Loading...
13-0416_AVI-CON DBA CA CONSTRUCTION_D6_Renovation Planss • 31495 EL CAM I NO REAL { N','J UAN CAPISTRANO, CA 92675 IJA 1� 10k AA 01, _---_ z ,w. '+` .�, o '' u`• mss', - ,„ i.,. , !tr` jr- 7. t W Rrvq�g'x `.i" 4'. x4� •v sr Y ,TFx I' r vt k.x`i its x 7 ABBREVIATIONS r s m; g r - 3 SCOPE OF WORK SHEET INDEX GAB ANCHOR BOLT GENERAL NOTES ABV ABOVE 1. ADDED AREA FOR THE FRIENDS OF THE LIBRARY BOOKSTORE AC ASPHALT CONCRETE A/C AIR CONDITIONING INT INTERIOR T-1 - HEET ACOUS ACOUSTICAL L LONG (LENGTH) 2. ADD SITE ACCESS TO NEW ENTRY ADJ ADJUSTABLE LAM LAMINATE(D) LAVATORY q-1 - SITE PLAN ALL CONSTRUCTION TO COMPLY WITH ALL CURRENT BUILDING CODES CAC. CBC, CEC, CMC, CPC, AND CITY ORDINANCES AFF ABOVE FINISH FLR LH LEFT HANDED ALUM ALUMINUM LT LIGHT A-2 - DEMOLITION PLAN ALT ALTERNATE MAS LIGHTWEIGHT BUILDING CODES FLOOR PLAN ANDD ANODIZED MAS MASONRY A-3 1. THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JAMES GOODMAN ARCHITIECTURE 15. DO NOT SCALE DRAWINGS. ARCH ARCHITECT(URAL) MATL MATERIAL ® AT MAX MAXIMUM A-4 - REFLECTED CEILING PLAN AND SHALL NOT BE USED FOR ANY WORK OTHER THAN THE PROJECT SHOWN HERE, BD BOARD MB MACHINE BOLT SAN JUAN CAPISTRANO LIBRARY REMODEL. 16. ALL DIMENSIONS ARE TO FACE STUDS, CONCRETE, OR MASONRY WALLS UNLESS NOTED BEL BELOW MECH MECHANICAL 2010 CALIFORNIA BUILDING CODE q-5 - EXTERIOR ELEVATIONS OTHERWISE. BET BETWEEN MET METAL 2010 CALIFORNIA ELECTRICAL CODE BLDG BUILDING MFR MANUFACTURER 2010 CALIFORNIA PLUMBING CODE A-6 - SITE ENTRY PLAN & ROOFPLAN 2. ALL WORK AND CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH ALLBILK BLOCK PROVISIONS OF THE BUILDING CODES AND OTHER RULES, REGULATIONS AND ORDINANCES 17. PROVIDED 6" TO 8" STUDS, OR FURING FULL LENGTH OF ROOM WALL WHERE REQUIRED TO BLKG BLOCKING MIN MINIMUM 2010 CALIFORNIA MECHANICAL CODE ACCOMADATE PLUMBING AND ELECTRICAL INSTALLATIONS. BM BEAM MMISCELLANEOUS 2010 ENERGY EFFICIENCY STANDARDS q-7- CROSS SECTIONS GOVERNING THE PLACE OF THE BUILDING CODE REQUIREMENTS IN ALL CASES TAKE BOTT BOTTOM MOO MASONRY OPENING PRECEDENCE OVER THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING BOG BEARING IMETAL A-8- INT. ELEV, CABT. 18. IF EXISTING FACILITIES ARE RELATED TO THE WORK THE CONTRACTOR SHALL NOT DISRUPT N NORTH LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE DESIGNER ANY BSMT BASEMENT THE EXISTING SERVICES OR UTILITIES WITHOUT OBTAINING THE OWNER'S PRIOR APPROVAL AND NAT NATURAL DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE CB CATCH BASIN NIC NOT IN CONTRACT A-9 - DETAILS DRAWINGS. INSTRUCTIONS IN EACH CASE. CEM CEMENT NOM NOMINAL CJ CEILING JOIST CLG CEILING NRC NOISE REDUCTION COEFFICIENT 19. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF LG CLEARANCE) NTS NOT TO SCALE C 3. THE CONTRACT DRAWINGS AND SPECIFICATION REPRESENT THE FINISHED STRUCTURE. ANY BASES OR PADS TO SUPPORT SUCH EQUIPMENT. C CENTERLINE OC 0/ OVER BUILDERS VALIDATION UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION, CONTRACTOR COL COLUMN ON CENTER SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL 20. VERIFY ALL PLUMBING AND EQUIPMENT SIZES BEFORE BEGINNING CONSTRUCTION OF COMB COMBINATION OD OUTSIDE DIAMETER CONTRUCTION MEANS, METHODS, TECHNIQUES AND PRODEDURES, OBSERVATION VISITS TO THE CABINETS. CONIC CONCRETE OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE SITE BY FIELD REPRESENTATIVES OF THE DESIGNER AND HIS ENGINEERS SHALL NOT INCLUDE CONT CONTINUOUS PH PANIC HARDWARE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED 21. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN ALL SUBCONTRACTORS PLAST PLASTER CONTR CONTRACTOR FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT AND TRADES. D DEEP (DEPTH) PLYWD PLYWOOD CONTRACTORS AND SUB-CONTRACTORS SERVICES PREFORMED BY THE PUROSE OF ASSISTING IN QUALITY CONTROL AND IN d PENNY L PLATE, PROPERTY LINE PROJECT DATA 22. UNLESS NOTED OTHERWISE, ALL VESTIBULES, CLOSETS, COLUMNS, PROJECTIONS, RECESSES, DET DETAIL PSF POUNDS PER SQ. FOOT ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, THEREFORE, THEY DF DRINKING FOUNTAIN 088 POUNDS PER SQ. INCH DO NOT QUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUCED AS OR OTHER ADJACENT AREAS WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED DF DOUGLAS FIR PTDF PRESSURE TREATED DOUG. FIR FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. PVC POLYVINYL CHLORIDE TYPE OF CONSTRUCTION 1B SUPERVISION OF THE CONSTRUCTION. DIAD DIAGONAL R RISER, RADIUS DIA DIAMETER 1. "' IT IS EXPECTED THAT ALL COMPANIES AND INDIVIDUALS ARE EXPERIENCED 23. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT SHALL CAREFULLY DIM DIMENSION RA RETURN AIR IN THEIR AREA of WORK. TYPE OF OCCUPANCY M 4. CONTRACTOR HEREBY GUARANTEES TO THE OWNER ANE THE DESIGNER THAT ALLRAD RADIUS EXAMINE ALL SUBSURFACES TO RECEIVE WORK. ANY CONDITIONS DETRIMENTAL TO WORK DN DOWN MATERIALS, FIXTURES, AND EQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESS SHALL BE REPORTED IN WRITING TO CONTRACTOR PRIOR TO BEGINNING. COMMENCEMENT OF DR DOOR RD ROOF DRAIN 2. "' TO MINIMIZE OR ELIMINATE CHANGE ORDERS , PLEASE EXAMINE PLANS FIRE SPRINKLERS NO DTL DETAIL REF REFERENCE AND PROVIDE ANY SUGGESTED MODIFICATIONS THAT YOU RECOGNIZE ALONG OTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THE ALL WORK WILL BE OF GOOD WORK SHALL IMPLY ACCEPTANCE OF ALL SUBSURFACES. DWG DRAWING REFL REFLECTED WITH YOUR PROPOSALS. QUALITY AND FREE FROM ANY FAULTS AND DEFECTS. E EAST REINF REINFORCE(ING) AREA 735 S.F. 24. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT UNTIL THE ELEMENT IS EA EACH REQ REQUIRED 3. "' REVIEW OF ANY CHANGE ORDERS WILL INCLUDE A DETERMINATION IF CAPABLE OF SUPPORTING ITS DESIGN LOAD. ELEV ELEVATION REV REVISION(S), REVISED THE CONTRACTOR COULD OR SHOULD HAVE RECOGNIZED ANY ITEMS THAT ARE 5. TEMPORARY BARRIES AN/OR A PROTECTIVE CONSTRUCTION FENCE SHALL BE PROVIDED ELEC ELECTRIC(AL) RRH RIGHT M ROOM HAND A CONFLICT OR REQUIRE A MODIFICATION. WHERE REQUIRED BY THE BUILDING DEPARTMENT AND SHALL BE CONSTRUCTED IN EMER EMERGENCY 25. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR DEPRESSED RO ROUGH OPENING ACCORDANCE WITH THE RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE EQ EQUAL SLABS, CURBS, FINISHES, TEXTURES, CLIPS, GROUNDS, ETC. NOT SHOWN ON STRUCTURAL Row RIGHT OF WAY BUILDING. EW EACH WAY DRAWINGS. EWC ELEC.WATER COOLER S SOUTH NO REVISIONS/SUBMISSIONS DATE EXH EXHAUST SC SOLID CORE 6. SANITARY FACILITES SHALL BE PROVIDED AND MAINTAINED BY CONTRACTOR DURINGEXIST EXISTING SF SQUARE FOOT 1 FIRST AGENCY SUBMITTAL 26. ANY MATERIAL STORED AT THE SITE SHALL BE COMPLETELY SUPPORTED FREE FROM THE SHT SHEET CONSTRUCTION PER APPLICABLE REGULATIONS. GROUND, COVERED AND OTHERWISE PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS. EXP EXPOSED SIM SIMILAR 2 EXT EXTERIOR FD FLOOR DRAIN SPEC SPECIFICATION 7. