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HomeMy WebLinkAbout10150128.pdfmr STRUCTURAL ROSAL10 CUEVAS =RESIDENCE DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA. CA 92705 -1065 PH01. 35 14944. 4v 1917 S. SYCAMORE FAX: 94 5-1064 SANTA ANA, CA 92705 4w iRS2 X I— SCALE Q� 1/8" V-0" HEIRAL M07EE CONED L7AN73 N ENV M7EI [ROOF PLAN C3 z 52$-0$$ V ������� LI � �,���� � <. REVISIONS: CODES ALL WORK, MATERIAL, AND EQUIPMENT SHALL BE STRUCTURAL ENGINEER.- BUILDING DEPT. CORR. 07-11-0! FINISHED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING PROPERTY LINE --------- CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY STRUCTURAL DESIGN SOLUTIONS, INC. HAVING JURISDICTION, 1820 E. GARRY AVENUE, SUITE #108 NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT THE SANTA ANA, CA 92705 INSTALLATION OF WORK, MATERIALS, OR EQUIPMENT NOT CONFORMING CONTACT: BASHAR ABDELFATTAH - P.E. TO THESE OR OTHER CODES APPLICABLE TO THIS PROJECT: MOBILE: (949) 292-3340 A. CALIFORNIA BUILDING CODE 2001 (CBC) TEL: (949) 435-1065 B. CALIFORNIA MECHANICAL CODE 2001 (CMC) FAX: (949) 435-1064 C. CALIFORNIA PLUMBING CODE 2001 (CPC) Kl�l 3_3 9�_ 0 1 p I E Q F w (a E q L K D. CALIFORNIA ELECTRICAL CODE 2001 (CEC) E. CALIFORNIA ENERGY CODE 2001 (TITLE 24, PART 6) 1/ ADDED BATH #2 F. SANTA MUNICIPAL CODE (SAMC) 2/ ADDED STUDY ROOM 2, ARCHITECT/ENGINEER: ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OF CONSTRUCTION, SUPERVISION, OR DEVIATION 3/ ADDED BEDROOM 3&4 FROM THESE PLANS WITHOUT PRIOR WRITTEN APPROVAL. 3, SPECIFICATIONS/NOTES: INCLUDED ARE COMPLIMENTARY TO PLANS AND ARE TO BE CONSIDERED AS PART OF THE PLANS. ���_ ����� �({�}[� 4COORDINATION: ALL TRADES/SUB CONTRACTORS SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL OTHER TRADES OCCUPANCY: R-3 AT THE START OF THE PROJECT. CONTRACTOR(S) SHALL INFORM ARCHITECT IN WRITING THAT COORDINATION HAS BEEN COMPLETED CONSTRUCTION TYPE: V-N/ NO SPRINKLERS 5, AND IF THERE ARE ANY UNUSUAL CONDITIONS OR CONFLICTS THEY SHALL BE ENUMERATED AT THIS TIME, COORDINATION OF 5. WORKMANSHIP: ALL WORK SHALL BE DONE IN A NEAT AND ALL EQUIPMENT, SIZE, VOLTAGE, ETC. SHALL BE DONE AT THIS TIME EXISTING BUILDING AREA (NO CHANGES): 1,264 SQ. FT. PRIOR TO ORDERING EQUIPMENT. 6, WORKMANLIKE MANNER, ACCORDING TO THE BEST TRADE PRACTICE PROPOSED LIVING AREA (ADDITION)i 768 SQ. FT. BY THOSE SKILLED IN THE PARTICULAR TRADE, EQUIPMENT FIXTURES, PIPES, DUCTS, AND ETC.. TO GIVE A NEAT AND PLEASING TOTAL COVERAGE: 2,032 SQ. FT. lt�PPEARANCE, ALL EQUIPMENT, FIXTURES, ETC SHALL BE INSTALLED STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7, WARRANTY: ALL WORKMANSHIP, MATERIALS, AND EQUIPMENT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S BENEFICIAL USE OR OCCUPANCY WHICHEVER IS EARLIER, DAMAGE DUE TO VOLTAGE FLUCTUATION, FIRE, ACTS OF ELEMENTS, E INIG-­�F[Frr ACTS OF THE OWNER OROTHER PARTIES, IMPROPER MAINTENANCE, OR NEGLECT ARE SPECIFICALLY EX-CLUDED FROM THE GUARANTEE. ALL REPAIRS SHALL BE PER -FORMED DURING NORMAL WORKING HOURS 1 DAMAGED OFF -SITE WORK: ALL CONCRETE, PAVING, OR AND SHALL BE MADE PROMPTLY AFTER NOTICE OR FAILURE. IF OTHER OFF -SITE FACILITIES DAMAGED BY THE CONTRACTOR OWNER REQUESTS THAT WORK BE PERFORMED ON OVERTIME BASIS DURING THE COURSE OF CONSTRUCTION SHALL BE OWNER SHALL PAY THE DIFFERENCE BETWEEN REGULAR AN OVERTIME REPAIRED OR RESTORED TO ITS FORMER CONDITION AT NO LABOR AT STANDARD BILLING RATES. COST TO THE OWNER 8, SUBMITTAL: CONTRACTOR SHALL SUBMIT SIX (6) COPIES OR ITEM 2 DIMENSIONS: CONTRACTOR TO VERIFY ALL DIMENSIONS, FURNISHED. DATA SHALL INCLUDE MANUFACTURERS APP GRADES, AND OTHER CONDITIONS AT THE PROJECT SITE ��/�� BEFORE COMMENCING WORK. IF ANY DISCREPANCY EXISTS �`������� ��� �i{�Ory'E'S:�) NOTIFY ARCHITECT IMMEDIATELY FOR APPROVAL OF CORRECTIVE 1, INTERIOR FINISHES: REFER TO SCHEDULE(S) FOR INTERIOR FINISHES. MEASURE WOOD SHOULD ANY INTERIOR SURFACE MATERIAL NOT BE SCHEDULED OR 3 EXCAVATION/TRENCHING: CONTRACTOR TO OBTAIN CAL -OSHA TRELLI SHOWN, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO PERMIT PRIOR TO BEGINING ANY TRENCH OR EXCAVATION WORK FURNISHING OWNER WITH BID. 5'-0" OR MORE IN DEPTH. 2, DRY PACK : PROVIDE PORTLAND CEMENT DRY -PACK GROUTING 4 RAMPS: ANY CHANGE OF ELEVATION LESS THAN 12" ALONG UNDER ALL PROTRUDING ALUMINUM THRESHOLDS. EXIT WAYS SHALL BE BY MEANS OF AN APPROVED RAMP, (E) 6'— EXIT LANDINGS: LANDINGS AT EXIT DOORS SHALL BE WITHIN 1/4 Cmu W OF THE FINISHED FLOOR. SPACES PROVIDE FIRE -STOPPING OF 2 $) 5 SIGNS: ALL SIGN PROPOSALS SHALL BE SUBMITTED TO THE NOMINAL SOLID WOOD OR 1/2" GYPSUM BOARD SECURELY FASTENED LOCAL PLANNING DEPARTMENT FOR VERIFICATION OF PLACE AT A MINIMUM OF 20-0" ON CENTER. COMPLIANCE WITH ZONING ORDINANCE. GYPSUM BOARD: PROVIDE WATERPROOF GYPSUM BACKING AT ALL 6 STREET NUMBERS: SHALL BE INSTALLED IN ACCORDANCE WITH TUB AND/OR SHOWER ENCLOSURES WITH MILLED EDGES TURNED STANDARDS PRIOR TO FINAL INSPECTION. DOWN. OBTAIN INSPECTION ON MAILING FROM LOCAL BUILDING 7 SURVEY MONUMENTS: ANY SURVEY MONUMENTS DEPARTMENT PRIOR 0 TAPING/TEXTURING OF SURFACES A V) z A N'S J; ui E. EDINGER AVE S W. POMONA ST.. < E. BERKLEY ST. 0 ac UJ E. OCCIDENTAL ST 4, S vi N IM cr E. ST. ANDREW PL vi AN iO yll'Zv,� "us [PROJECT MTE vilir E. ST. GERTRUDE PL E. ANAHURST PL E. WARNER AVE > W Lo o 0 rl- Q CN W 0) 0 ua >_ < 0 55 0 < 0 0 < Now w < z 0 0 IPRDp�Hy y D�rr7�,�C� c v SHEET D E S C R I P T 1 0 N JUL 12 2005 FRONT PAGES City ofSanta Al A-0 TITLE SHEET, GENERAL NOTES, SITE/ ROOF PLAN C)y rr COT ARCH I T E C T U R A L Exp. A-1 DEMOLITION/ NEW FLOOR PLANS A-2 ELEVATIONS & (E) SITE/ ROOF PLANS ol.- C A-3 SECTIONS & UTILITY PLANS D-1 ARCHITECTURAL DETAILS 10. Q Ell (1) S T R U C T U R A L cujo uo- 'c- p ', cn S�_ R5 � c SGN-1 STRUCTURAL GENERAL NOTES 0 W! tQ Lu wm S-1.0 FRAMING AND FOUNDATION PLANS ao:_� _. 9 m I;= a-0C oz 7- SD-1 STRUCTURAL DETAILS z m rn or., cam SD-2 STRUCTURAL DETAILS RR 8 �2 l(n_ncLj= 28i� wZuj= u- uj C/ Z ,on T I L E 24 vm, 32 R In 8oz I- T-1 TITLE 24/ ENERGY CALCjk-A-TIONS `8 :2 Of u oeo C) I In uo_ rj- V) u WITHIN THE AREA OF CONSTRUCTIONSHALL HALL BE ROPERTY LINE 3, INSULATION CERTIFICATE: INSULATION CERTIFICATE/S OF COMPLIANCE PRESERVED OR RESET BY A REGISTERED/LICENCED 26'-0" 3i oe 00 SHALL BE SIGNED BY THE OWNER AND INSULATION CONTRACTOR AND LAND SURVEYOR (OR CIVIL ENGINEER QUALIFIED BY POSTED IN EACH BUILDING, S. SYCAMORE ST. 0 r f 2 - el PLUMBING WALLS: PLUMBING WALLS CONTAINING SEWER WASTE STATE LAW TO PRACTICE LAND SURVEYING.) _k .7 Lo 0 LINES SHALL BE 2X6 STUDS AT 16" O.C. OR SIZED AS SHOWN ATTIC VENT CALCULATION. LIn t ON THE DRAWINGS WITH ACCOUSTICAL INSULATION. to 0 0 N r4 2/ EXISTING ATTIC AREA 1455 SQ.FT./300 4, ROOF ATTIC VENT TYPE: ROOF VENT 95 SQ.IN. SECUREMENT BACKING FOR ACCESSORIES: PROVIDE BACKING ON l �.o 4.85 SQ.FT.Xl44 698 SQ.IN. BLOCKING FOR ALL CABINETS, SHOWER DOORS, TUB ENCLOSURES, NET AREA O'HAGIN VENT CLOSET DOORS ENTRY SCREENS, ACCESSORIES, NON-STRUCTURAL AREA 2 (EXISTING AREA VENTILATION PROVIDED: VENTILATION REQUIRED:o CEILING BEAMS, AND MISCELLANEOUS ITEMS AS REQUIRED, ,f r;j�� pt_6 0-hocj yo—A 'K CgWL 00 1/ NEW ATTIC AREA 696 SQ. FT./ 150 HIGH: (4) ROOF VENTS X 95 SQ.IN/EA. 380 SQ.IN. 9_lv< WINDOWS: GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY SHEEr NO. WINDOW AND SLIDING GLASS DOOR ROUGH OPENING REQUIREMENTS 4.64 SQ.FT.X144 668 SQ.IN. LOW: (4) ROOF VENTS X 95 SQ.IN/EA. 380 SQ.IN. WITH THE SUPPLIER AND BE RESPONSIBLE FOR SAME. WHERE AREA 1 NEW AREA VENTILATION PROVIDED: TOTAL: = 760 SQ.IN. v SLIDING CLASS DOOR(S) OCCUR ADJACENT TO WINDOW(S) THEY _c SHAI I BE FRAN4ED AUD INSTAI I En Al IHE SAME LJEI(-,Ljl (8) ROOF VENTS X 95 SQ.IN/EA. — 760 SQ.IN. (E) 6'-0" H. CMU WALL_ (E) 6$-0$$ H. I WOOD FENCE (E) SHED f (E) CONC. SURFACE 0 (APN #: 015-064-14 Z& ol 'D -0" J* 36-6" 261-0" 10'-6" 20—C" —0" TYP, TYP. Of 3 ---------- z �.o �-o I IW Z V_ 0: ui CL 0 1w Lli ICL 0 ry n cil- ICL f IT, 0 I-z m (N) ROOF FLASHING .; i - — — — — — — 10 f i 11 ;' ti ��✓ ' CD "x" X)_ - -- ----- --------- - J- -- (N) ROOF 7 CRICKET 4:12 Xl RIDGE Z 4:12 1��� I j i ��,,��'' ---------- co uj s (E) WALKWAY —(E) PALM TREE 0" H. ALL FRONT (E) PLANTER (E) PLANTER (E) CONC. I DRIVEWAY f (E) WROUGHT (E) GATE IRON FENCE--"-,, NOTE: 13 36'-6" AREA WITH NO WORK TO BE PROTECTED, PATCH, REPAIR AND PAINT AS REQUIRED FOR DAMAGES OCCURED DURING CONSTRUCTION BY CONTRACTOR, AT CONTRACTOR'S OWNE RISK AND COST 1 / ALL WOOD CONSTRUCTION SHALL COMPLY W/ CODE SECTION 2320 AND MIN. NAILING W/ TABLE 23-11--B-1 2/ PROVIDE 2X6 STUD WALL FOR PLUMBING 2i� to @ FOUNDATION 17 D-1 i i-4 x { iv PROVIDE 2X6 WALL '3 MtV N / cn { r 1 0 { r PROVIDE NON -ABSORBENT WALL FINISH AROUND TUB, MIN. 70"H., PER COD EC. 807 LO -IN1 : { 0 1 r�81 u i A [O 0 i (0 LEGEND: WOOD TRELLIS- DEMU"LITION FLOOR PLAN l_ r 36'-6" 26'—Qaa 12'-10j" y. a —3j" 40401 SL BEDROOM 3 8'-0" CLG. CARPET 9 a -4 " 3a-93ar 3r-64„ gr-9ra STUDY ROOM 11'-6" x 9'-2" CARPET 40401 SL !