL PLATE- NAIL PER SHEAR WALL SCHEDULE FLOOR SHEATHING �,.......: . `6 (E) CONC. FTG, DO -.-�-ti III11 `� COVER , <2) 1/2' DIA, RED HEAD WEDGE STRAP & ANCHOR BOLT (2-3/4' MIN,) BOLTS W/ EMBED, ICBO #ER-1372 CONC, HOLDDOWN', ' '�`.: STING FOOTING EDGE OF STUD —. WALL OR POST, WHERE OCCURS �o z © �. 4 18" IIIIIIIMIN � y EXISTING FTG. a �� 111= Jill II)w c,,. NEW UNDERPIN o PER PLAN cu a v� O w � NEW CONC, a. y q ° PAD, WHERE moo_ ° ° OCCURS CENTER EQ. f U 0 (M 19 = FOUNDATION UNDERPIN NMI NEW FTG, It UNDER FTG, (SEE PLAN FOR SIZE & REINF,) REINF PER PLAN -P,T, D,F, SILL (SEE PLAN FOR A.B.) PER PLAN W/SSTB ANCHORS SOLID 4 X BLK, SILL PLATE UNDER POST PLYWD, SHT'G. / PER' PLAN 'CNW'--- COUPLER NUT BIX.K`S ° D EA $SIDE P.T. SILL VPLATE Y_ FOR 'SSTB' �01 SEE SELECTION TABLE '-- CMU OR CONC, STEM WALL SECTION A 14 GIRDER POCKET SILL, PLATE PLYWD, SHT'G,—, D 0 2X PTDF PLATE W/ A.B. PER PLAN SIMPSON ST12 STRAP GIRDER PER PLAN 'GH46-6' SIMPSON HANGER 'ONCRETE FOUNDATION WALL POST PER PLAN SHEATHING " A35 B,SbBL, JST. W/ 16ol NAILS @ 12' O.C. STAGG, FLR, JSTS PER PLAN 'LTP4' EA, SIDE P,T, WOOD POST W/ CB COLUMN BASE NAT. GR, CONCRETE D FOOTING PER PLAN SHEE PER ma ■ 12' 1-STORY 25' 2-STORY 09 ul, INTERIOR FOOTING 12" 1-STORY �15' 2-STORY 10 INTERIOR FOOTING 'PHD' HOLDDOWN v DBL STUD OR PER PLAN POST PER PLAN W/SSTB ANCHORS SOLID BLK'G SILL PLATE UNDER POST PLYWD, FLR. JSTS SHT G. T %-PER PLAN 'CNW'-- COUPLER NUT Px BLK'S ° D EA SIDE P.T. SILL D PLATE P_ 'MR.� FOR 'SSTB' K STUD WALL W! SHEAR WALL HEATING PER PLAN PER PLAN C SILL PLATE- NAIL PER LTP4 @ 16' FEAR WALL SCHEDULE D.C. U.N.O. 3L, JST, UNDER WALL W/ GA WEEP ,d @16' D.C. TOENAILED SCREEED @ EXT, OOR SHEATHING ❑/ FLOOR STUCCO EN ISTS PER PLAN FINISH (TYP.) 4" CLR, ABOVE GRD, BLK'G @ 32' O.C, wx P,T,D,F, SILL PLATEOD CONT, T & B z —111 =11 IIII 5/8' DIA, X 10' ANCHOR �+ BOLT, SPACING PER PLAN Ou � a = Ou a. s C 15" 2-STORY 05 a EXTERIOR FOOTING SHEAR WALL K STUD WALL W/ PER PLAN AEATHING PER PLAN LTP4 @ 16" ( SILL PLATE- NAIL PER D.C. U,N,O, TEAR WALL SCHEDULE BL, JST. UNDER WALL W/ GA WEEP �cl @16' O,C. TOENAILED SCREEED @ EXT, OOR SHEATHING ❑/ FLOOR STUCCO E,N. IISTS PER PLAN FINISH (TYP.) 4' CLR, ABOVE GRD. P.T.D.F. SILL PLATE �o P #4 CONT, T & B 5/8' DIA, X 10' ANCHOR BOLT, SPACING PER PLAN , WIN t 05 EXTERIOR FOOTING SIMPSON SSTB SELECTION TABLE FOR 'SSTB' K STUD WALL W! SHEAR WALL HEATING PER PLAN PER PLAN C SILL PLATE- NAIL PER LTP4 @ 16' FEAR WALL SCHEDULE D.C. U.N.O. 3L, JST, UNDER WALL W/ GA WEEP ,d @16' D.C. TOENAILED SCREEED @ EXT, OOR SHEATHING ❑/ FLOOR STUCCO EN ISTS PER PLAN FINISH (TYP.) 4" CLR, ABOVE GRD, BLK'G @ 32' O.C, wx P,T,D,F, SILL PLATEOD CONT, T & B z —111 =11 IIII 5/8' DIA, X 10' ANCHOR �+ BOLT, SPACING PER PLAN Ou � a = Ou a. s C 15" 2-STORY 05 a EXTERIOR FOOTING SHEAR WALL K STUD WALL W/ PER PLAN AEATHING PER PLAN LTP4 @ 16" ( SILL PLATE- NAIL PER D.C. U,N,O, TEAR WALL SCHEDULE BL, JST. UNDER WALL W/ GA WEEP �cl @16' O,C. TOENAILED SCREEED @ EXT, OOR SHEATHING ❑/ FLOOR STUCCO E,N. IISTS PER PLAN FINISH (TYP.) 4' CLR, ABOVE GRD. P.T.D.F. SILL PLATE �o P #4 CONT, T & B 5/8' DIA, X 10' ANCHOR BOLT, SPACING PER PLAN , WIN t 05 EXTERIOR FOOTING SIMPSON SSTB SELECTION TABLE i r • GNU L DIA. L EMED. SSTB16 5/8" 17-5/ 12-5/8 SSTB20 5/8" 21-5/ 16-5/8 SSTB24 5/8' 25-5/$L87 SSTB28 7 8 29-7f SSTB34 7 8 34-7 SSTB36 7 $ 36-7 SEE SELECTION TABLE `— CMU OR CONC, STEM WALL dam CONCR FOOTIF 12" 1-STORY 15' 2-STORY 07 