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY UTILITY SERVICES AND 27. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE FEC FIRE EXTINGUISHER CABINET SQ SQUARE VICINITY M A PSS STAINLESS STEEL CONNECTIONS DURING CONSTRUCTION. DESIGNER OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE FF FINISH FLOOR STC SOUND TRANSMISSION BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS FHC FIRE HOSE CABINET COEFFICIENT 8. CONTRACTOR MUST VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS AND SHALL HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMACE FIN FINISH STD STANDARD FJ FLOOR JOIST STOR STORAGE .lames Goodman NOTIFY DESIGNER OF ANY DISCREPANCIEW BEFORE STARTIN WORK. WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT K NrSTALL FLR FLOOR UCT STRUCTURE //�� ED WX TM= DESIDN ANN) SIJB�INTTAL DOq�Tg HAVE � APPROM BY IM �D�p FOC FACE OF CONCRETE SSTRTR SYMBOL � P6 r � � � t e c t � r e FOF FACE OF FINISH 9. ALL OMISSIONS OR CONFLICTS BETWEENT THE VARIOUS ELEMENTS OF THE WORKING SL FOM FACE OF MASONRY T TREAD w OJ/ Nunn; Design rC IteCt DRAWINGS AN/OR GENERAL NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOS FACE OF STUD TBD TO BE DETERMINED BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 2' NO HAZARDOUS MAXIMMS 1L K S70RED ANDIOR t= WIM 7HE 6 MM% �i FTG FOOTING TEL TELEPHONE a Z L ? � � LI57EO � DEQ CDOE ( ) T&G TONGUE AND GROOVE 232 Avenida FabSuite 7 2 FUR FURRED TNG THK THICK p ¢ 949.493.0740 Voice San temente Californiaali o9 72 GA GAGE, GAUGE TOB TOP OF BEAM ? v information@jgaia.com 10. GENERAL NOTES, NOTES, AND TYPICAL DETAILS APPLY TO ALL DRAWING UNLESS NOTED GI GALVANIZED IRON r J9 20. 71£ SUSPOM CERM SYSTEM, IF APPLICABLE, $HALL COMPLY rM7H AND CBC CHAPTER TOC TOP OF CURB Member American Institute of Architects OTHERWISE. 1� GL GLASS, GLAZING GLB GLUE LAMINATED BM TOP TOP OF PLATE v An Architectural Corporation m GR GRADE TOS TOP OF SHEATHING 11. ALL A.S.T.M. DESIGNATIONS SHALL BE AMENDED TO DATE UNLESS OTHERWISE NOTED. GYP GYPSUM TOS TOP OF STEEL J PROJECT NAME: 3a THIS PROJECT SHALL COMPLY M�7H 2010 CBCT CIT, CPG, AND CEC AND CITY OROMrANCE ❑ �I FREINDS OF THE LIBRARY TOW TOP OF WALL H HIGH LIN TYPICAL BOOKSTORE RELOCATION 12. STRUCTURAL DRAWINGS SHALL BE USED IN CONDUCTION WITH ARCHITECTURAL, HB HOSE BIB LINO UNLESS NOTED OTHERWISE HC HOLLOW MECHANICAL AND ELECTRICAL DRAWINGS. 31. ALL SMREQUIRE SEPERA7E PIMI AND APPROVALS. HC HANDICAP ORE VCT VINYL COMPOSITION TILE 4-0 LA ZANJA VERT VERTICAL 31495 EL CAMINO REAL HDR HEADER VLT VAULTED 13. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE 31 ALL EQUPWff SHALL BE LISTED BY A NA710NALLY RECOMM 701IN0 LABRMIM HDW HARDWARE W WEST, WIDTH, WIDE SAN JUAN CAPISTRANO, CALIFORNIA DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. HM HOLLOW METAL W/ WITH DRAWN: CW JOB NO.: X HORIZ HORIZONTAL COPYADS IGH AN AMESI�R PROIM PERTY ElPRESAY AEFAlES ITS CANON UW COPMIOHT AND OTHER PROPERTY RIGHTS IN HR HOUR W WITHOUT CJ THESE PUNS. HESE PLANS ARE NOT To BE WC WATER CLOSET _j = CHECKED: RN SCALE: AS NOTED REPRODUCED, C"""°E°, 0R COPIED IN ANY O U FORM OR MANNER WATSOEVER, NOR ARE THEY 14. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCT, PIPING, VENTS, HRDWD HARDWOOD 0 RE ASSIGNED TO A THIRD PARTY WTHO°T SAN JUAN C PISTRANO LIBRARY RE MODEL HT HEIGHT WD WOOD = FIRST 09 TAININ°,HE WRITTEN PERMISSION AND ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ~ CONSENT OF JAMES °°°OMA. WI WROUGHT IRON Q = DATE: 4 1 13 HVAC HEATING/VENTILATING WP WATER PROOFING) C) C) OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL DRAWINGS. ALL SUSPENDED EQUIPMENT AIR CONDITIONING WR WATER RESISTANT TITLE SHEET T - TO BE PROVIDED WITH APPROVED LATERAL BRACING. ID INSIDE DIAMETER WWM WELDED WIRE MESH INCL INCLUDING ANGLE K: 1 c main sjc library product SUBL .SET4/W/M X31 1 2 3 4 5 G o7/29A C 5 1 ') 7 F MI A C I K: \-i am a in \sjc iibrary\proauct\3uuL bt I uc;iyu/\XLm—etc; i.aec z 1 4 5 6 f) 7 n 07/29/( w I I C K: \1a main\sjc library\product\SUHL SE I UCAD \F'LNS—SEC I.aec L J 4 5 6 1 7 d r-, F M., ral 0 A c I r\. \iU iiiUni\OJ`'iiUfUIY\IJIVVUIL\,rum JLl U�nu\1 L14J ,� Ul 17 I L 0 C 1 2 3 4 5 6 ELEVATION NOTES 0 EXISTING COPPER AWNING OVER EXISTING SIGN 2O EXISTING EXTERIOR PLASTER TO BE REMOVED AND REPLACED. FINISH TO MATCH EXISTING 5D 2D A-7 A-7 O3 EXISTING METAL TRELLIS / TRANSFORMER SCREEN, TO REMAIN O4 EXISTING GLASS BLOCK WINDOW TO REMAIN 5O EXISTING EXTERIOR PLASTER TOWER TO REMAIN 0 EXISTING MISSION TILE ROOF BEYOND 6 O7 EXISTING WOOD TRELLIS O8 EXISTING EXTERIOR PLASTER COLUMNS 9O EXISTING GRADE . 10 REMOVE EXISTING RETAINING WALL / WATERPROOFING AS REQUIRED FOR NEW ENTRY. ADD EXTERIOR PLASTER 5 12 T 1 1 11 NEW WOOD DOOR &TEMP. GLASS SIDE LITES TOP OF PARAPET 1 12 NEW COPPER AWNING — MATCH EXISTING OVER SIGN -- — —"— — - — — — — — — — — — — — — —— — — —— -- — —————,——————— — — — — —— -- 13 NEW GLASS BLOCK WINDOW —MATCH EXISTING LA tALA 7 14 NEW PAINT LINE — MATCH EXISTING 15 REMOVE EXISTING WATERPROOFING AS REQUIRED FOR L _ J El El 8 NEW EXTERIOR PLASTER — MATCH EXISTING El. 1 16 ROOF LINE BEYOND o BOOKSTORE' 1 17 ROOF &OVERFLOW DRAIN LINES -1 U- Inn] I El t" FIN. FLR. / 1I I j I E 9 4 2 14 15 11 10 1 14 3 13 2 PARTIAL EAST ELEVATION SCALE: 1/4" = 1--0' 5B 5 16 TOP OF PARAPET IIII NO REVISIONS/SUBMISSIONS DATE 3 IIII 1 FIRST AGENCY SUBMITTAL FEI 1:1 El.IIII 2 IIII , � , • III - • L______—� II--- James GoodmaAe Architectur Roy Nunn; Design 232ite 112 Avenida Clemente abricante Su nteCalifo California 92672 949.493.0740 Voice FIN. FLR. I r I information@jgaia.com Member American Institute of Architects An Architectural Corporation 2 13 9 17 PROJECT NAME: FREINDS OF THE LIBRARY BOOKSTORE RELOCATION 31495 EL CAMINO REAL SAN JUAN CAP ISTRANO, CALIFORNIA DRAWN: CW JOB NO.: X EMa `Y RES ° IS GUM AAWS WO LAW """ "h°` COPY .Y RET AN ns ER uw COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE RE OR COPIED CHECKED. RN SCALE: AS NOTED FORM ORO MANNNEER WHATSOEVER. NORNA EYTHEY BTO BE ASSIGNED TO A THIRD PARTY M OUT FIRSTOBTAINING TOD HE WRITTEN PERMISSION AND DATE: 4/1/13 CONSENT OF JAMES WRITTEN PARTIAL NORTH ELEVATION SCALE: 1/4" =1'-0- 5D EXTERIOR ELEVATIONS A - 5 K: \1 a main\s jc 1ibrary\product\8UBL SET DCy�Q/\FjoS— SECT. aec 2 3 4 5 6 An 07/29/( u ral ral C J n C ILI 1 2 3 4 5 6 07/29/03 SECTION NOTES O1 EXISTING ROOF STRUCTURE /2D O EXISTING WOOD STUD WALL A-7 A-7 O EXISTING CONCRETE FLOOR SLAB O EXISTING CONCRETE BLOCK RETAINING WALL O EXISTING CONCRETE WALK O EXISTING EXTERIOR PLASTER A I I I O7 EXISTING CONCRETE FOOTING 8O NEW MTL. COPING TO MATCH EXISTING 8 10 12 9 8 1 9O NEW BUILT—UP ROOFING OVER SOLID PLYWD. SHTG. 1 p NEW ROOF JOISTS — SEE STRUCTURAL DRWGS. 