`i! CARPET 8080 TRI-PASS CLOSET I F - 7 1 l I I II k U) DI I L-- j I I Cp L----- JL------ ! •- LAUNDRY ----- --- 8'-0" CLG ---- --- VINYL ! 1 1468 o1.0 246 H C14 rya-1 D:: 4r—D" I CLOSET °- STORAGE m 0000 f O r41, i � 1 G (E) WALL/ DOOR TO BE REMOVED, RELOCATED 2668 HC 0 CLST { R) 6'-6aa E . ?X6 WALL V 1 V f (N) 3'-0"X4'-0" CONC. STOOP/ STEPS - MIN 9" TREAD WIDTH AND AX. 8" RISERS (E) CONC. STOOP TO BE REMOVED (E) WALL/WINDOWS DOOR/ TO BE REMOVED, IN -FILL (E) OPENING TO MATCH (E) WALL FAMILY ROOM roZ*] BATH 1 --- , 8'-0" CLG � b KITCHEN ; I !I on E 8'-0" CLG I LW ---J ! � I I I f r ! (E) WASHER/ i D DRYER TO BE L ----- J RELOCATED "' (E) DOOR TO BE i REMOVED SHELF (E) HEATER tJ O to it II I( II ii li II !I II it II I! Ii it �II li !i II II !I ik i !f Il (1 11 II II PORCH it If !i II 1! 11 Il 8'---0" CLG. +I li II ik II II 11 I I ! CONC. II i[ it it if li If II II ii !I II I1 it it II II 1I II Ii 11 (I If I! II 11 II V II li 11 II II Il II II 1! II it Il 4f I( !I li Ii II I! II (I Ik I! II II 11 it II 1( 11 If II II II II If if it II II LJ LJ LJ LJ LJ LJ LJ LIVING ROOM 8'-0" CLG P 0 1 co cV r STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 FNONE: ((949 435-1065 FAX. (94J} 35-1064 'i Lv If) o 0 N W < 0) � d U 0 Q 0 < z Q w�< I` I-_ Z 0) Q 0 Q� Exp. 7r OF c ALLY®� U3 0 L ( t� a mU0� � G., Mz � —500 Z< CL� . z15c-)>- oc (�y '�../ `� p p- o'zo�¢ zQw8!s; z �CL w 0i O cnw K wuj �WW 0 CJ 0 ~ r © 0 r (� (.0 J C 1 a p m s- W z SHEET NO. 1 1 WOOD TRELLI (E) 6— Cmu W 52'-0" (E) 6'-0" H. I' k It f lAlAl I t'KUl'tNJT LiNt" 26p-0" S. SYCAMORE ST. EXISTING SITE PLAN 3: SCALE : 1/8" = l'-O" z (E) TOP OF PLATE FIN F., TOP OF PLATE FIN. FLOOR 00 TOP OF PLATE FIN. FLOOR FRONT ELEVATION EXISTING STRUCTURE I NEW STRUCTURE T 12 14 0 11 lQi. o El H I I rl 4 Lo 3g: Sim. 0 0 z 5#—O*l 5'-0$$ 3f-6" ------------------------------------------------------------------------------------------------------------------------------ - ------------- §�------------------- ------------------------- ----------------- --------- ---------------------------- ------------------------------------------------------------------------ ---------- s - --------- Of JI -- .4 ----------------- ----- - -------------------- ELEVATION ROOF (MATERIAL, COL 00= 0 L 13� 1 cm 42 14"x6" G.I. SCREENED toe RIGEL EHT VATION LOUVERED VENT — TYP. NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING ROOF (MATERIAL, COLOR AND TEXTURE) 12 12 41 14 EXTERIOR STUCCO FINISH TO MATCH (E) NEW FASCIA/ RAFTER TAILS -- TO MATCH (E) ------------------------------------- -- --- ----- -------- t �t�Q—SIm-- - ------------------------------------------------------------------------------------- ------------ TOP OF PLACE--------------- 39-0" NEW ASPHALT SHINGL 00 51—Ofs 5f-01' z 5 0 —0j) 51-011 S-0 $$ ---------------------- — ------------------------------- I -------------------------- --------------- 1. FM m m FEM AM -REAR E ROOF TO MATCH EXISTING OR AND TEXTURE) 30-61$ 1 5'-0" 1 51-0#1 1 51-0" 5'-0" 51-001 1 31— 6 " 03 03 14"x6" G.I. SCREENED & LOUVERED VENT — TYP. W-MINEENEFOR I wimmiliKim I -.,NEW STRUCTURE 1 EXISTING STRUCTURE 12 41 LINE OF (E) WALL I Tr)P 09* PI ATP (E) TOP OF PLATE , FIN. FLOOR ------------------ 00 STRUCTURAL DESIGN SOLUTIONS, INC 1820 E. pmRy AvE,,surrE # loe SANI A ANA, CA92705 PHON )4 356 -1 065 FAX: �94? %5t 1 64 No. COU024- w 0 Dim W. A-2 rJ, 6 i «0 2 --- FLOOR FIN. ----- 3 a 7tim a14 r-- M= �< CLaaz ou Qa- E NOTES AND ELECTRICAL SYMBOLS: - as mw a� -- � DUPLEX CONVENIENCE OUTLET @ 12" ABOVE FINISH FLOOR '� TELEPHONE OUTLET @ 12" ABOVE FINISH FLOOR o° 1 /2 HOT DUPLEX CONVENIENCE OUTLET @ 12" ABV FIN. FLR. TELEVISION OUTLET @ 12" ABOVE FINISH FLOOR -� '/ter == 0 SMOKE DETECTOR, HARDWIRED WITH BATTERY BACKUP ��� f�,.,,r���/ ����/,���,SINGLE N GCE POLE ELECTRICAL 1 CAS SWITCH TC H Q 42 ABOVE FI i N E S H FLOOR F.G. ��li%lr�''' `�!/r�%ff'' __ --`-� FUEL GAS OUTLET W/ VALVE OR KEY � � !- 3—WAY ELECTRICAL SWITCH @ 42 ABOVE FIINISH FLOOR F EXHAUST FAN AND FLUORESCENT LIGHT (MIN. 5 AIR -c- CEILING MOUNTED LIGHT FIXTURE H.B CHANGES/HR) 1 a -- HOSE BIBB W/ NON -REMOVABLE BACKFLOW a PREVENTION DEVICE RECESS DOWNLIGHT LIGHT FIXTURE ALL BRANCH CIRCUITS THAT SUPPLY 125—VOLT, SINGLE o © z `� M-- WALL MOUNTED LIGHT FIXI 2" ABOVE FINISH FLOOR PHASE, 15 AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED I IN BEDROOMS SHALL BE PROTECTED BY AN ARC —FAULT o w a Aw CIRCUIT INTERRUPTER a SHEEP NO. SE; F A-3TION Aw SCALE : 1/4,> 1,_0,: � ._ _ w t_. SCALE : 1/4„P1,0„ � (E) ROOF FRAMING TO REMAIN (N) BEDROOM 3 CLST BATH 2 STUDY ROOM (E) BEDROOM 2 (E) BEDROOM 1 3 (E) RAISED WOOD FLOOR RETURN TILE TO ALIGN TILE AT EACH END WALL OF TUB -@ NOTE: APPLY PLYWOOD PER STRUCTURAL DRAWINGS TO FURR OUTx STUDS PRIOR TO APPLICATION OF FINISHES USE (2) LAYERS OF BUILDING PAPER BACKING WHEN PLASTER IS APPLIED CONDITION TUB BELOW OVER PLYWOOD OR PARTICLE BOARD. EXTERIOR FINISH EXTERIOR DOOR PER PLAN FLUSH CONDITION CENTER 36* WIDE ROLL ROOFING DOOR FRAME UNDERLAYMENT ON HIP AND RIDGE 6x6 FLUSH BEAM (PER STRUCTURAL PLANS) ALUMINUM THRESHOLD - PROVIDE BMMUNOUS PLAN VIEW 18"x24" OPENING SCREEN WITH COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM & CONCRETE 5/8' GYP. BD. APPLY LONG DIMENSION PARALLEL TO THE STUDS W/ 6 PENNEY COOLER OR WALLBOARD NAILS AT 7- 1/4- GALVENIZED WIRE MESH II MINERAL IMPREGNATED FIBER EXPANSION STRIP TILE WAINSCOT D.C. (CDC TABLE 7-8, ITEM 17-1.4) BEND TWO SHINGLES OVER CENTER OF ACCESS WELL W/ 18"x28" MIN. CLEAR CONCRETE SLAB 0/ APPROVED UNDERLAYMENT RIDGE OR USE HIP AND RIDGE SHINGLES. 5* EXPOSURE WITH STANDARD SHINGLES, 8* SLOPE FLEXIBLE SEALANT AT TUB/TILE CONNECTION tsf 2X4 STUDS (MIN.) AT 16' OC. (MAX.) SEE STRUCTURAL DWGS WITH HP AND RIDGE SHINGLES, APPLY LAPS AWAY FROM PREVAILING WINDS. AT RIDGE. F.G. is* MIN. 7�/ aA' MAX 1/4" Ft. PLASTER (3) COAT, 7/8' EXTERIOR CEMENT P OVER PAPER BACKED METAL LATH (MIN, 2 LAYERS GRADE D BLDG PAPER IF PLASTER OCCURS OVER EXTEND FIELD SHINGLES TO RIDGE AT HIP TRIM FIELD SHINGLES TO PLYWOOD SHEATHING) PLASTER MIX 1:4 FOR SCRATCH COAT AND 1.5 _VA_ FOR BROWN COAT, BY VOLUME CEMENT TO SAND (CBC TABLE 7-8, ITEM ZA TUB WITH INTEGRAL FLANGE 18-1.4) PROVIDE 26 GA. GALV. MIN. WEEP SCREED AT BOTTOM EDGE OF PLASTER AT LEAST e ABOVE GRADE OR 2* ABOVE CONCRETE < 2 X 6 LEDGER HIP OR RIDGE BEAM PER STRUCTURAL \x/ GRAVEL SUPPORTING TUB SUPPORT BOTTOM OF TUB PER MFGR'S. RECOMMENDATIONS WHEN INDICATED ON FLOOR PLANS TO BE 2X6 STUD WALLS ON A 2X6 SILL PLATE (AT PLUMBING WALLS) PROVIDE R -19 BAIT INSULATION v RAISED WOOD FLOOR PER STRUCT, SNUGGLY FIT TIGHTLY BETWEEN STUDS WHERE PIPING OCCURS. I/rA NOTE.- PROVIDE WATER-RESISTANT GYPSUM BACKING FIBER BAIT INSULATION PER T-24 ENERGY REPORT BOARD AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER SECTION CLOSET COMPARTMENT WALLS. Cvm% rEx""E'10' AWL NONE 17 DOOR THRESHOLD NONE 13 TUB AT WALL NONE RATED t rc rc WALL NONE 'rot ID` G E FLASH ING NOTE. APPLY PLYWOOD PER STRUCTURAL DWG.S TO STUDS PRIOR TO APPLYING SIDING AND UNDERLAYMENTS TYP. UP -SIZE NAILS SPECIFIED BELOW TO COMPENSATE FOR THICKNESS OF LAYERS OF ADDITIONAL SHEATHING AND UNDERLAYMENT. THUS MAINTAINING GYP. BOARD EXTERIOR PLASTER 0/ 60 MIN. BLDG. PAPER AND METAL LATH WINDOW SEE PLAN FOR SIZE 0 THE MFGf;rS. REQUIRED NAIL STUD PENETRATION. BIXG. PER STRUCT. z COMPOSITION ROOF SHINGLES a. INSTALL PER. MFGR'S. SPECS CLG. INSUL PER IN ENERGY CALCS. 2 X 6 FRIEZE BLOCK SEE STRUCTURAL WINDOW FRAME W/ CONT. 3 SEALANT BEHIND FLANGE GALV. FLASHING ROOFING FELT I LAYER 30 W OVER FLASHING 7 HEADER, SEE STRUCTURAL SEE ROOF PLAN SECONDARY MOISTURE BARRIER 2X4 STUDS PER STRUCTURAL AT 16" D.C. MAXIMUM "J' MOLDING INTERIOR CASING 1/2- GYP. BD. APPLIED VERT. OR HORIZ. TO THE STUDS >< W/ 6d COOLER OR DRYWALL NAILS AT 7 OC, W/ END JOINTS ON NAILING MEMBERS STAGGER JOINTS EACH SIDE. PLATE HT. APPLY FLEXIBLE FLASHING OVER G.S.M. FLASHING AND — — — — — — LAP JAMB AT HEAD - SEE I/A62.43 FOR ADEYL FLASHING NOTES 2-LAYERS X GYP. DOOR SEALANT RJE o MDF CASING NOTE. WHERE WASTE AND WATER SUPPLY PIPING IS TYPE BD. TYPICAL A -H R 1 0 PER 8/PD-1 MOLDING 7". 