HOUSE/GARAGE FOOTING FLOOR 'PHD' HOLDDOWN SHEATHING PER PLAN POST PER PLAN 2X FLOOR W! THREADED ROD JOISTS SILL PLATE LAP F.J, 12' PLYWD, W/ 3-1601 SHT'G. SOLID BLK'G EXISTING FTG. 2X BLOCKING UNDER POST EN ' @ POST .,�f 450 �--- SIMPSON 'PC" PER PLAN X_ - (POST CAP) P.T. SILL E.N. 1z GIRD R ° 2 X DIAG, BRACING PLATE ° 3-16d WHERE 'H' IS GREATER 2X BLKS Z EA, END THAN 36 P.T, BOTH SIDES ' 00 A35 Do I IN, III '" EA, SIDE P.T. WOOD POST PER PLAN SIMPSON THREADED ROD PER D p C$SQ POST BASE SELECTION TABLE ' NAT.6" NAT. GR, -IJII i EXIST, ONC, 3/4' DIA, HOLES to ((=((( STEM CONC. �iI111�('� 111 ° . d Y NOTESI Doa, X 8' DEEP,INSERT CONCRETE 1, CONT, INSPECTION REQ'D, #5 REBAR W/EPDXY o D FOOTING 2 D 4. RILL HOLES PER MANUF, PER PLAN SPECS, 3, A307 THREADED RODS W/ SIMPSON SET EPDXY ICBO #5279 `�1 1 1 /•i i r i r � � i ` � � i � ' � � � � • � � • + rem• =ACi z r~ 2X SILL PLATE- NAIL PER SHEAR WALL SCHEDULE FLOOR SHEATHING ALT.- 2X FLOOR JOISTS, WHERE PARALLEL TO WALL 2X BLK'G @ 32' ❑.C, 2 #4 CONT, T & B 5/8" DIA, X 10' ANCHOR BOLT, SPACING PER PLAN 01 2X-SILL PLATE- NAIL PER SHEAR WALL SCHEDULE FLOOR SHEATHING 2 #4 CONT. T & B 5/8' DIA, X 10' ANCHOR BOLT, SPACING PER PLAN m 2X STUD WALL W/ SHEATHING PER PLAN 2X PTDF SILL PLATE LTP4 @ 16' ❑,C, U.N.O. 2 #4 CONT, T & B MASTIC 15# FELT ONC, SLAB PER PLAN 5/8' DIA, X 10" NNCHOR BOLT, iPACING PER PLAN 2 as v �:ku � � a c 'L 4 a tj C 516 W 0d co .►�- ,>z to (,,,) 06 V. 4� 2 w C4. H C - U w W L �V) All � I EVISIONS DATE BY REV. A 07/22/05 p,R. w z ui r) a TO a i1 ADRAWN n 3 BY 2X STUD WALL 'CIO D BY W/ SHEATHING PER PLAN scAt 2X PTDF N.T.S. SILL PLATE JOB NO. -------- LTP4 @ 16" O, C, 05827 U.N.O. .REV. DATE. REV. A � 2 #4 CONT, T & B MASTIC 15# FELT CONC, .SLAB PER PL N f SLAB 5/8' DIA, X 10' ' ANCHOR BOLT, SPACING PER PLAN 4 "� SHEET N D-4 x F__ TITLE 24 REPORT Title 24 Report for: ELVtA ROMERO RESIDENCE 1801 N. ALONA ST. SANTA ANA, CA 92703 , Project Designer: IMAGINATION UNLIMITED P.O. BOX 6553 SANTA ANA, CA 92706 714-335-6865 Report Prepared By: Reza Mehranpour Inland Engineering & Consulting, Inc. 4883 E. La Palma Ave., Ste. 501 -A Anaheim, CA 92807 (714) 777-7700 Job Number: 05827 Date: 4/21/2005 The Eniergypro computer proanlun has been used to perform the calcutatioris summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoff, LLC (415) 897-64W. i ZnovPno_ 3.1 W EnargvSoft Job Number: 05827 User Nurnber. 5213 1 Certificate of Compliance: Residential (Part 2 of 21 CFAI R ELVI"QMERQ RESIDENCE 4121/2005 Project Txw Deft HVAC SYSTEMS trots: kWg Hydronk, cc Combined Hydrionic data under water Heating Systems, except Design HHeatingLoad.Dis tribution H Equipment Minimum Type and Duct or T=%E' mace; heat Efficiency Location Piping, Thermostat Location Comments pump, etc.) (AFUE&WD (ducts, attic, etc)-.- R-V8lu8 TYPO 4-2 sed=k %fAem Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat PUMP, evaP. Cooling) (SEER) (attic. etc) R-Value Type Comments Air COrKlit OW 17 a sEFR nt s b3 Attic 4-2 Sdback HVAC System WATER HEATING SYSTEMS Rated 1 Tank Energy Facit I External Water Heater Water Heater Distribution # in Input TypeType Btuftir__ I Insul. Cap. or Recovery Stand Loss (Z Tank (gal) Efficle!n R­Value System Name .,Syst. AsLsMffB11!SA&224_ SmWLGa&- Standard -A?