6 2 ISTY 11 SUSPENDED ACOUSTIC TILE CEILING — SEE REFLECTED CEILING PLAN 12 CURB MOUNTED SKYLIGHT — SEE ROOF PLAN 16 13 MECHANICAL EQUIPMENT — MECHANICAL CONTRACTOR TO PROVIDE I DESIGN & BUILD PROPOSAL AND WILL BE RESPONSIBLE FOR OBTAINING 0 2 BEYOND 17 11 18 15 15 14 PERMITS I 6 16 2 15 NEW R-30 FIBERGLASS INSULATION 5 16 NEW R-13 FIBERGLASS INSULATION 0 mill g111 � I NEW 5/8" TYPE "X" GYP. BIRD.II_I1=1111—Illl�l 15 1 21 17 NEW GLASS BLOCK 11111111111111 4 3 1 g NEW, 5/8" TYPE "X" GYP. BIRD. SKYLIGHT SHAFT 1 g 3/4" PLYWD. OVER 2 x 6 CLG. JSTS. AT 16" O.C. III=11_11=11_11=11 11=1111=TP; — 20 2 x 4 STUDS AT 16' O.C. CONTRACTOR NOTE: 1111=1111=1111= I III, -1111- 21 CONCRETE FLOOR SLAB — SEE FOUNDATION PLAN 7 7 22 NEW CONCRETE WALK B INSPECT AND VERIFY 1 WATERPROOFING AND I 23 NON—SLIP CONCRETE STEPS VERIFY ALL SUBDRAINS 24 1 1/2" DIA. PIPE HANDRAIL ARE CLEAR. 25 NEW COPPER AWNING CANOPY — MATCH EXISTING VERIFY CONFORMANCE WITH ORIGINAL ASBUILT PLANS AND PROVIDE NEW ASBUILT PLANS. CROSS SECTION SCALE: 1/4u = 1'-0" 5B SUSP. CLG. INVERTED SKYLT. CEILING GRID WALL ANGLE 6 6 13 13 8 9 10 12 8 9 10 12 ---- PROPERTY LINE OF SIGHT LINE � 6 17 \ \ \ / / 22 25 16 19 13 NO REVISIONS/SUBMISSIONS DATE -----OPEN- EXISTING SIDEWALK 24 15 11 15 1 FIRST AGENCY SUBMITTAL II 6 �I 2 16 23 16 16 1=1111=1111=111 I =1111=1111=1111 0 111=-111111111111=III 15 _ — — =1111=1111= I 20 o RECEPTION 15 RESTROOM — _ _1111 16CID I 11=1111=1111 22 21 00 ---=,-,,- I-1111,= 21 15 3 + + 3 James Goodman 4 Architecture 127.50 F.F. _ RoyNunn; Design rcited D 111=1�11-1�11011 1111=1111=, 1111= 0110 1111 1111=1111= III=,1111=.111=1111=. HIM 11=1—rin =— _ _ =11=1111— 232 Avenida Fabricante Suite 112 San Clemente California 92672 949.493.0740 Voice information@jgaic.com 7 7 7 7 Member American Institute of Architects An Architectural Corporation PROJECT NAME: FREINDS OF THE LIBRARY BOOKSTORE RELOCATION 31495 EL CAMINO REAL SAN JUAN CAPISTRANO, CALIFORNIA DRAWN: CW JOB NO.: X JMBS AWA~ DBA,TS O) CWMOMON LAW M° " EMPId55LY AE4R\f5175 UW COPYRIGHT AND OTHER PROPERTY RIGHTS IN CHECKED: RN THESE PLANS. THESE PLANS ARE NOT TO BE CHAD, OR CO SCALE: AS NOTED FORMOORCMANNER WATSOEVERPIED NORNAREYTHEY TO BE ASSIGNED TO A THIRD PARTY NITHOUT DATE: 4/1/13 FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF JAMES GOODMA. CROSS SECTION SCALE: 1/4" = 1'-0- 2D CROSS SECTION SCALE: 1/4" = 1'-0" 5D CROSS SECTIONS I A- 4/4/2013 K:\1a main\sjc library\product\jUBL SET DCAD\PLNS—SECT 2 3 4 5 6 n C ILI 07/29/( C K: \1 am a in \s jc library\prod uct\SUBL 5E I UUAU \AbLUF'LN.aec 5 I L V T AJ V )3 F.A.U. ALUM, SCREW FLUE THRU ROOF INTO WD. BM. INTO SPACES COOLING COIL RESTROOM NOTES @ HEAD & SUPPLY DUCT EXPN, SHIELD FILTER RETAINERS 1O 1 1/2" � X 42" LONG GRAB BAR 1 1/2 " CLEAR FROM WALL @ MAS. JAMB �ALUM. CHANN L "BOBRICK" B-490 x 42 SATIN FINISH STAINLESS STEEL 0000 000000000 CEM, PLST. HD. 8M JAMB AIRFLOW 0000 00000000 aQ99 00000099 AIRFLOW -,'1 1/2 2 " X 36" LONG GRAB BAR 1 1/2" CLEAR FROM WALL EX N. STRIP 0000 000000000 "BOBRICK,� " B-490 x 36 SATIN FINISH STAINLESS STEEL SEALANT O3 RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTICAL "BOBRICK" B-4369 SATIN FINISH STAINLESS STEEL PLYWOOD PLATFORM PROVIDE AUXILIARY 7°-6" 6'-4" CONDENSATE DRAIN ATTACH 2x12 TO SIDE OF PAN O4 SURFACE MOUNTED DBL. ROLL TOILET PAPER HOLDER PLST GROUND BOTTOM TRUSS CHORD REFRIGERANT AND C-0" MIN. C-0" 2'-4" WITHOUT STOPS "BOBRICK" B-2740 SATIN FINISH CONDENSATE LINE NOTE; CONNECTIONS O5 SURFACE MOUNTED TOILET SEAT COVER DISPENSER WARM -AIR FURNACES INSTALLED IN ATTICS OR FURRED 1 1'-6" 1 2'-0" MOUNTED 40" A.F.F. MAX. "BOBRICK" B-221 SATIN FINISH SLOPE PLST . SPACES SHALL BE PROVIDED WITH THE FOLLOWING: @ SILL 1. A MINIMUM 24 INCH BY 48 INCH ACCESS (MAXIMUM 20 FEET FROM FURNACE), O6 CERAMIC TILE OVER W.R. GYP. BIRD. -SEE ELEVATIONS FOR HGT. I�NISEX SIZE, PATTERN &TYPE -SELECTION BY OWNER 2. CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES ITUMINUS WIDE FROM ACCESS TO FURNACE. RESTROO1"f O7 CERAMIC TILE FLOORING w/ 6" HIGH SELF -COVED BASE LEX FLASHG 3 LEVEL WORKING PLATFORM IURNACE. NIMUM 0 INCHES IN DEPTH 1 6 5 4 SIZE, PATTERN & TYPE - SELECTION BY OWNER ALONG ENTIRE FIREBOX SIDE OF FA 4. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE T O8 LEVER TYPE FAUCET (CONTROLLED BY SWITCH LOCATED AT REQUIRED ACCESS) AT OR NEAR FURNACE. O9 INSULATE HOT WATER PIPE & DRAIN LINE 5D A-8 \ 10 FLUSH VALVE TOILET - AM. STANDARD 11 WALL HUNG SINK - AM. STANDARD A2 ' A3 NOT TO SCALE NOT TO SCALE 1. � 15 2 Z � 12 PROVIDE SOLID BACKING FOR ALL WALL HUNG ITEMS moo„ N 10 \ 5D A -g / 13 POLISHED PLATE GLASS MIRROR WIITH STAINLESS STEEL FRAME 1-O Ilk /3C 16 12" MAX . A-8 °' 14 SMOOTH TEXTURED DRYWALL TO MATCH EXIST.G w/ SEMI -GLOSS PAINT 60" DIA. CLEAR CIRCLE e 6 A-8 Z 15 3'-0" x 6'8" SOLID CORE DOOR PAINT TO MATCH EXISTING ot 1g SCHLAGE BRUSHED STAINLESS STEEL HARDWARE PRIVACY LOCKSET ADJ. SHELF O INCLUDE ADA APPROVED DOOR SIGN 1J/ HD. VD.0 - 3 17 TYP. EACH RESTROOM : PROVIDE TACTILE SIGNAGE WITH WORD EDGE I MEN / WOMEN SYMBOL OF ACCESSIBILITY & CHARACTER, RAISED LETTERS & BRAILLE, MOUNTED 60" ABOVE FIN. FLR. - SEE ADA NOTES 0 0 LAMINATED PLASTIC COUNTER TOP & 4" SPLASH 2'-10" HIGH MAX. W 3D ° ° A_g 19 STAINLESS STEEL SINK W/ LEVER TYPE FAUCET & GARBAGE DISPOSAL 1 V' >= SEE PLUMBING PLANS 2�0 ° 3D RECEPT. ° ° A-8 20 LAMINATED PLASTIC CABINETS 3D A-8 21 ADJUSTABLE MELAMINE SHELVES e 22 DRAWER �n _ 4" TOE SPACE 2'4' V`►" O ° I = In SOLID PLASTIC = 3 7D f— TOP 1 SPLASH 1 O z m n - C) U � 91-011 Ln � - _ \ OPEN 1 11`1 z < i �24 22��� IIlk 3 s _ BOX DRAVER VITH FULL 3 EXTENSION SLIDES - — — / -- 1 00 0 0 0 0 ,� 0 l ' LL 0 0 \: — -- ----- — -- p O O -� DOOR s DRAVER t\ 00 ° ° FRONTS AS PER 20 1:10 ° ADJ. SHELF V1 ° SPECS. AND o HD. 4/D. EDGE o DRAIJINGS C14\ 3., 26 24 zM-0„ 2S NII SORTING CABT, SCALE: 3/8" = 1'-0" 3C R E S T R O O M P L A N SCALE: 3/8" = 1'-0" 5C NO REVISIONS/SUBMISSIONS DATE 1 FIRST AGENCY SUBMITTAL 2 13 2M-011 6 6 2'-0' Jaynes Goodman 5 Architecture 232 Avenida Fabricante Suite 112 / San Clemente California 92672 _—_ _—_— 949.493.0740 Voice information@jgaic.com i__________________________________1 --------- I ' _____________ --------- ________ ' I �— ---- I ---------- --- --- -----� I ,--J Member American Institute of Architects An Architectural Corporation I I i �, I Q � f 10--- 12 �, �, 12 � -J co I ;�, PROJECT NAME: FREINDS OF THE LIBRARY o •- 2'-4" CLR. 5 `� N BOOKSTORE RELOCATION N N N Ilk9 <7/ 10 17" MIN. 4 7 31495 EL CAMINO REAL SAN JUAN CAPISTRANO, CALIFORNIA JAMES G IAM DBA JAMES IiJODMAR ARCHITECT I BRUSHED S.S.. 19" MAX. DRAWN: CW JOB NO.: X RESERVES H5 C MMUNHER AN PIPE RADIUS PT. KNBE BRACES 1'-6" 1 -6" 4'-0" MIN. CLR. TO WALL COPYRIGHT TAN COPYRIGHT AND OTHER ANS RT RIGHTS IN PR THESE PLANS. THESE PLANS ARE NOT BE AS NEEDED. CHECKED: RN ANY SCALE: AS NOTED FORM RE OOROMANNER "VMATSOEVERGED, OR PI NOR ED "ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT DATE. MIN. FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF JAMES GOODMA. RESTROOM ELEV SCALE: 3/8" = 1'-0" 3D RESTROOM ELEV, SCALE: 3/8" = 1'-0" 4D RESTROOM ELEV, SCALE: 3/8" = 1'-0" 5D RESTROOM PLN. & INTERIORSA-8 K: \1 am a in \s jc library\prod uct\SUBL 5E I UUAU \AbLUF'LN.aec 5 I] ■ 3 U- C E 10 IL V _T GLASS GLASS 2'-0" LATICRETE 9235 WATERPROOF MEMBRANE (l .) SOUND INSULATION 5/8"" GYP. BOARD 1 ROOF DRAIN w/STRAINER LATICRETE 4237 LATEX THIN BED MORTAR (2.) / • ° BATT INSULATION EXTERIOR PLASTER 1 ' :' ; I SEE PLUMB, PLAN , LEAD SLEEVE FOR SIZE 8 SPEC, GROUT WITH LATICRETE 3701 ADMIX (3.) - \. '. 