60 MINUTE GRADE 'D' PAPER REQUIRED IN INTERIOR PARTITION WALLS THE PARTITION WALL SHALL BE CONSTRUCTED AS FOLLOWS: 2 WALL INSUL PER ENERGY 0 ENGINEERED WEATHER STOP— EXT. FINISH 2X6 STUDS ON A 2X6 PLATE. SEE FLOOR PLANS FOR LOCATIONS. - CALC& !,7 EXTERIOR DOOR SHAPED 2X TRUSS TOP 5/8" TYPE X GYP BD CORD AT 2e O.C. TO MATCH (E) EXT. WALL PER 5/01 I X 3 STUD SEE STRUCTURAL t` D R H EAD QAM wtos" S I M 1.) NONE 14 wxx INDO W.. SILL NONE 1 o w NON RATED INT. WALL1 NONE TYP000 �A`4�� AT WALLEx'wm'b-m 1/2*=I'-O" WOOD STUD WOOD STUD SEE SCHEDULE SEE STRUCTURAL It ASPHALT SHINGLES ROOF- INSTALL PER MANUF. SPECS. 24 GA. G.I. VALLEY FLASHING W/ ASPHALT SHINGLE PER ROOF PLAN It EXT. FINISH CRIMPED EDGES FASTEN AT MAX. 24# INSTALL PER. MFGR'S. SPECIFICATIONS D.C. W/ CUPS OF SIMILAR MATERIAL it If. UNDERLAYMENT - 30# A.S.T.M. FELT MIN. INTERIOR FINISH WOOD STUD WALL FRAMING 30# SWEAT SHEET UNDER FLASHING BLDG PAPER CONTINUED PAST EDGE it.:(MIN tl 36' WIDE) UNDER G.I. FLASHING WOOD STUD WALL FRAMING If if. G.I. DRIP EDGE FLASHING OVER UNDERLAYMENT SHIM SPACE CAULK SECONDARY MOISTURE BARRIER I X2 0/ 2X6 FASCIA MDF CASING BEAD N ROOF FRAMING PER STRUCTURAL N "Jo MOLDING CL \—AT HEAD CONDITION 2X4 NAILER SHAPED WOOD ADD METAL FLASHING DOOR FRAME w EXT. WALL 0 INTERIOR DOOR 9 -7 w SLIDING GLASS DOOR AND FRAME ---,,EXTERIOR ,, NT,DR HEAD (JAMB SIMJ I{HEAL? NONE 15 SLIDIN%G DR JAMB SIM.) U ALLEY w X--& 3 11-0" 7 No%111111% TYrp RAKE AT WALL O'HAGIN ATTIC VENT, INSTALL PER MANUR SPECIFICATIONS ROOF ASPHALT SHINGLE INSTALL PER INSULATION PER T24 SHEETS MFGR'S. SPECIFICATIONS CAP VENT INSULATION PER 724 SHEETS 7/8' EXTERIOR PLASTER 0/ 60 GYP. BD. (WHERE OCCURS) 7/8* EXTERIOR PLASTER 0/ 60 MINUTE BLDG. PAPER AND METAL LATH GYP. BD. (WHERE OCCURS) 2-LAYERS 30# ROOF FELT RUN CONTINUOUS UNDER VENT FLASHING. LAP OVER G.J. CONE. SOLDER TO BASE FLASHING, CAULK OR ANOTHER FLEXIBLE MINUTE BLDG. PAPER AND METAL LATH FLOOR SHT'G (PER STRUCT.) FLOOR SHT'G (PER STRUCT.) FLASHING AT TOP. FLASHING PER MANUF. SPECS. CONT. AROUND TOP TYPE FLASHING WITH MIN. 9* SKIRT AROUND ROOF PENETRATION ATTACH TO TILE WITH ROOFER'S 2x WOOD FRAMED WALL-4m. FLOOR FRAM'G (PER STRUCT.) 2x WOOD FRAMED WALL— FLOOR FRM'G (PER STRUCT.) ROOF ASPHALT MASTIC SHINGLE IN,, PER MFGR'S. SPECIFICATIONSO SEAL PIPE TO FLASHING ROOFER'S MASTIC, TYP. ROOFINGWITH PER MFGR 6-X14- VENT W/ INTEGRAL NAILING FIN & J-MOLD (PLYCO# 3614ST OR EQ.) INSTALLATION PER MANUF, SPECS. 60 MINUTE BLDG. PAPER PLYWOOD SHEATHING PER STRUCTURAL ROOFING FRAMING — PER STRUCTURAL 60 MINUTE BLDG. PAPER G.I. BASE FLASHING SET IN SEALANT 26 GA. G.S.M. WEEP SCREED 26 GA. G.S.M. WEEP SCREED . BLOCKING AT OPENNING IN ROOF SHEATHING AT EACH *B* VENT I ;i < 3 ATTIC VENT AS REQD BY FINISH GRADENOTE: WEEP SCREED TO BE FINISH GRADE NOTE: WEEP SCREED TO BE INSTALLED PER UBC SECT 2506.5 MANUFACTURER INSTALLED PER UBC SECT 2506.5 5 NOTE. PROVIDE NAILING AND R M R. ROOFING FELT PER M WIND CUPS PER MANUFACTURER'S ROOF FRAMING PER STRUCTURAL INSTALLATION INSTRUCTIONS \�//\ ���\/\ j \�� ���1��//\� /\�� \�\�/ \�� .4 ROOF SHEATHING PER STRUCTURAL x CONC. STEM (PER STRUCT.) CONC. STEM (PER STRUCT.) TTA PROVIDE NAILING AND WqNO CUPS PER MANUFACTURER'S INSTLLATION INSTRUCTIONS II W VENT AT RtOu"IF NONE 161 FLOOw'R'VEmffT m N 1 121 STUCCO SCREED Y=V-O" rcOOFVEN Tmvnw������ STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 PHON�: ?49) 435-1065 FAX: 94 435-1064 I IIE3 Jit, In ry 0 0 1-- CN 0-) 0 V) 7p D < 0 I 4 118 0�"D-�OOFESSIO' ell - cc No. C w C'V' Or CAO� U7) u') L0 0 o 03: 151 w CL ti SHEET NO, D- l 1pltiul L�� ` GENERAL 1.0 WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 1.1 THESE GENERAL REQUIREMENTS UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 1.2 UNIFORM BUILDING CODE, 2001CBC 1.3 ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK. 1.4 STANDARD SPECIFICATIONS OF ASTM AS NOTED HEREIN ARE REQUIRED BY THE BUILDING CODE OR 2001CBC 2.0 IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 3.0 ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB -CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE OF DRAWINGS. 4.0 ENGINEER OR ARCHITECT OF RECORD IS TO BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR SHOULD ANY QUESTION ARISE PERTAINING THE WORKING DRAWINGS AND/OR SPECIFICATIONS, 5.0 NO DEVIATIONS FROM THESE REQUIREMENTS AND STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF "SDS". BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 6.0 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD. 7.0 SPECIAL INSPECTION PER SEC. 1701.5 OF THE U.B.C. IS REQUIRED AS FOLLOWS: 7.1 ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL AND WELDING OF STEEL DECKING. 7.2 INSTALLATION AND TIGHTENING OPERATIONS FOR ALL HIGH -STRENGTH FRICTION BOLTING (A325F). 7.3 INSTALLATION AND TIGHTENING OPERATIONS FOR ALL HIGH -STRENGTH ANCHOR BOLTS. 7.4 DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE, WITH THE EXCEPTION OF FOUNDATION CONCRETE WHEN THE STRUCTURAL DESIGN STRENGTH IS NO GREATER THAN F'C=2500 PSI. 7.5 DURING THE PLACEMENT OF ALL MASONRY INDICATED ON THE DRAWINGS AS HAVING "SPECIAL INSPECTION". 7.6 DURING DRIVING AND TESTING OF PILES AND CONSTRUCTION OF CAST -IN -PLACE DRILLED PILES OR CAISSONS. STRUCTURAL WOOD 1.0 MINIMUM QUALITY: 1.1 ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR LARCH SPECIES, (19% MAXIMUM MOISTURE CONTENT). 1.2 ALL MACHINE BOLTS SHALL CONFORM TO ASTM A307, UNLESS OTHER- WISE NOTED. 1.3 ALL NAILS SHALL BE SINKER NAILS, UNLESS OTHERWISE NOTED. 1.4 CONTINUE PLYWOOD ROOF SHEATHING UNDER ALL CALIFORNIA FRAMING, 2.0 FRAMING 2.1 ALL FRAMING, BRACING, NAILING, NOTCHING, DRILLING OR BORING SHALL BE IN ACCORDANCE WITH 2O01CBC UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 2.2 AN AITC CERTIFICATE OF CONFORMANCE FOR GLUED -LAMINATED MEMBERS MUST BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION; ALSO, SHOULD HAVE MINIMUM 2400 PSI FLEXURAL STRESS, DF/DF-V4 WITH STANDARD CAMBER (U.N.O.) 2.3 ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATION, SHALL BE PRESSURE TREATED WOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. 2.4 ALL FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG -TIE" AS SPECIFIED ON THE PLANS. CONNECTORS BY MANUFACTURERS OTHER THAN SIMPSON MAY BE USED PROVIDED THE CAPACITY MEETS OR EXCEEDS OF THE SPECIFIED SIMPSON PART AND THERE IS A CURRENT ICBO APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A CONVERSION LIST REFLECTING THE ALLOWABLE LOADS AND THE ICBO NUMBER. 2.5 STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY WALL WITH 1/2" DIAMETER X 8" A307 BOLTS AT TOP, MID -HEIGHT AND BOTTOM. 2.6 HOLES IN UNSEASONED LUMBER SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT. A WASHER NOT LESS THAN A STANDARD CUT WASHER, OR A METAL PLATE OR STRAP IN LIEU THEREOF, SHALL BE PLACED BETWEEN THE WOOD AND THE BOLT HEAD, AND BETWEEN THE WOOD AND THE NUT. 2.7 FRAMING IN CONTACT WITH MASONRY OR CONCRETE SHOULD BE PRESSURE TREATED LUMBER OF SAME SPECIES. 2.8 STRUCTURAL INFORMATION SHOWN ON FRAMING PLANS IS FOR THE MAIN STRUCTURAL ELEMENTS. NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE REQUIREMENTS. 2.9 CONVENTIONAL CONSTRUCTION REQUIREMENTS OF CHAPTER 23 FOR LIGHT FRAMED CONSTRUCTION SHOULD BE FOLLOWED AS REQUIRED. 2.10 WEIGHT OF THE ROOF IS CONSIDERED AS 6.0 PSF MAX.(TOTAL ROOF DEAD LOAD OF 15 PSF). IF ROOFING MATERIAL EXCEEDS THIS LOAD,THE FRAMING CONTRACTOR SHOULD NOTIFY "SDS" IN WRITING PRIOR TO CONSTRUCTION. 2.11 PROVIDE SOLID BLOCKING UNDER BEARING PERPENDICULAR WALLS AND DBL JOISTS UNDER BEARING PARALLEL WALLS (U.N.O.). 2.12 TOP PLATES OF ALL WOOD STUD WALLS TO CONSIST OF (2) 2X'S THE SAME WIDTH AS THE STUDS UNLESS OTHERWISE NOTED. TOP PLATES SHALL LAP A MINIMUM OF 48" AND BE SPLICED WITH NOT LESS THAN 6-16D NAILS SPACED NOT MORE THAN 12" ON CENTER. 2.13 ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE FRAMING SUCH THAT CONTINUITY OF SHEAR PANELS IS ASSURED. 2.14 AT ENDS OF SHEAR PANELS WITH POSTS, SHEATHING MATERIAL (LE., DRYWALL OR PLYWOOD) SHALL BE EDGE NAILED TO POSTS. 2.15 ALL LEDGERS SHALL BE SPLICED WITH SIMPSON ST18 STRAP, (U.N.O.). 2.16 ALL SHEAR TRANSFER NAILING SHALL BE PER DRAWINGS, AND THE CONTRACTOR SHALL PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIEW SAME. 2.17 PROVIDE POSTS AT LOWER FLOOR UNDER POST OR MULTIPLE STUDS ABOVE. PROVIDE FULL WIDTH AND DEPTH COMPRESSION BLOCK BETWEEN FLOORS AT SUCH LOCATIONS. 