-nffl 40 n1a n1a ---------- heaters, 1 For small a" storage (rated Inputs Of equal 10 than Qf OqU75-OW BWW- slactric resistance and heat pump Wat ar beau" (rated input of greater than 76,000 8104. tint Rated Input. Recovery Efficlericy and Standby Lose. For large 9" V~ VOW For instantaneous an vmer heaters. Id Rated Input and Recovery EfficleftY. REMARKS COMPLIANCE STATEMENT -k-i". fft- `1A 0-t- 4 --1 A Id ft.. This Certificate c(COMP11111" =mum "U"QuAl " -- , ....... California Code of ReguladoM lirid ft administratIve regulid" Ito diem. This TX erttficate has bew signed by the btdividual with w" design responsiblitty. The undmigned recognize that compliance using duct sealing and TXVs requires Installer testing and certification and field verirla" by an approved HERS rater. Designer or Owner (per Buskless, & Profess;" COde) Documentation Author Name: Name: RM Likhmom Title/Firm: IMAGINATION UNLIMITED T(de/Firm: il3larw E09b"ft & QgDEAM 101 Address: Address: 4883 E. La R4ma- Ave:. Ste. 501-N SANTA ANA, CA 92708 Anaheim, CA 9210 Telephonwaiwmm K Telephone: 7i4,41354M_ Lis. t. ("e) (sigm tu Enforcement Agency Name: Title/Firm: Address: �CA,114 7-A Pl- (date) 1 .1 TABLE OF CONTENTS Cover Page Table of Contents Form CF-1 R Certificate of Compliance Form MF-1 R Mandatory Measures Checklist 1 2 3 5 EnerVPm 3.1 Ely E2nySolt J_ibSr,Mten: 05827 ttier Number 621, 'Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1R NOTE: Lownse residential buliduve subject to the standards must contain dws* measures regardless of the compflarics approach used. Items marked with an asterisk 0 may be superseded by more stringent compliance requirements listed an the Cortificsilt of Complionoo. When this checklist Is Incorporated Into the pormll documents, the features noted shall be consideradby all parties as minimum component performance specifications fair the mandatory measures mother It" are shown elsewhere -In the documents or on this checklist only. DESCRIPTION InMructions: Check or initial appikable-boxes or enter NIA It not applicable. DESIGNER 60:ORCEMENT Building Envelope Measures [X1 .11W.): Minimum F4.19 caffing insulation. fisw. Loose fill Insulation mamdacturses labeled Pvalus. §not 1W !mwait insulation in wood framed walls or equivigent U-value in metal finsms Waft (does um R-13ass x eterior mwall$). 1XI'§1Wd): Klinimum R-13 raised floor kisulation in framed floors or equivalent. ❑3150Q): Slab edge Insulation - water absorption rate no greater than 0.3%. water vapor transmission two no Wester than 2.0 pormlinch. "a. Insulation specified or installed rivals Insulation qwft standards. Indicato Inn and form. 1116-17: Fenestration Products, Uorio(poor: and InlihmUm"Mnition Control, 1. 'Doom and windows between condiftioned and uncotWitkined spaces designed to Ilmilsk leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor. ooddW Solar Heat Gain Coefficient (SHGC). and Infiltration certification. 3. Exterior doom and windows weatherstripped; all Jointeand penetrations caulked mW seated. ❑ 1150(g): Vapor barriers mandatory In Climate Zones 14 and 16 only. FX] 5 150(t): Special Infiltration barrier Installed to comply with Section 151 meets Commission quality standards. ElJlWa): Installation of Fireplaces, Decorative Gae. Appliances and Gas Logs. 11. Masonry and factory -built fireplaces havoc a. Closeable metal or glass door b. Outside air Intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures [X] 1110-13. HVAC equipment, water heaters. shhowrerheads and haucetsPedified by the Commission. M%f 11 150(h): Heating andlor cooling loads calculated In accordance with ASHRAE, SMAMBA. LAJ or CA. fISM: SalbsrA thermostat an all appkable heating and)w cooling systems. r] 150Q): Pip. and Tank Insulation 1. Storage 9" water heater rated with an Energy Factor has than 0.58 must be e4airrially wrapped wo Insulation having an Installed thermal resistance of R-12 or grouter. 