1/2" PLYWOOD SHEATHING SEALANT BOTH SIDES 1 BUILT-UP ROOF FLASHING COMPOUND WALL FINISH °^ CERAMIC TILE, PAVERS, BRICK, OR STONE t SEE SCHEDULE EXTERIOR CEMENT PLASTER FINISH FLOOR OVER 15# FELT 1-,:'. b I °' FINISH SLAB ; MOIST -STOP FLASHING APRON FLASHING HEAD FLASHING WINDOW FLASHING SEALANT BOTH SIDES , A \ 24 GA, GALV. S.M. DRIP FLASH'G 01 HEAD z SEE PLUMB. = FOR SIZE & SPEC. 'o ° .. N yr A 1/4" DOOR FRAME 1 2x8 BLOCKING 4 • 4 • 4' ' • E^� �'--- W/2x4 ALL AROU ' • RECEIVER � PLASTER STOP EQUAL EQUAL OPENING ® 1/4" WIRE GLASS IN ° 2'-5" SQ. DRAIN WELL NOTES: F ION METAL FRAME U LATICRETE 9235 WATERPROOF MEMBRANE, TWO PLYS ARE RECOMMENDED FOR INSERT FLASHING SEALANT EXTERIOR DECKS OVER OCCUPIED SPACE DOOR -SEE SCHEDULE 2.) 1:1 PORTLAND CEMENT/FINE SAND GAUGED WITH LATICRETE 4237 ADDITIVE 4 1/2" X 2" HOLLOW 3.) LATICRETE FLOOR GROUT & JOINT FILLER GAUGED WITH LATICRETE 3701 ADMIX COM CT ° °" METAL DOOR FRAME 4.) REFER TO SPECIFICATION DATA SHEET NOS, 230.6 AND 236.0 FOR COMPLETE DETAILS COMMERICAL INSTALATION WITH WATERPROOFING DOOR ROOF DRAIN 09000-02 08501-02 08202-02 08101-02 SCALE; 1" = 1`-0" FLOOR TILE - INT, OR EXT. 11/2" = 1'-0" ]A 2A INTERIOR WINDOW HEAD 3" = 1'-0" 3A DOOR JAMB 3" = 1'-0" ,4A DOOR - HEAD/JAMB 5A 3" = 1'-0" 6'A SUSPENDED ACOUSTICAL CEILING NOTES: AS REQUIRED BY THE STATE ARCHITECT 3 5/8"AGG METAL STUDS STAGGARED AT 48" O.C. r PEcE LEAD LEAD FLASHY GROUT WITH LATICRETE 3701 ADMIX (2.) 1. HANGER WIRES SHALL BE #12 GA FOR 4'-0"X 4'-0" SPACING, TO STRUCTURE ABOVE FLASHING LATAPDXY EPDXY THIN BED MORTAR (3.) 2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN SOUND INSULATION TOP VENT CERAMIC TILE, THIN BRICK, OR STONE 8" OF CEILING PERIMETERS OF 1/4 LENGTH OF END. 3. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB SHALL HAVE COUNTER- BRACED WIRES. . ;� o METAL ANGLE TRIM CLOSURE & JOINT COMPOUND DRAW 1 OR 2 PIECE BAND LEAD FLASKG FINISH FLOOR 4• CEILING GRID MAY BE ATTACHED TO 2 ADJACENT WALLS; THE CEILING SHALL BE AT -• WALL FINISH - WALL BLDG. PAPER -LAP OVER CORNER BEAD LEG # 12 GA. VERTICAL WIRE R��G 1 1/2" GYPCRETE 2000 }� LEAST 1/2 INCH FREE OF OTHER WALLS, ,:: SEE SCHEDULE & SOFFIT BLDG. PAPER CAP SHEATH'G 5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS HORIZONTAL STRUTS SHALL BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY TYPICAL, CONTINUOUS ATTACHED TO PREVENT SPREADING. EXT. PLASTER m . r.•:::,'...:••:: „•: ,G. .; t ,..,; •••...• :.;: •:.::.:;• 'e;.•••; .:r. ,,: '-•''i'• 6. A SET OF 4 SPLAY WIRES SHALL BE PROVIDED FOR EACH 144 S.F. FOR SCHOOLS SEALANT BOTH SIDES UNLESS OTHER SPECIALLY DESIGNED AND DETAILED BRACING IS PROVIDED. FIRST ;.• :. : : -''. '' `.' • SET OF SPLAY WIRES SHALL BE 6'-0" FROM ANY WALL. WIRE SHALL BE TAUT WITHOUT CAUSING CEILING TO LIFT. '• ' WALL MAIN RUNNER OR CROSS TEE I- 7. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS, FASTEN SPLAY WIRES NOTE; WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES, 1/8" POP RIVET AT ALL HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH " MEMBERS ONE WALL A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCE ACTING ON THE WIRE. -•� �- 8. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL 1/4" WIRE GLASS IN • BEGIN SOFFIT BLDG. PAPER 8" UP WALL BEHIND WALL BLDG. ACOUSTICAL BOARD NOTES: UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT METAL FRAME PAPER & CORNER BEAD LEG WALL ANGLE HIGH PIPE PROFILE LOW PIPE PROFILE ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO OSA/SSS. 3 5/8" METAL STUDS AT DATA SHEET NO. 152 FOR WOOD FLOOR CONSTRUCTION REQUIREMENTS 24" O.C. 2) LATICRETE FLOOR GROUT & JOINT FILLER GAUGED WITH LATICRETE 3701 ADMIX 9. ALL LIGHT FIXTURES SHALL BE ATTACHED TO THE CEILING GRID TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. METAL CORNER BEAD (KEENE 1-X OR EQ.) 5/8" GYP, BD EACH '5' 3.) LATAPDXY 210 EPDXY THIN BED MORTAR SOFFIT SIDE SET VERT W/ TYPE 10. ALL FIXTURES AND AIR TERMINALS OR SERVICES IN INTERMEDIATE DUTY GRID SHALL SCREWS 4,) REFER TO SPECIFICATION DATA SHEET NO. 630.1 FOR COMPLETE DETAILS BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT *12 GA WIRES CAPABLE OF SUPPORTING 4 TIMES THE LOAD, 11. SURFACE MOUNTED LIGHT FIXTURES SHALL BE SUPPORTED BY A MINIMUM OF TWO CERAMIC TILE OVER PLYWOOD POSITIVE CLAMPING DEVICES MADE OF *14 GA MINIMUM STEEL WHICH SURROUND THE CEILING RUNNER AND SHALL BE SUPPORTED TO THE STRUCTURE ABOVE WITH A #12 GA 13000-03 09000-16 WIRE. ROTATIONAL SPRING CLIPS ARE NOT ACCEPTABLE. 08502-01 06121-12 HANGER WIRE - FLOOR -INTERIOR 3" = 1'-0' 1g INTERIOR WINDOW JAMB 3" = 1'-0" 36 CORNER BEAD 1" = 1'-0' ,46 TYPICAL PARTITION 5B EXT, PLASTER 6 N E SEE NOTES 1 & 7 45• 45' � CROSS RUNNER S �' EXTERIOR CEMENT 2X4 PARAPET FRAMING OSB PLASTER OVER META LATH AND 15# FELT / 12 GA SPLAY WIRE METAL STUDS AT 45° A EVERY BLK'G L 2x P•T•D.F. SOLE PLAT W BRACING IN PLANE OTHER ONE IN OPPOSITE FRY SPRINGLOK OR EQUAL c . ' SET IN MASTIC BASE, YP OF EACH RUNNER WALL FINISH - DOOR DIRECTION AT 4'-0" O.C. MODEL `ST' E -I_ VERTICAL ANGLE = 45° SEE SCHEDULE - 26 GAUGE GALV. 45• / 45' REFER TO NOTES 6 & 7, DOOR SHOE - NOTE; ALL STUDS & CHANNELS METAL WEEP SCREED SMOKE PROOF SHALL BE 20-25 GA. ICBO 2X4 @ 32" OC l #14471 OR APPROVED EQUAL I. ' '' `• -'- CONCRETE ' �: '14-.,'.'.- .y .' CURB b ?; I: '•I • :. % . ` :. d `'�'' .-.` CONT. SEALER REFE TO SPECS NON-COMPRESSIBLE / / MAIN RUNNER SEALANT BOTH SIDES THRESHOLD SET IN SEALANT - HANDICAP 1 I FASTEN TOP RACK 5/8" OSB / :1: 1 ; :• FILLER, REFER TO SPE / NOTE; S ?' 'v N APPROVED 5/8` TYPE )('GYP. BD. �° BOTT. _ • • '•• � :: I �� • - �: BRACING WIRES &VERT• - - � a > � OF CLG. JOIST WHERE CORK. N .••, , : 5 ur • ?' FIN, FLOOR ' CONC, SLAB •�q STRUTS OCCUR AT 12'-0" E R OCCURS. INCLUDES LID o/ LT.S MAX. IN EA. DIRECTION. ,: :.. BUILT-UP ROOFING N FIN, SLAB :. I ..�. '.... ' 3 5/8' METAL STUDS AT ; -: O.C. WITH 5/8" GYPSUM • � { f CONIC. STOOP16" •: • • III V, SEE PLAN BOARD EACH SIDE FRAME .. RA.DOOR -13 BATT INSULATION AT ..: P' ':•. �. .•V•., •':'y.'., I'l• , •,•P •. ... '.. •:. I': I': a - :.... " P.: •A" : ,• '►:' •-.V..' ;v.