2.18 ALL JOIST HANGERS SHALL BE SIMPSON U HANGER, ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS U.N.O. ON PLAN OR DETAIL. 2.19 IF A DOUBLE SILL PLATE IS USED AT LIGHT -WEIGHT CONCRETE FLOORING, THEN THE FRAMING CONTRACTOR SHALL APPLY SILL PLATE NAILING TO BOTH SILL PLATES. 3.0 TRUSSES 3.1 WOOD TRUSS MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND THE BUILDING DEPARTMENT CALCUUATIONS AND SHOP DRAWINGS FOR APPROVAL OF DESIGN LOADS, CONFIGURATION (2 OR 3 POINT BEARING), AND SHEAR TRANSFER, PRIOR TO FABRICATION. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 3.2 TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL EQUIPMENT LOADS. 3.3 ALL CONNECTIONS INVOLVING TRUSSES SHALL BE I.C.B.O. APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADINGS INVOLVED AND SHALL BE DESIGNED AND SPECIFIED BY THE TRUSS MANUFACTURER. 3.4 DEAD LOAD AND LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240, AND L/360, RESPECTIVELY ( U.N.O ). 3.5 CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED BY TRUSS MANUFACTURER AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. 3.6 TRUSS MANUFACTURER TO PROVIDE DETAILS WHICH ALLOW FOR NORMAL DEFLECTION WITHOUT IMPOSING LATERAL LOADS ON THEIR SUPPORTS (I.E., SCISSOR TRUSSES). 3.7 TRUSS MANUFACTURER IS REPONSIBLE FOR PROVIDING ADDITIONAL SHEAR AND DRAG TRUSSES AS SHOWN ON THE FRAMING PLAN. 3.8 TRUSS MANUFACTURER IS RESPONSIBLE FOR REVIEWING FRAMING PLANS AND STRUCTURAL DETAILS PRIOR TO FABRICATION OF TRUSSES AND SPECIFYING HANGERS. 4.0 ROOF AND FLOOR SHEATHING: 4.1 PLACE SHEATHING PERPENDICULAR TO JOISTS WITH "C" FACE DOWN. 4.2 THE SPACING IN INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH THE PANELS ARE APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. 4.3 ALL PANELS SHALL BE IDEN11FIELD WITH THE APPROPRIATE GRADE MARK OF THE A.P.A. OR D.F.P.A. 4.4 IT IS RECOMMENDED, BUT NOT REQUIRED, THAT THE FLOOR SHEATHING BE GLUED TO THE JOISTS TO HELP ELIMINATE SQUEAKING. 4.5 ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING AGENCIES APA, PFS/ TECO OR PITSBURG. 4.6 REFER TO THE FRAMING PLANS FOR FURTHER FLOOR/ ROOF SHEATHING INFORMATION. 5.0 SAWN LUMBER 5.1 ALL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING ORGANIZATIONS: -- W.C.L.I.B. STANDARD GRADING RULES 16) - W.W.P.A. STANDARD GRADING RULES - N.L.G.A. STANDARD GRADING RULES FOR CANADIAN LUMBER, U.S. EDITION) 5.2 ALL SAWN LUMBER SHALL BE DOUGLAS FIR -LARCH. 5.3 ALL SAWN LUMBER SHALL BE DRY AND WELL SEASONED, AND THE MOISTURE CONTENT IN USE ( AT THE TIME THE STRUCTURE IS WRAPPED) SHALL NOT EXCEED 19 PERCENT, REGARDLESS OF THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE. 5.4 SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADES (U.N.O.): - ALL 4X12 & SMALLER FRAMING MEMBERS................................#2 - ALL 014, 4X16, 6X & 8X FRAMING MEMBERS ............................#1 - 4X4 POSTS ...................................................STANDARD - ALL OTHER POSTS AND TIMBERS.......................................#1 - ALL 2X JOISTS AND RAFTERS.........................................#2 - ALL 2X & 3X STUDS �UNBRACED UNBRACED LENGTH UP TO 10') ..........STUD OR STANDARD - ALL 2X & 3X STUDS LENGTH EXCEEDING 10') .................#2 - ALL 2X TOP PLATES ...........................................STANDARD - ALL 2X AND 3X SILLS .........................................STANDARD - MANUF. TRUSS COMPONENTS ...............GRADE PER MANUF. (D.F.-LARCH ONLY) 5.5 ALL SILL PLATES RESTING ON CONCRETE OR MASONRY TO BE PRESSURE TREATED DOUGLAS FIR. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36, U.N.O. 2. STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53, GRADE B. 3. STEEL TUBING SHALL CONFORM TO A.S.T.M. A-501 OR A-500, GRADE B. 4. STEEL PLATES SHALL CONFORM TO A.S.T.M. A-282, GRADE A. 5. MACHINE BOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307, U.N.O. ON PLANS. 6. LIGHT GA. COLD FORMED STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-441. 7. HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS, SHALL BE OF FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER OR GALVANIZING BETWEEN THE CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325, U.N.O. 8. WELDING OF STRUCTURAL STEEL SHALL CONFORM TO A.W.S. D1.1 USING APPROVED E70XX ELECTRODES. 9. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING THE ELECTRIC SHIELDED ARC PROCESS AT LICENSED SHOPS, OR OTHERWISE APPROVED BY THE LOCAL BUILDING DEPARTMENT. 10. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING 11. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION, OR OTHER APPROVED WEATHER PROOFING METHODS MAY BE USED. 12. WHERE FINISH IS ATTACHED TO STEEL, PROVIDE 1/2" DIA. BOLT HOLES @ 36" O.C., U.N.O., FOR ATTACHMENT OF NAILERS, SEE ARCHITECTURAL DRAWINGS FOR FINISHES. (ALTERNATE-1/2" DIA. X 3" NELSON STUDS 0 36" O.C.). 13. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING" BY A.I.S.C. 14. ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLID DRY PACK OR NON -SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER. 95. STEEL IS TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR. 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND COMMENT PRIOR TO FABRICATION. a' ► 19101 tN A ! 11► a 1.0 GENERAL: 1.1 ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO CHAP.19, CBC 1.2 ALL REINFORCING, DOWELS, HOLDOWNS, AND OTHER INSERTS SHALL BE SECURED IN POSITION AND APPROVED BY THE LOCAL BUILDING OFFICIAL PRIOR TO POURING CONC. 2.0 MATERIALS: 2.1 CEMENT SHALL CONFORM TO U.B.C. 1903.2 OF 2001CBC AND SHALL CORRESPOND TO THAT ON WHICH THE SELECTION OF CONCRETE PROPERTIES WERE BASED. 2.2 CONCRETE AGGREGATES SHALL CONFORM TO 2001CBC 1903.3.3 2.3 USE TYPE V CEMENT FOR CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE. (MIN. F'C =4500 PSI, 28 DAYS), PROVIDE SPECIAL INSPECTION WHERE F'C GREATER THAN 2500.00 PSI. 2.4 REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR SIZES #5 AND LARGER 3.0 STRENGTH: 3.1 CONCRETE SHALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE STRENGTH, F'C, EQUAL TO 2500 PSI (28 DAYS), UNLESS NOTED OTHERWISE. 4.0 REINFORCING STEEL: 4.1 ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-40 FOR #5 BARS AND SMALLER. 4.2 ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615-60 FOR #6 BARS AND LARGER 4.3 ALL WELDED WIRE FABRIC TO CONFORM TO A.S.T.M. A-185. LAP TO 1-1/2 SPACES, 12" MINIMUM. (YIELD STRENGTH = 60 KSI) 4.4 REINFORCING DETAILING, BENDING, AND PLACING SHALL CONFORM TO A.C.I. 315. 4.5 WELDING OF REINFORCING STEEL SHALL CONFRRM TO THE CURRENT A.W.S. STANDARDS USING PROPER LOW HYDROGEN WELDING RODS. 4.6 THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE ON PLANS. - SLABS ON GRADE ...............................CENTER OF SLAB - CONCRETE BELOW GRADE, FORMED .............................2" - CONCRETE BELOW GRADE, UNFORMED (POURED AGINST EARTH) ....3" - CONCRETE EXPOSED TO WEATHER ..........................1 /2" - WALLS ............. ....................I.. ........1„ - COLUMNS AND BEAMS TO MAIN BARS .....................2" 4.7 ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES, U.N.O. 4.8 SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-O" MINIMUM. 4.9 ALL BARS IN MASONRY SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES, U.N.O. 4,10 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, U.N.O. 4.11 #5 OR LARGER BARS SHALL BE RE -BENT WITHOUT APPROVAL OF THE ENGINEER. ALL BAR BENDS SHALL BE MADE COLD. 4.12 ALL REINFORCING STEEL ANCHOR BOLTS, DOWELS, & INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO INSPECTION AND PLACING OF CONCRETE OR GROUTING MASONRY. 4.12 VERTICAL BARS IN WALL SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, U.N.O., AND TIED INTO POSITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 1.0 GENERAL: 1.1 CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH 2O01CBC CHAPTER 21. 2.0 MATERIALS: 2.1 ALL MATERIALS MAKING UP FINISHED CONCRETE MASONRY CONSTRUCTION SHALL CONFIRM TO STANDARDS REQUIRED BY SEC. 2102, 2001CBC 2.2 MORTAR SHALL BE TYPE M OR S AS APPLICABLE AND SHALL BE PROPORTIONED PER TABLE 21-A, U.B.C.AND IN CONFORMANCE WITH ASTM C270, MORTAR FOR UNIT MASONRTY 2.3 GROUT SHALL HAVE INGREDIENTS PROPORTIONED PER TABLE NO. 21-B, 2001CBC AND IN ACCORDANCE TO ASTM C476 GROUT FOR MASONRY AND ATTAIN A MINIMUM COMPRESSION STRENGT AT 28 DAYS OF 2000 PSI OR THE REQUIRED COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS WHICH EVER IS GREATER. 