2. First 5 feet of pipes closest to water hater lank, nori4ocirculating systems, Insulated QR-4 or Wivalso 3. Bade -up tanks for solar system, unfired stomas, tanks, or other Inchroct W water tanks have, R-12 edomal insulation or R-18 combined kiternallaAamal Insulation. 4. AN buried or exposed piping Isolated k recirculating *actions of hot water sydomiL 5. Cooling system piping below 56 degrees F. Insulated. 6. Piping Insulating between heating source and Ind1koct hot wailer tank. 7, =-r 7 g2!gnfro 3.1 By EnorgySoft User Number; 42t3 Job Numbw.05W 111 Certificate of Compliance: Residential (Part 1 of 2) CF-1 R ELVIA ROMERQ RESIDENCE 462112005 Project Tine [we 1801 N . Nei ST. SANTA ANA Project Ad&"$ Building Parmilt Inland Engineering & Consulting, Inc. (714) 777-7700 Plan Check I Date Documentation Author TellePhone Computer Performance 8 AM Check I Date. Ccinolance Method (Package or Computer) Climate zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1,935 f? Average Ceiling Height 8.0 ft Total Conditioned Slab Area: 0 f? Building Type: (check one or more) F1 Single Family Detached ❑ Addition K Single Family Attached ❑ Existing Building F1 Multi -Family Q Existing Plus Addition Front Orientation: (West) 270 deg Floor Construction Type: ❑ Slab Floor Number of Dwelling Units: 1.00 Number of Stories: I Raised Floor BUILDING SHELL INSULATION Const Component Frame Assembly Location/Comments Type Type Q-Value (attic, garage, typical, etc.) R-1 9 Floor (F. 1 9.2* 16) MLOod 0.038 Exterior Floor I Over CmmftM (WIR-6 Credit) R-13Waff (W.13.2x4.16) Wood 0.088 Exterior Wall Solid Wood Door None 0.387 Exterior Door R-30 R92ffIR.30.2d2,16) Wood 0.035 Exterior Root FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SE) W-F ctor 0QQ Shadina Yes 1 No Yes / No Ewa 36.0 0.50 0AS Buggy 0 n 0 Lqft (North] 6.0 0. 0.45 Ow Screen Q nX [_ R1 I R"r. (Eau) 20.0 Q,5 Q45 Bug Screen [R] Q El 0 Right (Smith) 18.0 0.50 0.45 Bug Screen n n n nX n El El n n n n n i n 0 n 11 El F1 n 1:1 n n El n n El n F] F] n El n 0 El 0 El InItlat 3.1 E User Number: 6213 Page:3 of Mandatory Measures Checklist: Residential (Page 2 of 2) MFAR NOTE: "aise -I*W" buildings subted to the Standards must contain these me3wft ragadlen or the compliance approach used (terns marked with an asterisk 0 may be superseded by more Wingert compliance requirements listed on the Corlificaft ofCcimpoance, When this checklist is inoorporaleci into the permit docurrients, ft ftetwas noted " be corgidersit by an parties as mirwrium component pert"nance specificationsindl measures im the ffaeWy inassu whether Ih0V an shoran 01110*11ere in the documents or on this chi ddist &* DESCRIPTION Instructions: Check or Initial applicable boxes or enter NIA If not applicable. DESIGNER ENFORCEMENT Space Conditicining, Water Heating and Plumbing System Measures: (continued) [g]-111W(m): Ducts and Fane 1. All ducts and plenums installed, sealed and irsuleted to most the requirement* of the IM CMC sections 601, 803, W4 and Stan land "; ducts Irisuided to a minimum Wistallect level of R4.2 or enclosed entirely in conditioned space. Openings shah be waled