•• -': ;'.P--. .:• .�: ; '.. •° :.: _�'.. • ;• ?� : •:.; .t . JOIST OR RAFTER ., REFER TO STRUCT• DWGS DOOR GASKET CONC, SLAB & .P.: '• -:�: '.. .- :r,: ..•P '•^ P :e .. a': .: '.e. ...° • - " :' FOOTING DETAIL / EXT, OR COMMON TENANT V WALLS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEE STRUCTURAL :• .I �: ":: '..• • ', 1/2" EMT -CRIMP ENDS TRUSS WALL P: •...: •v. •..: ;..' •I : ;.:,::I `•li.::: :.:v....`_ AND SCREW TO FRAMING a • .-•,::'. ' :'.. .. , '• .o TEK SCREW #10 x 1' FRAMING :.. •: ;:`: • ' '.''• . :.•.. .. A'.°_ - - ABOVE AND T -BAR AT 12 O O C, 6 0 FROM EA DOOR -SEE SCHEDULE :. . J ;... ¢ : •:: °::' : 3 5/8" METAL FLR. CHANNEL 2,-2.. NOTE: MAX VOLUME OF P' .. • :' >.: ' -. •>',.' ; 1' :.: ':. �". •" :: ::. °,-i •:I.. ,"• :: •' :I ..J : '. " ;:P...ti',.':; - I -IIII EACH SIDE WALL. COMPLY WITH STD 47-18 47.1812(C)• ,, :..` .; ° .:.: • o' '• -' • P ; :: : v SHOT TO FLOOR AT 36" O.C. BASE, REFER TO FINISH SCHED. FINISH FLOOR VOID AREA = 160 CU FT - (ACTUAL - 154 CU FT) • '• ''' '• •` �' I- SUB -FLOOR 06121-13 °. •, 08101-04 08740 - SLAB EDGE AT SIDEWALK 3C ARAPET BRACING 1 1/2" = 1'-0" 1 C T -BAR INTERIOR DOOR HEAD NO SCALE 1" = 1'-0" .4 C 1TF`I'Fi� 130 L D Br�2r�r-C" 5 C SCALE 1" = 1"-0" 1 1/2" = 1'-0" 6 EXTERIOR CEMENT SHEET METAL COPING NU KLVItflUINI�:)/Z�)UbMlt�tfl`UlNt� UA IL VERTICAL STRUT 1 FIRST AGENCY SUBMITTAL PLASTER OVER METAL W/ CLEATS, SLOPE TO ROOF SIDE 2 (#8 ACCESSIBLE CEILING) LATH FASTENED WITH SELF -FURRING NAILS (NO CERAMIC TILE, THIN BRICK, GRANITE OR STONE RIGID FOAM FILLER / PROVIDE SETS OF (4) 12 GA. STAPLES) OVER 60 MIN, SPLAYED BRACING WIRES 90 : BUILDING PAPER t, / NOT MORE THAN 12' BY 12' 12 GA HANGER WIRES (2 LAYERS 60 MIN. PAPER @ SHEARWALLS) LATICRETE 4237 LATEX THIN BED MORTAR (2.) / ON CENTER / REFER TO NOTE 1 & 7. 8" MAX e• Max PLYWOOD WHERE OCCURS GROUT WITH LATICRETE 3701 ADMIX (1•) _ �Y _ ' 0 �± Jaynes Good tan (1.12 LB/FT MIN.) BATT INSULATION :.' CONT. HORIZ. STRUT 0, C g e C �U I, e U REFER TO NOTE 5 CONIC. SLAB :, :1 LATICRETE 9235 WATERPROOF MEMBRANE (3.) TURN ROOF 7/8" X 26 GA. FURRING CHANNELS 0 12" O.C. - 1/2" CLEAR 2X4 OVER 2X8 MAT L UP O Nunn; Design rc It2Ct y 9 SADDLE TIE FURRING TO • •` 2x P.T.D,F, SOLE PLATE WALL RUNNER W/ ONE STRAND 26 GAUGE GALV• CEMENT BOARD 232 Avenida Fabricante Suite 112 - OF 16 GA. WIRE METAL WEEP SCREED 3"X3" CANT San Clemente California 92672 949.493.0740 Voice STEEL OR WOOD STUD STRIP info (it Member American Institute of Architects ACOUSTICAL 4 WALL MOLD'G I I An Architectural Corporation TILE UNIT W/ WD. SCREWS TO WD. BLK'G, OR EXPAN BASE N NOTES; 0 U LATICRETE GROUT GAUGED WITH LATICRETE 3701 ADMIX POP RIVETS I PROJECT NAME: FRONDS OF THE LIBRARY 5/8" TYPE 'X' GYPSUM REFER TO NOTE 4 SHIELD TO C.M.U. I I FINISH SLAB 2.) 1.1 PORTLAND CEMENT/FINE SAND GAUGED WITH LATICRETE 4237 BOARD CEILING FIN. WALL I I ' ADDITIVE BOOKSTORE RELOCATION �p 3•) LATICRETE 9235 WALL AND PANEL WATERPROOF MEMBRANE OSB PROVIDE WALL ANGLE AT I I 4,) REFER TO SPECIFICATION DATA SHEET NOS, 230.41, 237.0, AND 31495 EL CAMINO REAL PARALLEL WALL CONDITION �)' ryl' 258.7 FOR COMPLETE DETAILS #10 RHWS 0 24" O.C. NOTE WALL CONDITION 5.) WATERPROOF MEMBRANE RECOMMENDED FOR CONSTANT WET ROOF TRUSS SAN JUAN CAPISTRANO, CALIFORNIA I I AREAS SUCH AS GANG SHOWERS. MAY BE DELETED IN DRY AREAS , =MM BBA JM,a=NAN,wo]I HT AN ITS PAW DRAWN: CW JOB NO.: X COPYRIGHT GRA AND OTHER PROPERTY RIGHTS IN R CEILINGS TO COMPLY WITH UBC TABLES 25-A AND 16-0. FINISH GRADE • �- •, )HESE PLANS. )HESE PLANS ARE NOT i0 BE TT! SE II�IIIIIII 1111111 I�IIII, „IIII=_„IIII IIII„I WET AREAS - BATHROOMS OR SHOWERS CHECKED: RN SCALE: AS NOTED FORM OR°MANNER"WHAT OR COPIED NOR"AREYTHEY 0 BE ASSIGNED TO A THIRD PARTY W1THOl1T o1oD17 06121-02 09000-08 IRST OBTAINING THE WRITTEN PERMISSION AND DATE: 4/1/13 ONSENT OF JAMES GO°DMA. 2D 3D PARAPET INTERIOR DETAILS A-9 SUSPENDED GYP, BD, CEILING 3" = 1'-0" 1D SUSPENDED ACOUSTIC CEILING 3" =1'-0" PLASTER SCREED 3" =1'-0" INTERIOR WALL 11/2" = r -o` 4D SCALE r' = r-0' 5D 7 I] ■ C TYPICAL SHEAR WALL SCHEDULE (WSP) ANCHOR BOLTS (WOOD STRUCTURAL PANELS) NAILING (SPN) WALL OR INT. WALL GRADE: STRUCTURAL I 19/32" 3/4" 1-1 /8" 1-1 /2" 7/1 G"(OR 1 5/32")w/8d @ G" (2) 1 Gd @ 8" 42" 48" SWI ONE SIDE OF WALL LTP4(5) @ 24" 3-1/2" I Od 0. 148" 7/1 G"(OR 15/32")w/8d @ 4" (2)(3) 1 Gd @ G" 20"(4) 32"(4) W2 ONE SIDE OF WALL LTP4(5) @ 18" 0.13 1" 2-1/8" 2-1/8" 7/1 G"(OR 1 5/32"Wi5d @ 3"(2)(3) 1 Gd @ 4" 20"(4) 24"(4) SW3 ONE SIDE OF WALL LTP4(5) @ 14" 15/3 2 1' w/ I Od @ 3"(3) 1 Gd @ 4" 1 G" 20" SW4 ONE SIDE OF WALL LTP4(5) @ 10" 15/32" w/ I Od @ 2"(3) 1 Gd @ 3" 1211 1 G" SW5 ONE SIDE OF WALL LTP4(5) @ 8" 7/1 G"(OR 15/32")w/8d @ 3"(2) (2)- I Gd @ 4" 10" 1 2" WG BOTH SIDES OF WALL(1 ): (2)-LTP4(5) @ 14" 15/3 2 1' w/ I Od @ 3"(3) (2)-1 Gd @ 4" 8" 10 SW BOTH SIDES OF WALL(I ): (2)-LTP4(5) @ 10" 15/32" w/ I Od @ 2"(3) (2)-1 Gd @ 3" G" 8" SW8 BOTH SIDES OF WALL(I ): (2)-LTP4(5) @ 8" SEE FOUNDATION AND FRAMING PLANS) FOR EXTENT OF SHEAR WALL TYPES. MIN. EDGE DISTANCE FOR ANCHOR BOLTS IN 3-1/2" EXT. WALLS IS 1-3/4". MIN. EDGE DISTANCE FOR ANCHOR BOLTS IN 5-1/2" EXT. WALLS IS 2-3/4". SHEAR WALL NOTES: I . WHERE SHEATHING IS APPLIED TO BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN G", OFFSET PANEL JOINTS. 2. IF STUD SPACING IS GREATER THAN I G", EITHER USE 15/32" WSP OR APPLY PANELS WITH LONG DIMENSION PERP. TO STUDS. 3. USE 3X STUDS AT ABUTTING PANEL EDGES AND 3X FOUNDATION SILL PLATE. STAGGER NAILING. SEE "ALT. SW PANEL JOINT" DETAIL FOR (2)-2X ALTERNATE TO 3X REQUIREMENT AT PANEL EDGES. 4. FOUNDATION SILL PLATE MAY BE 2X IF ANCHOR BOLT SPACING IS REDUCED IN HALF. 5. WHERE SPECIFIC DETAIL ALLOWS/REQUIRES SIMPSON LTP4, INSTALL AT LEAST ONE LTP4 IN EACH BLOCK WHERE INSTALLED PERPENDICULAR TO FRAMING. G. FIELD NAILING IN ALL CASES IS 12". 7. NO PENETRATIONS IN SHEAR WALLS GREATER THAN I G SQ. IN. PER 100 SQ. FT. IS PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. ANCHORBOLTS: 8. ALL ANCHOR BOLTS SHALL HAVE 3" SQ. X 1/4" THICK PLATE WASHERS. EQUIV. MALLEABLE WASHERS (i.e., McMASTEK-CARR #91 1 53AO35 FOR 5/8"0) ARE ARE ACCEPTABLE SUBJECT TO REVIEW BY REQUEST. 9. IN ADDITION TO THE ANCHOR BOLT SPACING SHOWN IN THE SHEAR WALL TABLE, THE FOLLOWING LIMITS ARE APPLICABLE: THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT NOT MORE THAN 12 INCHES OR LESS THAN 7 BOLT DIA. (4-3/8" FOR 5/8"0) FROM EACH END OF THE PIECE. 