2.4 CONCRETE MASONRY UNITS FOR LOAD BEARING SYSTEMS MAY BE CONCRETE BRICK AS SPECIFIED BY ASTM C55, SPECIFICATIONS FOR CNNCRETE BUILDING BRICK. 2.5 GRADE N CONCRETE BRICKS ARE FOR USE AS VENEER AND FACING LIMITS IN EXT. WALLS 2.6 GRADE S CONCRETE BRICKS ARE FOR GENERAL USE WHERE MODERATE STRENGTH AND RESISTANCE TO FROST ACTION AND MOISTURE PENETRATION IS REQUIRED. 3.0 STRENGTH: 3.1 THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, F'M, SHALL BE 1500 PSI, ( U.N.O.). IF HIGHER F'M IS NOTED, IT SHALL BE VERIFIED BY PRISM TESTS AS PER SECTION 2105. 3.2 REINFORCING SHALL HAVE A SPECIFIED YIELD STRENGTH, FY, OF 40,000 PSI, ( U.N.O.). FOUNDATION 1.0 FOUNDATION PLATES: 1.1 FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5/8" NOMINAL DIAMETER STEEL BOLTS EMBEDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 72" APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE, USE 2 1/2"X2 1/2"X1/4" SQUARE WASHERS. FOUNDATION PLATES AND SILLS SHALL BE THE KIND OF WOOD SPECIFIED 1N SECTION 2306 OF 2001CBC 1.2 ALL INTERIOR WALLS NON SHEAR WALLS TO HAVE HILTI X-DNI (WITH A MINIMUM PENETRATION OF 1-1/4" INTO SLAB) AT 24" ON CENTER ( U.N.O.), TO BE INSTALLED IN ACCORDANCE WITH ICBO #2388, NOVEMBER 1995. THE ACTUAL SLAB THICKNESS SHALL BE MIN. 3 1 /2". 2.0 HOLDOWNS: 2.1 CONCRETE CONTRACTOR TO VERIFY LOCATION OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION, WITH THE FRAMING CONTRACTOR. 2.2 ALL HD'S, HDA'S, PAS, HPA'S, HPAHD22'S AND MPA'S, ARE TO BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECS. AND THE REQMTS. OF ICBO REPORTS # 1211 AND #4935. 2.3 ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2.4 PROVIDE (1) #4 REINFORCING BAR TOP & BOTTOM 0 ALL CONTINUOS FOOTING, ( U.N.O.). 2.5 MPA'S AND HPAHD22'S SHALL BE INSTALLED IN FOOTINGS HAVING A MIN. 8" WIDTH ( U.N.O.). 3.0 ELECTRICAL GROUND: 3.1 PROVIDE ONE EXTRA #4 BAR IN FOUNDATION FOR ELECTRICAL GROUND AND LOCATION BY THE CONTRACTOR. 4.0 SOILS: SOIL BEARING PRESSURE IS ASSUMED TO BE ( 1,000 psf ). 1. A.B. ANCHOR BOLT 2. ADDT'L ADDITIONAL 3. ADJ. ADJACENT 4. ABV. ABOVE 5. ALT. ALTERNATE 6. ARCH. ARCHITECTURAL 7. B.C. BOTTOM CHORD 8. BD. BOARD 9. BLD'G BUILDING 10. BLK'G BLOCKING 11. BLW. BELOW 12. BM. BEAM 13, BOTT. BOTTOM 14. BR'G BEARING 15. CANT. CANTILEVER 16 C.J. CEILING JOIST 17. C.L. CENTER LINE 18. CL'G CEILING 19. CL. CLEAR 20. COL. COLUMN 21. CONC. CONCRETE 22. CONT. CONTINUOUS 23. DBL DOUBLE 24. DET. DETAIL 25. D.F. DOUGLAS FIR 26. DIA. DIAMETER 27. DIM. DIMENSION 28. D.J. DECK JOIST 29. DP. DEEP 30. EA. EACH 31. ELEV. ELEVATION 32. E.N. EDGE NAILING 33. EQ. EQUAL 34. E/S EACH SIDE 35. E/W EACH WAY 36. EXT. EXTERIOR 37. FDN. FOUNDATION 38. F. HT. FULL HEIGHT 39. F.J. FLOOR JOIST 40. FL. BM. FLUSH BEAM 41. FLR. FLOOR 42. FRM'G FRAMING 43. FT'G FOOTING 44. GA. GAUGE 45, G.E.T. GABLE END TRUSS 46. G.L.B. GLU-LAM BEAM 47. G.T. GIRDER TRUSS 48. HDR. HEADER 49. HNGR. HANGER 50. HORIZ. HORIZONTAL FASTENER SCHEDULE ITEMS TO BE FASTENED 51. INT. INTERIOR 52. JST. JOIST 53. K.P. KING POST 54. K.POST KING POST 55. K.S. KING STUD 56. K.STUD KING STUD 57. L.V.L. LAMINATED VENEER LUMBER 58. MANUF. MANUFACTURER 59. MAX. MAXIMUM 60. M.B. MACHINE BOLT 61. MIN. MINIMUM 62. M=L MIRCOLAM (TJM) 63. MULT. MULTIPLE 64. N.T.S. NOT TO SCALE 65. 0/ OVER 66. O.C. ON CENTER 67. PERP. PERPENDICULAR 68. P=L PARALLAM (TJM) 69. P.S.L. PARALLEL STRAND LUMBER 70. P.T. POST TENSION 71. PLT. PLATE 72 PLYWD. PLYWOOD 73. RAFT. RAFTER 74. REINF. REINFORCEMENT 75. RF. ROOF 76. REQ'D REQUIRED 77. R/S ROUGH SAWN 78. SEL. SELECTED 79. SHT'G SHEATHING 80. SIM. SIMILAR 81. SIMP. SIMPSON 82. SLP'G SLOPING 83. SPECS. SPECIFICATIONS 84. SQ. SQUARE 85. STAGG. STAGGERED 86. STD. STANDARD 87. STL. STEEL 88. STRUCT. STRUCTURE 89. T&B TOP & BOTTOM 90. T.C. TOP OF CURB 91. T&G TOUNGE & GROOVE 92. THK. THICK 93. TRIM. TRIMMER 94. T.S.L. TOP OF SLAB LEVEL 95. TYP. TYPICAL 96. U.N.O. UNLESS NOTED OTHERWISE 97. VERT. VERTICAL 98. W/ WITH 99. W/O WITHOUT FASTENER TYPE ROOF SHEATHING 8D COMMON FLOOR SHEATHING 10D COMMON (DEFORMED SHANK) OR, #8 X 2" COARSE THREADED, YELLOW ZINC, FLAT HEAD, WOOD SCREWS 3/8" SHEAR WALL SHEATHING 8D COMMON OR GALVANIZED BOX 1 /2" SHEAR WALL SHEATHING 10D COMMON OR GALVANIZED BOX 1 /2" GYP. BOARD 5D COOLER OR WALL BOARD. 5/8" GYP. BOARD 6D COOLOER OR WALL BOARD STUCCO NO. 16 GAUAGE STAPLES (7/8" LEGS), OR NO. 11 GAUGE (1-1/2- LONG, 7/16" HEAD) HORIZONTAL STRAPS 10D COMMONS OR 16D SINKER 2ND FLOOR HOLDOWN STRAPS (VERTICAL) 8D COMMONS (AT CS-16 STRAPS) 10D COMMON OR 16D SINKER (ALL OTHERS) FOUNDATION HOLDOWN STRAP ( VERTICAL) 16D COMMONS HANGERS AS DIRECTED BY MANUFACTURER SOLE PLATES 16D SINKER OR 12D COMMON UBC TABLE 23-I-Q AS INDICATED ON TABLE & FOOTNOTES BOLTED CONNECTIONS A307 BOLTS W/ STANDARD CUT WASHERS MUD SILLS "HILTI": 0.145" X 1.125" PENETRATION INTO CONCRETE, OR "ITW RAMSET": 0.140" X 1" PENETRATION INTO CONCRETE SEISMIC/WIND CLIPS AS DIRECTED BY MANUFACTURER ITEMS NOT LISTED AS DIRECTED BY CODE AND/OR MANUF. .0 1 :-A will im - 2001 C.B.C/ SHEAR WALL. SCHEDULE / (TABLE 23 - 11 - I - 1) MARK ALLOWABLE SHEAR SHEATHING AND NAILING ANCHOR BOLTS SILL PL. NAILING AT UPPER STORIES REMARKS 3/8" C-D/ C-C RATED PLYWOOD BLOCK ALL A 260 #/FT EDGES) W/ 8d COMMON NAILS 0 6 5/8" A.B. ® 48" O.C. 16d 0 6" O.C. 6d SINKERS E.N., ® 12" F.N./ 2x MUD SILL 3/8" C-D/ C-C RATED PLYWOOD (BLOCK ALL AE.N., 350 #/FT EDGES) W/ 8d COMMON NAILS ® 4" 5/8" A.B. 0 40" O.C. 16d 0 4" O.C. 16d SINKER 0 12 F.N./ 2x MUD SILL 3/8" STRUCTURAL 1 RATED (BLOCK AA® 550 #/FT ALL EDGES) W/ 8d COMMON NAILS 5/8" A.B. 0 32" O.C. 16d 0 3" O.C. 16d SINKERS 3" E.N., ® 12" F.N./ 3x MUD SILL (** ) 15/32" STRUCTURAL 1 RATED (BLOCK A 730 #/FT ALL EDGES) W/ 8d COMMON NAILS 5/8" A.B. 0 24" O.C. 16d 0 2" O.C. 16d SINKERS 0 2" E.N., ® 12" F.N./ 3x MUD SILL ( ** ) 10d COMMON) 15/32" STRUCTURAL 1 RATED (BLOCK 16d 0 2" O.G. OR A870 #/FT ALL/ (1F0d COMMONMUD NAILILLS 5/8" A.B. 0 16" O.C. LAG 6d SINKERS 2"EE NES)� 3 ( **) B/88" ®7" 7/8" STUCCO OVER PAPER - BACKED S6 180 #/FT LATH WITH 16 GAUGE STAPLES 0 6"0,C. 0 TOP/ BOT./ PLATES, 0 EDGES/ FIELD 5/8„ A.B. 0 72" O.C. 16d 0 12" O.C. 6d SINKERS ( *** ) ___]: 1 1A pill Vol A� * USE 10d COMMON NAILS IN LIEU OF 8d COMMON NAILS FOR THIS TYPE OF SHEAR PANEL/SHEAR VALUE. ** PROVIDE 3X SILL PLATE WITH NAILS STAGGERED FOR SHEAR PANEL TYPES P2, P2*, AND P3 WHEN IN CONTACT WITH CONCRETE. WHERE SHEATHING IS APPLIED ON BOTH FACES OF WALL & NAIL SPACING IS LESS THAN 6" O.C., ALL PANELS SHOULD BE OFFSET TO FALL ON DIFERENCT FRAMING MEMBERS OR FRAMING SHALL BE 3X MINIMUM (NOMINAL) & NAILS ON EA. SIDE SHALL BE STAGGERED, ALTERNATE: USE 2X MUDSILL AND DOUBLE THE NUMBER OF ANCHOR BOLTS IN LIEU OF 3x MUDSILL. 3x MUDSILLS IS REQUIRED FOR SHEAR WALLS HAVING (V>350 PLF) ALSO, PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL TYPES P2, P2* AND P3. *** SHEAR PANEL TYPE S6 SHALL BE APPLIED IN ACORDANCE WITH ICBO REPORT #1318, JULY 1996, WITH 16 GAUGE GALVANIZED WIRE WITH 7/8" LEG AND 3/4" CROWN (WALL SECTIONS HAVING HEIGHT TO LENGTH RATIOS IN EXCESS OF 1 1/2 TO 1 SHALL BE BLOCKED. STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA ANA, CA 92705 FAXN{)4 94% 4351060 ��RDO L i LC� w mi 0 0 N W < C) Q u 0 Cn 0 0 < wV) Q r__ I- Q or) V) 0 m Pic No. CWM-7 Sly CtViir � a o w u. o mUow fg z$Ls o >- o cr v w wz¢ -acs uj a. 1= ocr z oime+Z_ ao ovi R oz rE cl- � zo�¢ mJ W In M�-ziiww N � oo0z z agM Xo - aCl. a o "' � I 45 mo Q oO L a to cn IC) 0 L \ In (o 7 C Q 00 U) {V © m t- ,w q_ SHEET NO. SGN- I 1 Al 7 1 /2" 6's 4 1 /2"3 2 {-�•— 6'— 3 1 /4" 32 !',� i TYP 0 (2) ENDS 10 0 SD1 0 D ~ SD 1 ( i cX 4 1 BEDROOM 3 o, 0 TYP 't 0 C.0 ( SD1 _ Pi 16 1 C.i co � C S � - 7 i i �/�! LO F F1� 4 SD1 `- L------ L----- Lp UNDRY 4 I `O 1 P1 16 TYP P81� f' 4- S 1Y R001 Li u{ SD1 cs Pi i TYP @ (2)ANDS 1' 1 P1 f 10 CD j TYP @ 16 SD1 j ~ (2)10NDS r- © 1 i SD1 sD1 r � 18 HALL SD1 SD1 f l 32 LEGEND (NEW) FOOTING LINE (EXISTING) FOOTING LINE 77 DROP IN SLAB WHERE OCCURS DETAIL NUMBER SDX DETAIL SHEET NUMBER PAD NUMBER XX DEPTH OF PAD ANCHOR BOLT SPACING d to to to 7 I SD1 q I N SD1 SD1 I �l M I _ 32 4z1— 4 3D1 M ( I I V_ I I L?� FAMILY ROOM 5 I I i I CUT 18" x 24" IN EXISTING CONCRETE STEM/ FOOTING 12 I sD 1------- O I { I I ! � XTALL NEW UNDER EXISTING s F I KITCHEN I I f I I BEDROOM 2 ; f T_ I x 1 5 f I ii f f I I I II I I I I I I I I ( EXISTING- k I I I RAISED FLOOR j I i WHERE OCCURS I I 11 II I I BEDROOM1 I { I LIVING ROOM I I 5 I j I I I __j I I— ---- — — __._ — — __ — _ — _ --- — — _.