with truistic taps, aerosol sealant, or other duct -closure system that meets ftapplicable roqL*emerftc(LX181,LX181A,orULISIB. Vniastic or tape is used to seal openings Wester than 114 inch, the combination of mastic and either mesh or tape shah be used Bwkfing cavities shall not be used far convey1rV conditioned air Jowits and seems of duct systems and U*k components shall not be sealed with cloth back rubber adhesive duct Wes unless such tape a used in combination with mastic and drawbands, 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed. sheet met, duct board or flaidble dud shall not be used for conveying conditioned air Btuk*4 cavibes and support platforms may contain ducts. Ducts Installed In cavities and support platforms shall not be compressed -to cause reductions In the cross -sectional area tithe ducts. & Joints and seems of duct systems and their components " not be scOW with cloth back rubber adhesive duct tapes unless such a tape Is LOW In combination with mastic and drawbands. 4. Emlaust fan r$storns have back drag or automatic dampers. 5 Gravity ventilation "am serving conditioned space have eitherautomatic or readily accessible, manustly operated dampers. B. Protection of kwulation. Insulation " be protected from damage including that due to sunIVK moisture equipment maintenance, and wind but not limited to the fdk#6i : Insulation wiposed to weather shall be suitable kir outdoor wAos t%. protected by aluminum, sheet metal, painted carives, or plastic cover. Cellular lbarn Insulation shall be protected as above or painted with a coating Vist is water retardardand provides shielding from 60LV nededon that can cause degradation of the material. ❑ 114: Pool and Op. Heating systems and Equipment 1. Certified vAth 78% thermal efterhc7, on -off switch, weatherproof operating Instructions, no electric resistance heating. and no plot 2- System isk 411, 1 with at W* 38- of pipe between 01" and heater for Mute solar, cover for outdoor pools or Spa& a; At Woot 31r of pipe between fter and heater lor Mum solar heatlng. b. Cover for ouktoot pools or outdoor spas, 3. Pool system has directional irdets and a circulation pump time vmtctL ❑ 1115. Gas firodoentral kviaces, pool heaters " heaters or household cooking appliano" have no continuously burning p" light Piception: Non,-eiectrical cooking appliances with pikit< 150 BhuM El 11118 A Cool Rod materiel mat specified atone Lighting Measures FX] 11W(k)l: Luivik''eim for general lighting in lochens shah have lamps with an efficacy 40 lumenw*aft or greater for general lighting, In k3chens, The general 000V " be controlled by a switch on a reedly 000essibia fighting control pant at an entrance to the kitchen. 1150W Roixm'voittt a Vow or bethhib must have other at least one km*Wm with lamps with an ellicacy of 40 lumenw,40 or We" switched at the entrance to theroon of one of the afternative to this niquitement allowed in section 150MI. and recessed ceiling %duFes we IC (Irisulation cam) approved. (D (D 1`�- CO cr) (0 (D to 1~ 44* ff) (0 U-) re) 0) C%4 0) _J Z -Z0 UJ W. o: LO IAJ Z 0 UJ (0 < Z co _J :2 < 0 X 0 Z < < Z Z W ca _J LJ 0 < _J Z _J LL) 0 0 < W to < to 0 > CL X .... . . . ... CO to 0 0 to r- to U3 04 C,4 Z LLJ 0 C'4 X r- 0 0) V)0 LJ < < I Z q* C) LLJ < < LAJ < F_ Z Z < a;_ -00 0 < Z 0 = 0 V) 11. PROJECT NO. COMMENCED FEBRUARY 11,2005 J DRAWN BY 5 Z PHIL ROBLES ATE _L:REVISIONS c 1 04/23/t5 SCALE 1/4- - 1 FT 04/23/05