10. ALL SHEAR WALL ANCHOR BOLTS AND HOLD DOWN HARD WARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. ROOF DIAPHRAGM: ROOF SHEATHING SHALL BE 15/32" WSP CDX w/ 8d @ G" (BN) - G" (EN) - 12" (FN), UNBLOCKED, PII 24/0 TOP PLATE SPLICE: USE (8) 1 Gd @ EACH END OF SPLICE EXCEPT WHERE SPECIFICALLY DETAILED ON THESE PLANS (SEE STRUCTURAL NOTES) WSP = WOOD STRUCTURAL PANELS SEE PLANS FOR SIZE AND SPACING OF JOISTS BOUNDARY NAILING (B.N.) @ BOUNDARIES * CONTINUOUS PANEL JOINTS FIELD NAILING T.N.) BLOCKING WHERE SPECIFIED IN STRUCTURAL NOTES OR FRAMING PLANS) WSB SHEATHING PER FRAMING PLANS JOINTS, TYPICAL WOOD STRUCTURAL PANEL SHEATHING LAYOUT SCALE: NOT TO SCALE 5IMPSON CS COIL STRAP PER FRAMING PLANS II/1 I/I IVI 1/11 III Al m _Jw U-1 n OR// / POST PER FRAMING / PLAN (2-2X UNO) �. / � SEE SPECIFIC HOLD - 000. DETAILS FOR SIZE AND NUMBER OF // FACE NAILS WHEN USING (2)-2X STUDS EDGE NAILING PER /SHEAR SCHEDULE / TOP OF CONCRETE I I 51MP50N PHD HOLDOWN AND SSTB ANCHOR PER FOUNDATION PLAN NOTE TO FRAMER: THIS STRUCTURE IS LOCATED IN A VERY HIGH SEISMIC REGION. THE OCCUPANTS ARE RELYING ON YOUR CRAFTSMANSHIP TO HELP ENSURE THEIR SAFETY. THE MOST IMPORTANT THING YOU CAN DO TO ENSURE THEIR SAFETY IS TO FOLLOW THE PLANS AND CALL THE STRUCTURAL ENGINEER IF THERE IS SOMETHING YOU DON'T UNDERSTAND OR THERE IS A CONDITION WHICH CANNOT BE ACHIEVED AS DRAWN AND/OR DETAILED. I=�1_ 1 L 4II 0 I I I I J w IIII IIII IIII AlI FIELD i NAILING SEE NOTE (2) �w �0 z _ z C) w p .� �Q J • W C) 0 / w i \-ANCHOR BOLTS PER SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR WALL SCHEDULE TYPICAL SHEAR WALL FRAMINIG SEE SHEAR WALL SCHEDULE SHEAR WALL ID WHERE A=GRID LINE B=LEVEL C=PANEL NUMBER PHYSICAL LENGTH OF SHEAR WALL (1) I Gd COM AT TWICE THE SPACING AS SHEAR WALL EDGE NAILING WHEN DOUBLE STUDS ARE USED AS POST SIMPSON CMST COIL STRAP PER FRAMING PLANS EDGE NAILING (E.N.) 1/8" EDGE DISTANCE ALL JOINTS LONG DIMENSION OF PANEL TO RUN PERPENDICULAR TO JOISTS 3/8" MINIMUM EDGE DISTANCE @ ALL NAILING MINIMUM SHEATHING TO BE 2'-0" x 4'-0" SHEAR PANEL PER FRAMING PLANS AND SHEAR WALL SCHEDULE SOLE PLATE NAILING (SPN) PER SHEAR WALL SCHEDULE 51MP50N LTP4 PER IIII SHEAR WALL SCHEDULE AND SPECIFIC DETAILS POST PER FRAMING PLAN 51MP50N HD HOLD DOWN PER FOUNDATION PLAN NOTES: (1). PHYSICAL LENGTH OF SHEAR WALL MUST BE EQUAL TO OR GREATER THAN DESIGN LENGTH. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES. (2)• PROVIDE BLOCKING AT PANEL JOINTS. 3X BLOCKING MAY BE REQUIRED DEPENDING ON SHEAR WALL SPECIFICATION. SEE SHEAR WALL SCHEDULE FOR REQUIREMENTS. STAGGER NAILS ON OPPOSITE SIDE OF PANELS. PROVIDEyB" GAP BETWEEN SHEAR PANELS. DRIVE BOTTOM OF NAIL HEAD FLUSH WITH SHEAR PANEL. DO NOT -OVER DRIVE NAILS! (3), TRIMMER AT HEADER MAY BE USED AS END OF SHEAR WALL AND HOLD DOWN POST PROVIDING END LENGTH OF STRAP ABOVE, WHERE OCCURS, IS EXTENDED TO BELOW THE BOTTOM OF THE HEADER AS SHOWN. I, ROUGH CARPENTRY A. LUMBER GRADES ALL SOLID FRAMING LUMBER SHALL BE GRADE MARKED AND CONFORMING TO THE STANDARD GRADING AND DRESSING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU. MAXIMUM MOISTURE CONTENT TO BE 19%. 1. REPETITIVE USE MEMBERS (@24" O.C. OR LESS): STUDS AND PLATES DOUGLAS FIR -LARCH CONST. li. JOISTS AND RAFTERS: 2X45 TO 4X45 DOUGLAS FIR -LARCH #2 2XG'5 TO 2X 105 DOUGLAS FIR -LARCH #2 2X 125 TO 2X 145 DOUGLAS FIR -LARCH #I 2. SINGLE USE MEMBERS: I. BEAMS: 4X5 DOUGLAS FIR -LARCH #I GX5 AND 8X5 DOUGLAS FIR -LARCH #I I. POSTS AND MULLIONS 4X4 TO 4X 10 DOUGLAS FIR -LARCH #I 4X 12 AND WIDER DOUGLAS FIR -LARCH #I GXG AND LARGER DOUGLAS FIR -LARCH #I 3. ALL WOOD WITHIN 8" OF CONCRETE OR WITHIN 18 INCHES OF FINISH GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR (DENOTED AS PTDF ON PLANS) OR SILL GRADE REDWOOD. B. NOTCHES AND HOLES IN STUDS STUDS IN EXTERIOR WALLS AND BEARING PARTITIONS MAY BE CUT OR NOTCHED NO MORE THAN ONE-FOURTH ITS WIDTH; AND STUDS FOR NON-BEARING WALLS NO MORE THAN FOUR -TENTHS ITS WIDTH. BORED HOLES SHALL BE LIMITED TO 40% WIDTH IN ITS WIDTH. BORED HOLES SHALL BE LIMITED TO 40% WIDTH IN ANY STUD, LOCATED AT LEAST 5/8" FROM EDGE OF STUDS. C. PLYWOOD I . ALL PLYWOOD SHALL CONFORM WITH U.S. PRODUCT STANDARD 1-95 AND BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 2. PANELS WHICH MAY HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER OR TO MOISTURE SHALL BE CLASSIFIED AS EXTERIOR. PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE AND BONDED WITH EXTERIOR GLUE WHERE EXPOSED TO THE WEATHER. THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH PANELS ARE APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. 3. PANEL THICKNESS, GRADES AND PANEL IDENTIFICATION INDEX (PII) SHALL BE AS SPECIFIED UNDER "SHEAR WALL SCHEDULE" FOR WALL SHEATHING AND DIAPHRAGMS FOR ROOF AND FLOOR SHEATHING. 4. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOORS SHALL HAVE TONGUE AND GROVE OR BLOCKED PANEL EDGES. PLYWOOD SPAN RATINGS SHALL CONFORM WITH TABLE 2304.7 5. SEE "NAIL TABLE" FOR APPROPRIATE INTERPRETATION OF NAIL SIZES BETWEEN PENNYWEIGHT AND DECIMAL INCHES. D. BOLTS AND METAL CONNECTORS I . BOLTS IN TIMBER TO HAVE STANDARD WASHERS UNLESS NOTED OTHERWISE ON THESE PLANS. BOLTS HOLES TO BE 1/32" TO I/ I G" LARGER THAN THE BOLT DIAMETER. NO LARGER HOLES ARE PERMITTED. 2. ALL METAL CONNECTOR AND HANGERS TO BE "SIMPSON STRONG TIE" OR EQUAL, SUBJECT TO THE PRIOR WRITTEN APPROVAL OF ALLEN DESIGNS. 3. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. E. GLUE -LAMINATED BEAMS I . ALL GLUE -LAMINATED BEAMS (DENOTED AS "GLB" ON FRAMING PLANS) SHALL BE DOUGLAS FIR COMBINATION 24F -V8 FOR CANTILEVERED SPANS AND 24F -V4 FOR SIMPLE SIMPLE SPAN CONDITIONS. 2. GLUE -LAMINATED BEAMS ARE TO BE MANUFACTURED IN ACCORDANCE WITH AITC 1 17, LATEST EDITION. 3. FABRICATION OF GLUE -LAMINATED BEAMS SHALL BE DONE BY A LICENSED FABRICATOR AND A CERTIFICATE OF CONFORMANCE TO AITC SPECIFICATIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. ENDS OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR PROTECTION DURING SHIPPING. 5. GLUE -LAMINATED BEAMS SHALL BE CAMBERED AS SHOWN ON THE FRAMING PLANS. C+0" ON THE PLANS INDICATES A CAMBER WITH A RADIUS OF 3,500 FEET "UP" 11UPII (/-\). I1 \). F. PREMANUFACTURED PRODUCTS ALL STRUCTURAL PRODUCTS SHALL BE DESIGNED BY MANUFACTURER AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. G. TYPICAL NAILING SCHEDULE THE FOLLOWING NAILING SCHEDULE SHALL BE FOLLOWED FOR CONNECTIONS NOT SHOWN IN THE STRUCTURAL DETAILS. SEE "NAIL TABLE" FOR NAIL DEFINITIONS. JOIST TO SILL OR GIRDER, TOENAIL 3-8d BRIDGING TO JOIST TOENAIL EACH END 2-8d I "X G" SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d WIDER THAN I " X G" SUBFLOOP, TO EACH JOIST, FACE NAIL 3-8d 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-1 Gd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL I Ga(go TOP PLATE TO STUD, END NAIL 2- I Gd STUD TO SOLE PLATE TOENAIL 4-8d END NAIL 2-1 Gd DOUBLED STUDS, FACE NAIL I Gd@24" DOUBLED TOP PLATE, FACE NAIL I Gd@ I G" CONTINUOUS HEADER, TWO PIECES I Gd@ I G" ALONG EA. EDGE CEILING JOIST TO PLATE, TOENAIL 3-86 CONTINUOUS HEADER TO STUD, TOENAIL 4-87 CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3 -Gd CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-1 Gd RAFTER TO PLATE, TOENAIL 3-8d I "X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d BUILT-UP CORNER STUDS 3-87 2" PLANKS I Gd@24 2-1 Gd@ EACH BEARING H. WATER HEATER SHALL BE ANCHORED OR STRAPPED TOP AND BOTTOM 1/3 TO PREVENT HORIZONTAL DISPLACEMENTS DUE TO EARTHQUAKES (CPC 5 10.5). 