__ ___ ___ — _.__ — _.. _._.e _._ __._ ____ __ _._ ._._ ____ _._ ^ — _.__ _._. __ — _ PORCH PAD SCHEDULE 16P1 (2'-0") SQ. PAD W/ (2) #4 BARS 0 BOT. E.W. * (3'-O") SQ, PAD W/ (3) #4 BARS 0 BOT. E.W. ANCHOR BOLT SCHEDULE 40 5/8" DIAMETER X 12" A.B's 0 40" O.C. (MIN.) 32 5/8- DIAMETER X 12" A.B's 0 32" O.C. (MIN.) 24 5/8" DIAMETER X 12" A.B's 0 24" O.C. (MIN.) 68 SD2 17 AROUND FULL SD2 AROUND 4 HEIGHT 4 tx 4x6 HDR 4 ±xL HDR a` i BEDROOM 3 8, 0" CLG. 1 BEDROOM 4 8'-.0 CLG. FOUNDATION NOTES FRAMING SCHEDULE 1. ACTUAL NEW SLAB THICKNESS SHOULD BE 4" (MIN.). 2. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO EXISTING ROOF FRAMING, WHERE OCCURS FOUNDATION OR FOOTING INSPECTION. 3. VERIFY HOLDOWNS AND ANCHORS BOLTS LOCATIONS WITH NEW 2x8 ROOF RAFTERS 0 16" O.C. ROUGH FRAMING IN ORDER TO INSURE PROPER/ACCURATE INSTALLATION. 4. ALL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 5/8- DIA. NEW 2x6 CEILING JOISTS 0 16" O.C. X 12" A.B.'S WITH 2"x2"x3 /16" WASHERS, MIN. 7" EMBEDMENT INTO CONCRETE, AT 72" O.C. UNLESS NOTED (N) 2x6 JOISTS 0 16" O.C. 0 RAISED FLOOR OTHERWISE ON PLANS. ANCHOR BOLTS SHOULD BE LOCATED MAX. 12" AWAY FROM THE END OF SILL PLATES. MIN. (2) A.B.'S PER SILL PLATE PER SHEAR PANEL. EXISTING RAISED FLOOR FRAMING, WHERE OCCURS 5. ALL HOLDOWNS AND ANCHORS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECIFICATIONS AND MBOLS SYMBOLS REQUIREMENTS OF ICBO REPORT NUMBERS 1211 AND 4448 MIN. CONCRETE WIDTH SHALL BE 8" FOR RECEIVING HPA's. 6. CONCRETE STRENGTH TO BE MINIMUM 2500 PSI. ROOF OR FLOOR JOISTS/ MEMBERS PER SCHEDULE 7• USE 2%2%3/16" PLATE WASHERS FOR ANCHOR BOLTS TO REPLACE MISSING OR MISPLACED 5/8" DIAMETER ANCHOR A\ BOLTS, USE 5/8" DIAMETER THREADED RODS EMBEDDED MIN. SHEAR WALL PER SHEAR WALL SCHEDULE 5" INTO CONCRETE WITH SIMPSON STRONG TIE SET EPDXY. OR HILTI HIT HY-150 ADHESIVE SYSTEM. SPECIAL INSPECTION IS POST] TRIMMER OR STUD AS SHOWN REQUIRED DURING INSTALLATION. FOLLOW MANUFACTURER'S RECOMMENDATIONS. X DETAIL NUMBER 8. FOUNDATION SUPPORTING WOOD SHALL EXTEND MIN. 6" ABOVE SDX DETAIL SHEET NUMBER B_0» THE ADJACENT FINISHED GRADE. BEAM NUMBER, PER STRUCTURAL S• PROVIDE MIN. 18" CLEARANCE FROM EARTH TO THE BOTTOM OF CALCULATIONS THE JOIST AND MIN, 12" TO THE BOTTOM OF WOOD GIRDER f BEAMS AT RAISED FOUNDATION. 0 { i 16 0 r ! % 13 1 �____� SD2 SD2 +x 8' s EPC46 LAUNDRY,- 8'- 0" CLG SD2 jj " I —I" CL _ 1 FULL1 �• —7 I � x I I N Y©�� ` x t>:1� R1 t° iij 1 I j u I ! a (f 2 i SD2 "PC46" X. 2 ._1-UDY ROO 15 12 FULL P I. �__ >�CLG D2 SD2 HEIPC4jH � Al1 HI rFULL r13 14 _ HEIGHT D �� _ 1---�� SD2 SD2 � oA_ B _0 q� I } FAMILY ROOM —�'] (N) 4xT0 1 '��� 3 j 1— — — — /, dQR SD2 II % 8 1 SD2 SD2 { [,g-q ---------- 1 _AA DROOM 2 8'-0" CLG I i 1 ii I f CLST i DEDROOM1 8' 0" CLG I— 0 I I it !I IE i( II II J II fl 11 II ff II Ii I J____ IL ___1_1 ___ I i___- _uff__ __j_.! _ I I II II II (I II f1 II I II f, If If 11 11 ff � II ii 11 II {I ll II II I II i! if it 11 f1 11 11 11 II it if � l! ii II (i {I II EI FZOOF RIMMING & FOUNDAT10"'N FolANS '-0" CLG KITCHEN 11 Ii 8' 0" CLG -------i I ' iD 's MIN.2x8 RIDGE ALONG CALIF. -_-_-' �- - FRAMING. PROVIDE VERTICAL `` ,' i SUPPORTS/ KICKERS 0 MAX. ,x�1 5'-0" O.C. TO WAILS BELOW �I � � 1 I I ;H-ELF % LIVINX ROOM k '-0" G KEY NOT£ PER SCHEDULE 0 CALIFORNIA FRAMING/ FILL KI"y NOTE" BALLOON FRAME STUDS AT THE LOCATION OF SHEAR PANEL. POINT LOAD ABOVE, PROVIDE SOLID BLOCKING IN FLOOR 3� PLYWOOD ALL AROUND THE OPENING. ® 3X MUDSILL CONTINUE PLYWOOD THRU WALL ® MIN. 2x4 FLAT BLOCKING W/E.N. FRAMING NOTES OF SHEATHING: 15/32" A.P.A. RATED SHEATHING, WITH PANEL INDEX OF 32/16, EXPOSURE 1 OR EXTERIOR AND WITH 8d COMMON NAILS AT 6" O.C. AT EDGES AND BOUNDARIES, AND AT 12" O.C. AT FIELD &QOR SHEATHING: 5/8" A.P.A. RATED SHEATHING, WITH PANEL INDEX OF EXPOSURE 1 OR EXTERIOR T & G, WITH 10d COMMON NAILS AT 6" O.C. AT EDGES AND BOUNDRIES, AND AT 12" O.C. AT FIELD AD.tZ0 AL R00E A E= 5HEAWNQa_NOIES' 1- USE RING OR SCREWS SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATIONS AFG-01 OR ASTM D3493. ff 2- APPLY GLUE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AS AN ALTERNATE TO USING 10d COMMON NAILINGS. 3- REFER TO NER 1O8 FOR INSTALLA110N AND CONDITION OF USE. 4- ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY AT LEAST ONE OF THE FOLLOWING AGENCIES; PFS/TECO, APA, OR PITSBURG. ,� LINER GRADES: A- UP TO 4X12 BEAMS AND HEADERS: DFL #2 B- 4X14 AND UP, 6X AND 8X BEAMS/ HEADERS: DFL #1 C- 2X JOISTS/ RAFTERS: DFL #2 D- 2X STUDS: STUD GRADE OR BETTER. E- TOP/ BOT. PLATES, STUD GRADE OR BETTER, (MUD SILLS TO BE P.T.) WALL FRAMING: A- WALL CONSTRUCTION PER U.B.C. TABLE 23-IV-8 B- NON -BEARING WALLS: 2X4 SUTDS 0 16" O.C. WITH MAX. HEIGHT OF 14'-0" 2X6 STUDS 0 16" O.C. WITH MAX. HEIGHT OF 20'-0" ! A001110NAL WALL ERAMING NOTES; NO MULTIPLES OF 2X4 STUD WALLS SHOULD BE HIGHER THAN 14'-0". BEARING WALLS OVER 10'-0" HIGH, SHALL BE SUPPORTED BY CALCS. SHEAR WALL SCHEDULE REFER TO SHEET: SGN-1 FOR SHEAR WALL SCHEDULE AND NOTES. ADDITIONAL. F'RAMINC.7' NO'Tw"S 1- ALL EXISTING FRAMING ELEMENTS INCLUDING SIZE AND SPACING OF ROOF RAFTERS, FLOOR JOISTS, BEAMS AND HORS ARE SPECIFIED ON PLANS AS "EXISTING". ALL OTHER STRUCTURAL ELEMENTS NOT SPECIFIED AS "EXISTING" ARE "NEW". 2- CONTRACTOR TO VERIFY ALL EXISTING FRAMING AS SHOON ON THE PLANS AND SHALL INFORM THE ENGINEER OF ANY DESCRPENCIES 3- CONTRACTOR TO USE MIN. DOUBLE CEILING JOISTS FRAMED ALL AROUND ANY CEILING OPENING FOR ATTIC ACCESS OR ANY OTHER PURPOSES. USE PROPER SIMPSON HANGERS AS NEEDED 4- ALL WOOD CONSTRUCTION SHALL COMPLY WITH CODE SEC. 2320. AAND MIN. NAILING WITH TABLE 23-11-8-1 5- WALLS WITH PLUMBING NEED TO BE 2x6 STUDS AND MIN, NAILING WITH TABLE 23-11-8-1 Cw'"ILINCJOISTS *** CONTRACTOR/ FRAMER TO FOLLOW THE FOLLOWING RECOMMENDATIONS FOR FRAMING LOWER CEILINGS BELOW ROOF/ FLOOR WITH STANDARD CEILING LOADS/ CRITERA: * JOIST SPAN/ LENGTH BETWEEN 2'-0„ & 6'-0": - 2x4 CEILING JOISTS 0 16" O.C. - 2x6 CEILING JOISTS 0 24" * JOIST SPAN/ LENGTH BETWEEN 6'--0" & 10'-0": - 2x4 CEILING JOISTS 0 12" O.C. - 2x6 CEILING JOISTS 0 16" * JOIST SPAN/ LENGTH BETWEEN 10'-0" & 14'-0": - 2x6 CEILING JOISTS 0 16" - 2x8 CEILING JOISTS CAD 24" * JOIST SPAN/ LENGTH BETWEEN 14'-0" & 18'-0": - 2x6 CEILING JOISTS 0 12" - 2x8 CEILING JOISTS 0 16" STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE,, SUITE # 108 SANTA A(N(A, CA 92705 FAX N(949)44)35 3 064 65CC*S1D$ L j L{7 � 0 C� w < Cif U < V) U 0 �Q Q�z m" p < wU) < I` ~ �) Q Cn cn N0. CO 24 Exp s% s;lVtL 0 1 0 rj:0 In 0 o c0 L0 0 h Q o 0 m T_' ,3z z SHEET N8. S-1.0 1. POST, PER THE PLANS 1. STUD WALL WHERE OCCURS -16" MIN. 1. 4X4 POST (MIN.) 1. EXISTING CONC. FOOTING 2. STEM WALL/ FOOTING BELOW 2. EXIST. 2x MUD SILL. WHERE 2. CONC. FOOTING PER PLANS. 2. EXISTING FLOOR SYSTEM STRUCTURAL OCCURS 0000 DESIGN 3. FLOOR SHEATHING 0 0 3. ANCHOR BOLT PER TABLE 3. NEW CONC. FOOTING 3. �NEW) 5�,'8 DIA. THREADED 0 e BELOW. OD W/ 0' MIN. EMBEDMENT 0 0 00 3 4. NEW FLOOR SYSTEM WHERE SOLUTIONS, INC. 4. SILL/ MUD PLATE, INTO PRE -DRILLED HOLE, 0 0 4. "HTT22" HOLDOWN. U.N.O OCCURS. 1820 E. GARRY AVE., SUITE # 108 0 0 SANTA AN& CA 92705 EPDXY -TIE PER ICBO'1 5279 0 0 5. $OLID BLK'G UNDER POST ABV. 1 5. (2) #4 DOWELS, 16- LONG MIN PHONE: ?4% 435-1065 5. �OLID BLK'G WITHIN FLOOR 1 3/4- MIN. FILLED W/ SIMPSON SET- 0--) 0 0 T 0 4 FAX: (94 5-1064 SAME SIZE AS POST ABOVE) SPECIAL INSPECTIO] is 0000 01 0 a (SAME WIDTH AS POST ABOVE) 4 SPECIAL FOR INSTALLATION. - 6. PR -DRILLED HOLES FILLED 6. SIMPSO� qONNCTOR E/SIDE 0 0 4 2 W SIMPSON T-EPDXY NOTE: MIN. A35 4. EXIST. CONC. STEM FOOTING. 0 0 1- USE SOMPSON SET -EPDXY TIE 4 1 BO ER-527�9 SPECIAL < < SYSTEM APPROVED INSPECTION IS MUIRED. 5. EXISTING FLOOR, WHERE ICBO ER-5279 ------ PC 1 4 74 2 OCCURS 7. LINE OF WALL WHERE OCCURS FOOTING 2- SPECIAL INSTRUCTION IS T REQUIRED FOR INSTALLATION D < 4 i x AV 3 �'N N STRENGTH 5 25b Copsc� Ita 3 A 1 4, REVISIONS: 5 - - - - 4- CONTRACTOR SHALL SPECIFY It < OVERALL LENGTH OF ANCHOR 4 < 1Cl0 A BUILDING DEPT. CORR. 07-11-05 Z 4 4�� A -4- 2 A A 3 A SIMPSON HOLDOWN POST (MIN.) NAILS ANCHOR TYPE de le MIN DIST. 0 17CORNER .1. 4" L 12" L If Iq A HTT22 4X4 (28) 10d COMMON OR (28) 16d SINKER 5/8" DIA. BOLT 1 3/4" 6" 5" A 13-SD1/FN-206 9-SD1/FN-134 5-SD1/FN-132 1-SD1/FN-140 117 BLOCKING AT FLOOR UNDER POST 13 STEEL ROD IN EXIST. FOOTING 9 HOLDOWN IN (E) FOOTING 15 NEW TO EXISTING FOOTING _____ 1. FLOOR SYSTEM, PER PLAN 1. FLOOR SYSTEM, PER PLAN 1. FLOOR SYSTEM, SEE PLANS 1. (E) WALL WHERE OCCURS 2. 