1. I A 11 T A n I C FOR THE PURPOSES OF THE DETAILS SHOWN ON THESE DRAWINGS, THE FOLLOWING NAIL SIZES ARE REQUIRED: NAIL DIA. LENGTH OF NAIL WHEN NAILING THROUGH... 7/1 G" 15/32" 19/32" 3/4" 1-1 /8" 1-1 /2" I Gd 0. 1 G2" 2-1/2" 2-1/2" 2-5/8" 2-3/4" 3-1/8" 3-1/2" I Od 0. 148" 2-1/4" 2-3/8" 2-1/211 2-5/8" 3" 801 0.13 1" 2-1/8" 2-1/8" 2-1/4" 2-3/8" - - NAILS USED FOR ATTACHING HARDWARE (STRAPS, ETC.) SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. GENERAL A. REFERENCES THE FOLLOWING REFERENCE DOCUMENTS ARE TO BE FOLLOWED FOR GENERAL AND CONSTRUCTION PRACTICE AND ARE TO BE CONSIDERED AS A PART OF THE DESIGN SPECIFICATIONS: 2010 CALIFORNIA BUILDING CODE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 3 16, LATEST ED. MANUAL OF STEEL CONSTRUCTION, LATEST EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION B. SHOP DRAWINGS SHOP DRAWINGS AND STRUCTURAL CALCULATIONS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO ALLEN DESIGNS AND BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION: PRE MANUFACTURED FLOOR JOISTS (TJ15, ETC.) SHOP FABRICATED FLOOR AND ROOF TRUSSES (DEFERRED SUBMITTAL IN ACCORDANCE WITH CBC SECTION I OG.3.4.2) WET STAMPED AND SIGNED BY CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER. SPIRAL OR CIRCULAR STAIRS GLU-LAM BEAMS: A CERTIFICATE OF INSPECTION OR A CERTIFIED INSPECTOR'S HAMMER MARK MUST BE PROVIDED TO ALLEN DESIGNS AND BUILDING DEPT. FOR EACH BEAM. SEE ALSO PARAGRAPH (E) UNDER "ROUGH CARPENTRY". STRUCTURAL STEEL SHOP DRAWINGS SUBMITTED BUT NOT REQUESTED MAY BE RETURNED UNREVIEWED. NUMBER OF COPIES SUBMIT ONE SET OF PRINTS AND ONE SET OF REPRODUCIBLES. THE REPRODUCIBLE SET WILL BE RETURNED MARKED WITH COMMENTS (IF ANY). THE SET OF PRINTS WILL BE RETAINED FOR ENGINEER'S RECORDS. ADDITIONAL SETS SUBMITTED MAY BE RETURNED WITHOUT COMMENTS DEPENDING ON THE EXTENT OF COMMENTS. C. DESIGN CRITERIA DEAD LOAD: LIVE LOAD: ROOF LOAD 14 PSF 20 PSF (REDUCIBLE) FLOOR LOAD 10 PSF RESIDENTIAL 40 PSF (REDUCIBLE) OFFICE 50 PSF (REDUCIBLE) SEISMIC CRITERIA OCCUPANCY CATEGORY II SEISMIC DESIGN CATEGORY D NEAR SOURCE FACTOR S1= 0.487 NEAR SOURCE FACTOR S5= 1 .3GO SEISMIC COEFFICIENT Fa= 1.00 SEISMIC COEFFICIENT Fv= 1.50 R = G.5 (WSP SHEAR WALLS) IMPORTANCE FACTOR I s 1.00 WIND CRITERIA DESIGN WIND VELOCITY 85 MPH EXPOSURE C IMPORTANCE FACTOR Iw 1.00 D. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE THEY MAY CONFLICT WITH DETAILS AND NOTES ON OTHER WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOW, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY ALLEN DESIGNS. E. WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE LATEST EDITION OF THE CBC, C.A.C. TITLE 24, AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS. F. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR AND WALL OPENINGS, FLOOR FINISHES, ETC. G. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES AND SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED INTO STRUCTURAL WORK. H. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF ALLEN DESIGNS PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ALLEN DESIGNS AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. J. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED TO ALLEN DESIGNS SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF ALLEN DESIGNS. K. THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, TEMPORARY SUPPORTS AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF ALLEN DESIGNS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY ALLEN DESIGNS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONSTRUCTION AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY ALLEN DESIGNS WHETHER OF MATERIAL OR WORK ARE FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. L ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. M. PROVIDE OPENINGS AND SUPPORTS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT TO BE SWAY OR LATERALLY BRACED IN ACCORDANCE WITH CURRENT CODES. N. REFER TO ARCHITECTURAL AND/OR MECHANICAL DRAWINGS FOR SLAB DEPRESSIONS, SLOPES, CURBS, DRAINS, OPENINGS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. O. SAFETY: CONFORM TO APPLICABLE CAU05HA CONSTRUCTION SAFETY REGULATIONS FOR THE WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR AND NOT ALLEN DESIGNS OR THE OWNER. P. HAZARDOUS MATERIALS: UNLESS OTHERWISE PROVIDED, ALLEN DESIGNS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVER, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. Q. ALLEN DESIGNS WILL NOT BE RESPONSIBLE FOR WORK, DESIGNS, DRAWINGS, DETAILS OR ENGINEERING PERFORMED OR PREPARED BY OTHERS. EARTHWORK and FOUNDATION A. FOUNDATION HAS BEEN DESIGNED WITHOUT A SOILS REPORT AS DIRECTED BY OWNER. OWNER ASSUMES ALL RISK RELATED TO GEOTECHNICAL PERFORMANCE. BASIC BEARING VALUE 1,500 PSF PASSIVE PRESSURE 100 PCF FRICTION 0.30 EQUIVALENT FLUID PRESSURE 30 PCF DENSITY 110 PCF B. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO FULLY PROTECT ADJACENT PROPERTIES. C. ALL SITE PREPARATION SUCH AS GRADING AND COMPACTION OF THE FILL SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD CONSTRUCTION PRACTICES WITH SOIL COMPACTED TO 90% (MINIMUM). D. ALL FOOTING EXCAVATIONS SHALL BE FORMED AND CLEANED OF DEBRIS PRIOR TO PLACING CONCRETE. E. BACK FILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT THE APPLIED LATERAL SOIL PRESSURES. F. NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMM FOOTING OR UNDER CONTINUOUS WALL FOOTINGS, GRADE BEAMS, ETC. UNLESS SPECIFICALLY DETAILED ON THESE PLANS. G. ALL PLANTERS ADJACENT TO THE EXTERIOR WALLS SHALL BE LINED WITH WATERPROOFING MEMBRANE AND THE EXCESS WATER SHALL BE DRAINED AWAY FROM THE WALLS. H. SATURATE SOIL 18" DEEP PRIOR TO PLACING SLAB. I. HOLD DOWNS SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. J. PRESATURATE SOIL TO 18" DEEP PRIOR TO PLACING CONCRETE. Engineer/Consultant ° ALLEN DESIGNS t CONSULTING STRUCTURAL ENGINEERS ED 32302 Camino Capistrano, Suite 206 = San Juan Capistrano, CA 92675 V (949) 248-8588 QF (949) 209-2509 lL ® 2012, ALLEN DESIGNS n (STRUCTURAL DESIGN) Z W Z W J J Q Z 0 �C O z Z W Z z mU W JO F- Wj WD 0 M F- ry W W D WO L O0.L W L WU) ILI z W Uj O L oC O L U. 00 12/ 0 Lu PROJECT ADDRESS Q 31495 CAMINO REAL Z SAN JUAN CAPISTRANO, CA ry 0 STAMP W QRpFES3/0 I A4 I w No. 2007 Z m Exp. 12/31/14 ILI U *��9TF RV CTVRP���� OF CAS\F L/ NO. REVISION _j 002/1,5/2013 DESIGN REVS. L W Z Q Z ISSUE DATE Q DECEMBER 14, 2012 L W W L L 0 0 Q PROJECT NO.: 21224 DRAWN BY: BA OD D CHECKED BY: TWA Z W 5DTRUCTURAL � N OTE5 W L Z W L Z F NOT FOR CONSTRUCTION W J J Q N 0 S�00 N I I I I ❑ ❑ I I ----------------------- - — — — — — — — — — — - ---------------------------------i I------ -- I I I I I I ------------------------------------------------� ------ - A 3 '- I I ❑ ❑ I I I I I I I I I HDU2 sD 1.1 110 I I I 11103 I -�I I 5DI1.1 HDU5 HDU2 5D 1.1 N 2 HDU2 5D-1.1 3 m IIII I J II1 � � D -I 1.1 HDUS 2 HDU2 2 2 HDU2 5D-I.I 5D-1.1 IHD3U2 ZI I=5'-5" --------------------------- — � III ❑ ❑ -- —� I 3 I ❑ ❑ I ---------- ---------------- ----- ------------------j - B I I I I I I I I I I I I I I I I I I I 2 I L — — — — — — — J I 1 -777 PROJECT NORTH PARTIAL FOUNDATION PLAN SCALE: 114"= -0 C) W m Z 0 L/ L z W 0 z W J J Q W 0 z W n z 0 U W 0 w 0 Q L w L W W W L L U L 0 L W z 0 W z 0 W U_ w L/ W m J J L Q W 1) Q Q z Q J L W W L W 0 z 0 Q U L 1) z Q W W Z z Engineer/Consultant ALLEN DESIGNS CONSULTING STRUCTURAL ENGINEERS 32302 Camino Capistrano, Suite 206 San Juan Capistrano, CA 92675 V (949) 248-8588 F (949) 209-2509 ® 2012, ALLEN DESIGNS (STRUCTURAL DESIGN) PROJECT ADDRESS 31495 CAMINO REAL SAN JUAN CAPISTRANO, CA STAMP QRpFESS/O AM qF�c w No. 2607 Z m Exp. 12/31/14 \rJ�9TF 'QUC T OF- CA -\F NO. REVISION 0 02118/20 1 3 DE51GN REVS. ISSUE DATE DECEMBER 14, 201 2 PROJECT NO.: 21224 N�' CHECKED BY: TWA PARTIAL FOUNDATION PLAN NOT FOR CONSTRUCTION S-1 2 SD -2. I 4X8#IDF A 35 3 L G'-2 I/ SD -2 I TYP• = I I '- 112" El El( ONDE SING U IT — # (PER RCH.) - ❑ 2' - in ❑ Ll] 3 0 4 N ❑ SD -2. I _� II 0 N 3 3 I SD -2.1 3 z El El >< II 0 0 j_ LT/ �>< 4XG # 1 DF <3> _ 4XG #IDF HUC 44 G (B ) 5D-2.1 SD -2.1 I 1 2 1 PROJECT NORTH PARTIAL ROOF FRAMING PLAN SCALE: 114"= -0 C) W (D _ 0 L/ L z W 0 z W J J Q W 0 z W T) z 0 U W 0 W 0 Q L W W W W W L _ U z 0 L W Q z 0 W z 0 W U w L/ W (D L J Q W 1) Q z Q z Q J L W n W _ W 0 z 0 Q U L 0 z Q W W _ z Engineer/Consultant ALLEN DESIGNS CONSULTING STRUCTURAL ENGINEERS 32302 Camino Capistrano, Suite 206 San Juan Capistrano, CA 92675 V (949) 248-8588 F (949) 209-2509 ® 2012, ALLEN DESIGNS (STRUCTURAL DESIGN) � Z �O �Q m (� JO W J = W LL W 0 O� 0 Z Y Wp �O LL 00 PROJECT ADDRESS 31495 CAMINO REAL SAN JUAN CAPISTRANO, CA STAMP QRpFESS/p w No. 2607 Z m Exp. 12/31/14 � \rJ�9TF 'QUC T OF CA��F NO. REVISION ❑ 02/18/2013 DESIGN REVS. ISSUE DATE DECEMBER 14, 2012 PROJECT NO.: 21224 N�' CHECKED BY: TWA PARTIAL ROOF FRAMING PLAN NOT FOR CONSTRUCTION S-2 EDGE NAILING PER ��I Od FN PER SCHEDULE (SEE NOTES) SHEAR WALL SCHEDULE (HALF IN EACH 2X) SCHEDULE SHEAR WALL, PER FOUNDATION PLAN POST PER FDN. PLAN #4X24" DRILLED G" INTO (E) SLAB AND GROUTED w/POR-ROK (OR EQUAL) EXCAVATE FOR ACCESS HOLD POST IOd ATR DOWN FN HDU2 2-2X @2.5" 5/8"0 HDU4 2-2X @4" 5/8"0 HDU5 4X - 5/8110 HDU8 4X - 7/8110 NOTE: 3X OR 4X POST MAY BE USED TO ELIMINATE I Od_ FN '*'�SIMPSON HDU HOLD DOWN PER SCHEDULE (E) FOOTING (TO REMAIN) 1/4" PLATE WASHER X 3" SQUARE COAT METAL WITH EPDXY PRIOR TO BACKFILLING HOLD DOWN DETAIL SCALE: = 1 1-01' HOLD DOWN DETAIL SCALE. 3/4"= I -0 (N) SHEAR WALL PER FOUNDATION PLAN EDGE NAILING PER SHEAR WALL SCHEDULE (N) SLAB PER FOUNDATION PLAN #3X—�@ 18" DRILLED G" INTO (E) FOOTING GROUT WITH POR -ROK (OR EQUAL) III SEE ARCHITECTURAL DRAWINGS (E) FOOTING 1 ,I V,-�/� x, TREADED ROD DRILLED INTO (E) FOOTING AND GROUTED w/SIMPSON SET EPDXY (CONT. SPCL. INSP. REQ'D.) FAI 2 (E) BLOCK RETAINING WALL (TO REMAIN) (N)-112"0 TITEN HD DRILLED INTO (E) FOOTING SEE SHEAR WALL SCHEDULE FOR SPACING F SHEAR„ ANCHORAGE DETAIL SCALE. 3/4"= l' -O' 3 D m Z 0 L/ L z W D z W J J Q L 0 z W z 0 z W D 0 z 111 Engineer/Consultant ALLEN DESIGNS CONSULTING STRUCTURAL ENGINEERS 32302 Camino Capistrano, Suite 206 San Juan Capistrano, CA 92675 V (949) 248-8588 F (949) 209-2509 ® 2012, ALLEN DESIGNS (STRUCTURAL DESIGN) }Z �O �Q m (� J O W J LU = ry H � LU ry 0 L W PROJECT ADDRESS Q 31495 CAMINO REAL z SAN JUAN CAPISTRANO, CA U 0 STAMP L QRpFESS/d w No. 2607 Z m D Exp. 12/31/14 OF CAS\F W NO. REVISION 002/1,5/2013 DESIGN REVS. Q L J Q L D D z Q ISSUE DATE z Q DECEMBER 14, 2012 L W W L L 0 z 0 Q PROJECT NO.: 21224 U DRAWN BY: BA a CHECKED BY: TWA D z W FOUNDATION � D ETA I LS ILI T- 1 -- n n z L D Z F NOT FOR CONSTRUCTION W J J Q NSD�l 0 ■ 1N I Od @ 12" 2X KING STUD QUANTITY PER FRAMING PLAN (I UNO) HEADER DETAIL SCALE: I -112 = 1 -0 HEADER PER FRAMING PLAN 5IMP50N HUC FACE MOUNT HANGER 4X POST MATCH ROOF SHEATHING BOUNDARY NAILING PER ROOF DIAPHRAGM NOTES SHEATHING PER ROOF DIAPHRAGM NOTES 51MP50N HU FACE MOUNT JOIST HANGER PLYWOOD WEB ROOF JOISTS PER FRAMING PLAN I Od AT SAME SPACING AS SHEAR WALL EN 2X 14 # I DF LEDGER w/(3)- 16d @ I G" EDGE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL, WHERE OCCURS— PER FRAMING PLAN 5 FRAMING DETAIL 5CALE:I BOUNDARY NAILING PER ROOF DIAPHRAGM NOTES SHEATHING PER ROOF DIAPHRAGM NOTES (E) GI -5 (TO REMAIN) ADD (N) 2X4 #2DF TO EACH EXISTING 2X4 FN WITH I Od @ 12" (TYPICAL) I Od AT SAME SPACING AS ROOF DIAPHRAGM BOUNDARY NAILING PLYWOOD WEB ROOF JOISTS PER FRAMING PLAN 5IMP50N HU FACE MOUNT JOIST HANGER 2X 14 # I DF LEDGER w/(3)- I Gd @ I G" (INTO EXISTING STUDS) A 1 FRAMING DETAILFRAMING DETAIL SCALE. I= '-011 1 6 SCALE. I= 1'-0" 2 I Od AT SAME SPACING AS ROOF DIAPHRAGM BOUNDARY NAILING (E) ROOF JOISTS (TO REMAIN) FRAMING DETAIL SCALE. I"= 1'-0" PLYWOOD WEB ROOF JOISTS PER FRAMING PLAN MATCH ROOF SHEATHING BOUNDARY NAILING PER ROOF DIAPHRAGM NOTES SHEATHING PER ROOF DIAPHRAGM NOTES (3)-1 Od @ G" 2XG #2DF @ 48" w/JB2G EACH END SIMPSON H8 2XG #2DF LEDGER SHEAR WALL, WHERE OCCURS PER FRAMING PLAN FRAMING DETAIL SCALE. I"= 1'-0" BOUNDARY NAILING PER ROOF DIAPHRAGM NOTES SHEATHING PER ROOF DIAPHRAGM NOTES (3)-1 Od @ G" PLYWOOD WEB JOISTS PER FRAMING PLAN 2XG #2DF @ 48" w/J52G EACH END I Od @ I G" (INTO EACH STUD) 2XG #2DF LEDGER SHEAR WALL PER FRAMING PLAN 3 (E) GI -5 (TO REMAIN) ADD (N) 2X4 #2DF TO EACH EXISTING 2X4 FN WITH I Od @ 12" (TYPICAL) I Od @ SAME SPACING AS ROOF DIAPHRAGM BOUNDARY NAILING IGd @ IG" (INTO EACH STUD) I Od AT SAME SPACING AS SHEAR WALL EDGE NAILING A EDGE NAILIN�-��� SHEAR WA k SCHEDULE E! D W m Z 0 L/ L z W D z W J J Q W 0 z W z z W D 0 z W Engineer/Consultant ALLEN DESIGNS CONSULTING STRUCTURAL ENGINEERS 32302 Camino Capistrano, Suite 206 San Juan Capistrano, CA 92675 V (949) 248-8588 F (949) 209-2509 ® 2012, ALLEN DESIGNS (STRUCTURAL DESIGN) }Z �O �Q m (� J O W J LU = ry H � LU D OW L O W W W U) W Z W zLLI 0 L oC 0 U L L ry 0 W W PROJECT ADDRESS Q 31495 CAMINO REAL z SAN JUAN CAPISTRANO, CA U 0 STAMP W QRpFES3/0 w No. 2007 Z m D Exp. 12/31/14 U *��9TF RV CTVRp�`��� OF CAS\F W NO. REVISION ZL 02/1,5/2013 DESIGN REVS. Q T J Q W D D z Q ISSUE DATE z Q DECEMBER 14, 2012 L W W T' W 0 z 0 Q PROJECT NO.: 21224 U :� DRAWN BY: BA L CHECKED BY: TWA D z W FRAMING D ETAI LS W T n z W D Z F NOT FOR CONSTRUCTION W J J Q N 0