2X STUD WALL, WHERE OCCURS 2. FOOTING, PER PLANS 2. POST PER PLAN z' 3. SIMPSON "HD" PER TABLE 2. EXISTING FLOOR 3. 2x FULL -DEPTH BLK'G. 3. FLOOR GIRDER, PER PLAN BELOW. 7 OR RIM JOIST T, -4- - 4 4. FLOOR SHEATHING 3. NEW FLOOR PER PLANS 4. 2X SILL PLATE 4. �,IMPSON HANGER AS NEEDED 4 Top FLANGE HANGER" 5. SOLID BLKG. SAME AS POST 6 5. 6" THICK CONC. STEM FOOTING ABOVE 4. EXISTING FOOTING SEE DETAIL 3 FOR 5. FINISH GRADE, WHERE OCCURS 6. 2X P.T.D.F. MUD SILL W/ A. B. 3 5. 2x �IEDGER WITH 62) ROWS OF,, REST OF INFORMATION. ON, ( n�8 7 I _H 3/8 DIA. LAG S REWS AT 12 2 6. SIMPSON "A35F" 0 12" O.C. 7. NEW FOUNDATION O.C. & STAGGERED ALq,NG SHEAR WALL , AND 1, 24' O.C. AT OTHER LOCATIONS S. SIMPSON "SSTB" ANCHOR 6. (N) FLOOR BOUNDARY NAILING > Lij IS) PER TABLE BELOW Ivi 1V 7. PLYWOOD SHEAR WALL, COR A 5 IAI IAA 7. NEW FLOOR SHTG. ry 0 WALL FINISH, WHERE 0 CURS 9. ADDtE�1�D#4 BAR 6'-0" LONG w 0 r_ 7 r-1\1 7 6 >1 I T CEN 0 HOLDOWN 8. APPROVED SIMPSON HANGER 8. E.N. WHERE OCCURS < 0-) j 6 NOTES: 2 All ' kl�) 0 If 1" 9. (E) 2x JOIST/ RIM/ VERIFY < 1. REFER TO MFR. SPECS. FOR 6< If U >_ 4 (D INSTALL TO WOOD MEMBER 10 8 10.(N) SIMPSON "A34" ANCHORS GO 0 fc SPACED 0 24" O.C./ MIN. 2500 PSI 6 5 0 2. BOLVERIFT IED LENBYGTH THE TO BE _L_A_ < CONTRACTOR TO ACHIEVE 0 < SYSTEM TH IN THE FLOOR Ono < SIMPSON ANCHOR DIA. POST MIN DIST HOLDOWN le ItIt'i I I 0) HOLDO AND TYPE MIN') TO CORNER ALLOWBILE LOADS V) 11 HTT22 5/8" DIA SSTB24 4VX14 5000 Ibs 7�r 14-SDI/ NEW 10-SD1/FN-193 6-SD1/REV,FN-188 2-SD1/REV,FN-185 118 INTERIOR FOOTING DETAIL 114 CONNECTION DETAIL 10 HOLDWON INSTALLATION 16 NEW TO EXISTING FLOOR 12 1. CONC. STEM FOOTING 1. POST PER PLAN. 1. FLOOR SHT'G. 2. MIN. 6 x 6 FLUSH BEAM. 1. RAISED FLOOR PER 3/SD-1 3 2. SIMPSON "PC44" (U.N.O.) 2. 2X SILL PL. W/ 16d's PER OVER OPENING SHEAR WALL SCHEDULE. 3. 2X MUD SILL W/ A.B.'s 2. FOOTING PER DETAIL 3/SD-1 3. FLOOR GIRDER. 3. E.N. 5 4. CONIC. PAD, PER PLANS 4. 2X SILL OVER FLOOR SHTG. 3. �4 DOWELS, 24" LONG AT 4. PLYWOOD SHEAR PANEL OR WHERE OCCURS 4" O.C. 5. �IMPSON COLUMN BASE, 5. WALL FINISH WHERE OCCURS. 2X STUD WALL ABOVE. x x CBQS44-SDS2) U.N.O. (D _T _T T_ -I WHERE OCCURS 1 4. FINISH OR NATURAL GRADE 5. MIN. 6" THICK CONC. STEM 6. FLOOR JOISTS PER THE PLANS WHERE OCCURS. x x 6. FINISH GRADE. T t USE SIMPSON HANGER AS 6. h=12" MIN. UNDER FLOOR NEEDED AT BEAM SIDE 5. CONC. SLAB ON GRADE 7. LINE OF DISCONT. WHERE GIRDER OR -18 TO BOTT. OF - rc� I PER OCCURS. 3 FLOOR JOISTS. 2 7. SIMPSON "ST22" 0 EACH END ARCH. 5 3 6. COMPACTED FILL AS NEEDED 11 [Al OF BEAM AS SHOWN 7. �4 VERTICAL 0 24" O.C. No. CO 4 1 L ((z 7. SHEAR/ EXTR. WALL FINISH ACED 0 CENTER OF STEM - i W/ ALT. BENDS.ER 9 6 14L < 8. FINISH OR NATURAL GRADE cfl k*_ ' '< (�\�< J. WHERE OCCURS. CIVI 6" OF cp, 5 9. 24 OR 3x6 P.T.Q.F. MUD SI &/ 5/8" DIA.X12 A.B. 0 4 C. REFER TO PLANS z OPEN 6 17 10. HORIZONTAL BARS A BOTTOM r cwt 'fl I 1 4 (0 4 c*4 < 10 11. 2X RIM -ALL AROUND. ------- Ak- LL < 4, 6" -MIN cg PER PLANS m z 15*$ cw5 tun, MIN. ffi 6 �lx CJ 15-SD1/ NEW 11-SD-1/ NEW 7-SD1/FN-130 3-SDI/REV,137 f2 w uj =m 19 FLUSH BM OVER OPENING 15 FOOTING DETAIL II GIRDER/ POST & PAD CONN. 7 FOOTING DETAIL 3 �0= IsWO cri C) cz 1. (E) CONC. STEM FOOTING 1. FINISH GRADE, WHERE OCCURS 1. FLOOR SHEATHING, PER PLAN ua, 2. �N� 4 x 6 BEAM, 30" LONG u 02 C�"%c �E_ w ER OPENING 2. f4 BARS @ 24" O.C. 0 BOT. 2. DROP BM/ GIRDER PER PLANS (n I- ACH WAYEARTH 3" AWAY -�> = 3. (E) 2X MUD SILL W/ A.B.'s FROM 3. 2x FULL -DEPTH BLKG. TO RMAIN 00- 4. U,, (E F�OTING AS SHOWN PER ARCH. 3, #3 STIRRUPS 0 18- O.C. 4. MIN. (4) 16d NAILS PER BLOCK n 8 4 805 1 x )2 MAX. �: �:_ UJ 5. E 2X STUD WALL ABOVE 4. #3 CONT. 0 STEP NOZE 5. LAP JOIST ��. 8 AND NAIL c> BE REMOVED WITH MIN. 6 16d NAILS UJI 6. (ESN) 5. 12x1 2 FOOTING W/ # 4 0 JOIST WHERE OCCURS u` S I PSON HANGER AS BOTTOM, MIN. w A,\ I T t 81 MIN. 6. POST/ KING PSOT BEYOND m 2 3 V NEEDED AT BEAM SIDE COVER LAP (n p c 3 TYP. 7. SIMPSON "ST22" @ EACH END 6. COMPACTED GRADE OF BEAM AS SHOWN X' x x 5 n /Z x x < x xTMI MIN. 0 0 2 a L0 u') C-0 0 4 0 0 0 < CN C.0 0 �c2n 14_- jag 24" AM moo MAX. wi AF SHEET NO. 12-SDI/ NEW 8-SD1/ REV,FN-144 14-SD1 SD-1 201 16 ACCESS IN EXISTING FOUNDATION 12 CONCRETE STEPS ON GRADE 8FLOOR JOIST DETAIL 4 1. ROOF SHEATHING. 1. POST, SEE PLANS FOR SIZE. 1. RIDGE BEAM PER PLAN "CS16" STRAP OVER "CS16" STRAP OYER 1. HEADER, PER PLANS 1. (E) DOUBLE TOP PLATE. 2. D.F. #2 FLAT OUTRIGGER: 2x4 2. BEAM/ HDR. SEE PLANS. 3 2. 2X RAFTER PER PLAN. ENTIRE HEADER LENGTH BLOCKING 2. TRIMMER, PER PLANS 2. (N) DOUBLE TOP PLATE. STRUCTURAL 0 24 O.C. OR 2x6 0 32" Q.C. ` DESIGN TAKE BACK TO 2rld RAFTER 3. SIMPSON COLUMN CAP 4 3. LAP AND SPLICE W/ (3) 16d 1 3. 2x FULL HT. KING STUD 3. ADD 1 (N 2x STUD UNDER 2 9 4 1 MAX. 18 TOTAL OVERHANG). SEE PLANS FOR SIZE. 0 EACH SIDE � � THE I�N}D Q EACH DBL TOP SOLUTIONS, INC, OLID SHIM UNDER EA. g f 4. 2x BLKG. BETWEEN STUDS & PLATS & NAIL THEM W/16d's OUTRIGGER. 4. FULL HT. 2X STUD WHERE ° 4. 2X FULL DEPTH BLOCKING f UNDER STRAP AS NEEDED 016 Q.C. ON BOTH SIDES 1820 E. GARRY AVE. SUITE # 108 OCCURS NAILED INTO STAGGERED. SANTA ANA. CA'92705 3. HOLD TOP OF WALL DOWN HDR POST AS SHOWN 5. ST22 AT 48" O.C. (U.N.O.) \ 5. (1) 2x WINDOW SILL (MIN.} PHON : 849) 435-1065 3/4 E FROM TOP OF eM� 6s 012 O.C. MIN.) 2 - - �° - - EQUAL EQUAL 4. (1) A35 0 EACH SIDE. FAX: �{s4�} 435-1064 3 UNLOADED RAFTER. ; 6. SIMPSON HANGERS WHEN - - 6. PLYWOOD SHEAR PANEL, 1 4. E.N. SPAN OF RAFTERS EXCEED - - / ALL AROUND OPENING 5. (1) SIMPSON "ST6236" STRAP, { i i 0'-0" OTHERWISE USE MIN. 4 f SEE PLANS APPLIED ON SIDE OF TOP { 5. 2x STUDS BALLOON FRAMED ' 4 5j 16d TOE NAILS C EACH PLATES &NAILED EQUALY. AFTER TO RIDGE 7 3 f 7. SHEAR PANEL EDGE NAILING { 6. 2x RAFTER LEDGER W 16d's i � 1 � / x { 9 0 8 O.C.(S E TABLE BELOW) � rt 1 x �f 8. (1) SIMOPWSIONU'� 116" STRAP - - � - - { 7. NOTCH JOIST FOR OUTRIGGERS 2 f 1 R { 8. FULL HT SHEAR PANEL E > ° \ g 9. 2x TYP. STUD { WHERE OCCURS 4 5 7 7 6 2 (4: 1 KNISIONS: (0'1 .{ ___ _ _ 9. 2X BLKG 3 - -x_ -� _ - 1 BUILDING DEPT. CORR. 07-11-05 '{ 1D 10. LINE of CLG. WHERE OCCURS ' _ p�° f 8 I 2 TJ/ { NOTE: SHOULD BE DONE � 1 AFTER ROOF IS LOADED. f t ASE16d S _ A35F s 6 1 V A 6 O.C. 32 O.C. B 4 O.C. 16 O.C. C 3 O.C. 12 O.C. D 2 O.C. 8 O.C. 17-SD2/REV.FR-150 13-SD2/FR-206 9-SD2/FR-230 5-SD2/FR-341 1-SD2/FR-167 ��_..._..........._..� BALLOON FRAME WALL1171POST-BEAM/ HEADER CONNECTION 13 CONNECTION c RIDGE 9 PLYWOOD @ WINDOW OPENING 5 INEW TO EX. TOP PLATE COINK I 7 1. BEAM/ MULTIPLE JOIST PER 1. 16d SINKER NAILS AT 16" O.C. 1. (N ORE 2x ROOF JOIST � PLAN 1. IMPSON A35 0 4 " O.C. 4 1 U.N.O. & PER TABLE BELOW. I� TH LANS _______ SEE TABLE BELOW �2. POST/ STUD WHERE OCCURS 2. 2X STUDS AT 16" O.C. 2. SHEAR WALL/ FULL HEIGHT 2. 2 xBEVELLED BLKG 8 3. 2X FULL HT. STUD W/ (3) WITH E.N. 3. LOCATE (1) 2X STUD UNDER 3. (N) 2x STUD WALL/ CRIPPLE 16d s INTO SM, SPLICE POINT. I 5 3. E.N. 4. SOLE PL. WITH 16d's 0 6" O.C. EQUAL EQUAL 4. TOP PLATE/ WHERE OCCURS 2 1 5 4. SHEAR PANEL PER PLAN 3 3 4. MIN. 4'-0" SPLICE LENGTH 3 5. SIMPSON STRAP PER TABLE _ T 5. SIMPSO STRAP PER TABLE 5. (E) WALL BELOW BELOW 5. ROOF SHT'G. TAB-- NDRD 3 6. 16d'S @ 12" O.C. 6. TOP PLATE (OR BEAM). BELOW (ON TOP OF PLATES). - NAILING SPLICE EQ. EQ. 1 6. CUT (E) ROOF AS NEEDED 7 ---' ---- ��1 7. EAM @FLUSH CONDITION 7. STUD WALL, T771111111{ { W In NAI STRAP TO BOTTOM OF g I I 7. LINE OF CLG WHERE OCCURS Iz a 4 M. f JOISTS) 8. ROOF RAFTER PER PLANS mi I E-G3 02 4 8. EDGE NAILING O $ 8. ALTERNATE LOCATION OF STRAPNOTE: g, W N 3 I NOTCH SOT OF RAFTER FOR FULL NOTE: I Q 3 6 BEARING AS NEEDED STRAP 3 NAIL SPACING SHALL NOT j { 7 THANE 2„120`CO.C, NOR CLOSER 1111 ( (- 1 2 6 NOTE: IN I I i to U w FREFEOR NATO SIMPSON QIREMENTS 4 `,. ,� _ � - f � _ � __ � 7 0 -17 < 3 1 0 IT D �_r STRAP END LENGTH CAPACITY A CS16 2'--0" 1650 Ibs B (2) CS16 2'-0" 3300 lbs C CMSTC16 1 5'-0" 4700 Ibs D CMST14 1 6'-0" 5600 Ibs CONDITION/C & WIDE MEMBER FOR STRAP 6 I n 1 Now O V) Q SEAR WALL A35 SPACING P6 " P4 24" O.C. 16 O.C. P2 12" O.C. SPLICE A B C D E F NO. OF 16d SINKER 12 18 24 30 36 42 MIN. PLATE LAP 4 FT. 4 FT, 4 FT. 6 FT. 6 FT. 6 FT. ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 I MST37 I MST48 I MST60 }� w l-- t-- Q 5 cn A 14-SD2/FR-155 10-SD2/FR-142 6-SD2/FR-140 2-SD2/ REV,FR-135 > 118114DRAG DETAILRAFTER TO BALL CONNECTION110 TYPICAL SPLICE AT TOP PLATE 6 CONNECTION OVER CLG. BEAM � 1. POST/ KING POST PER PLANS, 1. WALL/ DOUBLE TOP PLATES 1. (N& OR 3 (E)LANS WHERE OCCURS 2x ROOF JOIST 1. EXISTING ROOF JOISTS 2. BEAM/ HDR. SEE PLANS. 2. 2X RAFTER PER PLAN. THE 3. INVERTED SIMPSON COL.CAP 4 3. LAP AND SPLICE W/ (3) 16d 10 2. SHEAR WALL PER THE PLANS 1 2. NEW ROOF SHEATHING SEE PLANS FOR SIZE @ EACH SIDE (g 3. (N) 2x STUD WALL/ CRIPPLE 3. (N) ROOF SHEATHING E.N. 4. 2X FULL DEPTH BLOCKING 11 4. SOLE PL. WITH 16d's 0 6" O.C. 4. MIN. RAFTERS 0 16" O.C. 5. ST22 AT 48" O.C. (U.N.O.) 6. SIMPSON HANGERS WHEN ~� - 5. (E) WALL BELOW 4 2 3 5' PER EACH I` E) I Q� 16d's G �i SPAN "OF RAFTERS EXCEED � �50 do OE NAIILS ® EACH 6. CUT (£} ROOF AS NEEDED 6. OVERT NAILER, AS NEED ©DST ���Q� �rl, ABIi6°� 1 AFTER TO RIDGE �8�i t� ��,� 10 7. FULL DEPTH BLOCKING 2 NO. CO 3 NOTE: 3 8. EDGE NAILING EXp, USE TOP FLANGE HANGER 4 .---'� 9. LINE OF CLG WHERE OCCURS s e ° 5 IV! 10. ROOF SHT'G.WHERE OCCURS �,��,� Civil- 8 11. SIMPSON "LTP4" 0 24" O.C. 0� � 2 2 6 1 5010 a onuj �- 2 V 15-SD2/FR-205 11-SD2/FR-230 7-SD2/ REV,FR-135 3-SD2/REV,FR-177t„�z-a 19 POST TO BEAM/HEADER 15 CONNECTION @ RIDGE 11 CONNECTION OVER CLG. BEAM 7 TO(E)ROOF CONNECTION 3 _W~ 1. RIDGE BEAM PER PLAN 1. EXISTING DBL. TOP PLATE. r'=5> , aamC 9 5 1. (N) UPPER ROOF li��z2,,,= Al 2. RAFTERS PER PLAN. 2. EXISTING ROOF OR FLOOR. t? =c 10ocn w �- V 1 3. FULL HEIGHT POST, SEE 1 2. �Na 2x4 PURLIN W/(2j 16d'S 3. EXISTING SPLICE POINT. AMR o� 1. (E) ROOF SHEATHING. 2 THE PLANS EACH VERTICAL KICKER " ; E 1 4. ADD (1 j ST6224 STRAP ON d, ga. Tc 12 N 2x4 NAILER W ((2) 16d's THE SIDE AS SHOWN. 2, (Nj ROOF SHEATHING 4. 4x BLOCKING E/SIDE MIN. 3INO (E) FRAMING /NiE IBERS � g D� w 3. (N) 2x LEDGER W� 16d NAILS 7 5. SIMPSON STRAP PER PLANS 2 5. 2xSTUDS WHERE OCCURS. 0 � tt 6' O.C. INTO NEW BLOCKING 4, LAP AND NAIL W/(4j16d NAILS �.., o`��' 6 6. (1 SIMSON "ST6236" STRAP o I 4. PLYWOOD SHEATHING E.N. AA ROSS THE FACE OF TIDE 5. (N) 2x4 KICKERS Q 48 O.0 4 { POST AND THE SIDE BLK G. I • • AL 0 EQUAL 5Qi o o 11 5. (E) 2x STUD WALL - PLACED AT EXTERIOR SIDE 6, (E) LOWER ROOF E.., v_s `i- cr 2 { OF THE WALL uj 6. (E) ROOF FRAMING 2 3 I �--' cn i 9 6 8 7. SLOPING DBL TOP PLATES c5i => ---- --- - 7. (N} ROOF FRAMING 4 WHERE OCCURS 8. 2x FULL -HEIGHT STUD 8. N FULL HT SHEAR PANEL DROP CON 7ITION 5 ( 4 3 9 9. 2x KING SIDE C� EACH SIDE OF 7 3 (RIDGE 5 P THE PLANS f P°S;6d's INTO M. NAIL AND 3Lo { 1Q 9. (N) 2X BLK'G BETWEEN STUDS r 16d's ® 8" O.C. INTO POST Lo 10. LINE OF CLG. WHERE OCCURS / 10 10. ALTERNATE AT FLUSH COND. 0 cD \ SIMILAR CONN. AS APPLICABLE 1 4 5 4 0 x 0 { 11. (N) SIMPSON "H2.5" ANCHORS X tc� 24" Q.C./ CUT PLYWOOD AS l r. <c { NEEDED FOR INSTALLATION 1 12. (E) DBL TOP PLATES OR RIM ( 6 JOIST/ VERIFY CONDITION - - _ - - - - FLUSH CONDITION SWEET NO, 16-SD2/REV,FR-150 12-SD2/REV,FR-230� _ 8-SD2/REV,FR--142 4-SD2/FR-308 SD-2 20 BALLOON FRAME WALL 16 CONNECTION @ RIDGE 12 RAFTER/ KICKER CONNECTION 8 DOUBLE TOP PLATE SPLICE/STRAP 14 Certificate of Compliance: Residential (Part I of 2) CNR Mr, Cuevas 6/29/05 Project e e 1917 S, Svcamore Santa Ana rro ject miuess Butditg Permit A M,A, FRANCIS & ASSOCIATES, INC, (949) 263-6640 an Check 7 We rumen Man AM Repw Computer Performance 8 Me - Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use thy GENERAL INFORMATION Total Conditioned Floor Areal 767 f? Average Ceiling Height; 8. 0 ft Total Conditioned Slab Area; 0 f? Building Type; (check one or more) V Single Family Detached © Addition FQ Single Family Attached ❑ Existing Building Multi -Family n Existing Plus Addition Front Orientation, (W e s t) 270 deg Floor Construction TYpem Stab Floor Number of Dwelling Units, 0.37 Number of Stories; 1 Raised Floor BUILDING SHELL INSULATION Component Type R-19 Floor TOMB R-19 Roof (R,192*16) R-13 Walt (W.1a2x4,16) Solid Wood Door Const, Frame Assembly Location/Comments Type U-Value (attic, garage, typical, etc,) W ood 0 , 0 3 8 Exterior Floor / Over Crawlspace (w/R-6 Credit) W ood 0,051 Exterior Roof W ood 0,088 Exterior Wall None 0,387 Exterior Door FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Factor SHGC Shading Yes / No Yes / No Right (South) 3.5 a38 129 Dug Screen E ❑ ❑ Left (N rw 275 1138 029 Bug Screen Q ❑ ❑ X❑ Rear (East) 32.0 1138 029 Bug Screen T ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ R ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ t_.1 ❑ ❑ ❑ Run Initiation Tlmew 06/29/05 IN967 Run Coder 1120066797 EnergyPro 31 By ErergySoft user Mmberm 4486 Job Nuwbery Page, 1 of 7 Certificate of Compliance: Residential (Part 2 of 2) CNR Mr, Cuevas 6/29/05 FF-57ct lWe Ilate HVAC SYSTEMS tote, Irywt Hybeodc or CombinedHyoirooc *+A under Water heating Systems, except Be* Heating goad Heatln Equipment Minimum Distribution Type and Duct or Type urnace, heat Efficiency Location Piping Thermostat Location 1 pump, etc,) (AFUE/HSPF) (ducts, attic, etc,) R-Value Type Comments Gravity Wall Furnace 76AFLIE Ductless / No Fan n/a No Setback FORSAIRE 3508332 Coolin� Equipment Minimum Duct Type air conditioner, Efficiency Location Duct Thermostat Location i heat pump, evap, cooling) (SEER) (attic, etc) R-Value Type Comments Nor Coaling 1110 SEER Ductless n/a No Setback FfD<SAiRE 35M WATER HEATING SYSTEMS Rated 1 Tank Energy Fact, I I External Water Heater Water Heater Distribution # in Input Cap, or Recovery Standby Tank Insut, System Name Type Type Syst. Btu/hr (gal) Efficiency Loss t) R-Value I For small gas storage (rated Ipputs of tens than or edyal to 75X Bt Ar), electric resistance and heat pump water heaters, list energy factor, For lard gas storage water heaters (rated kgxrt of greater than 75X Bt AO, list Rated IVA, Recovery Efficiency and StrAy Loss. For Instantaneous gas water heaters, list Rated input and Recovery Efficiency, REMARKS This certificate of compliance lists the binding features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to Implement them, This certificate has been signed by the indvidaat with overall design responsibility, The undersigned recognize that compliance using duct sealing and TXV's reor°es Installer testing and certification and field verification by an approved HERS rater, Designer or Owner (per Business & Professions Code) Documentation Author Name, Aw4iL Name, Yasser Zola Titte/Firm; SDS - Structural Design Solutions, Inc, TitlelFirm; M,A, FRANCIS & ASS9CIATES, INC, Address; 1820 E. Gary Ave„ Suite 108 Address; 2111 BUSINESS CENTER DRIVE, SUITE 220 Santa Ana, CA 92705 IRVINE, CA 92612 Telephone; (949) 43°5-1i65 Telephone; (949) 263-6640 Lic, #I 72- na (date) re (date) Enforc ent Agency Namet Title/Firm; Address; Telephone; s a amp Run Initiation Tine; 06/29/051$3967 Run Code, U20066797 rgyPro 31 By EnergySaft User Mbmberi 4486 Job Motes Pagcn 2 of 7 Mandatory Measures Checklist; Residential (Page I of 2) MNR Mandatory Measures Checklist; Residential NMI t orrtse reside W bud i fts subject to the Stondards rw,st contain these measures regardless of the compliance approach used, Inns marked with an asterisk W may be superseded by more str1nged compliance re*ements b-W on the Certlficale of Compliance . When this checklist 1s kxorporated Into the permit documents, the features noted shall be considered by all parties as minimum component performance nce specifications for the mandatory measures whether they are shown elsewhere In to documents at on this checklist only. DESCRIPTION Instructonsw Check or Initial applicable boxes or enter WA If not applicable, DESIGNER £tFREMENT Building Envetope Measures w ISO ** m R-19 cull% Insulation. F--7 15M t.aase fit insulation marafact rer's labeled R'Valure. mm IVck ftwdn R-13 watt Insulation In rood framed watts or euydvalent II -value In metal frame watts (bees i �J not apply to exterior mass walls), [}� w ISO *bw R-13 raised floor mutation In framed floors or epudvatent 1W Slab eon Insulator - water absorp� tam rate no greater than A water vapor transmissionrate no than 24 heater pernAch 1_._1 ,18, lnsutaiian spedfled or Instalted meets Insulation g alty standards, inalicate type and form, FE1116-171 Ferestrathon Products, Exterior Bowes and Infitratk AxfBtratiam Controls L Doors and windows between conditioned and ucoadtlo ed spaces signed to limit * leakage, Z Fenestration products (except fbtd fabicateaD have label with certif ed U-Factor, certifkd Solar heat G* Coeffbent (m), anal Infiltration certficatbn 3, Exterior doors and windows reaterstripped! all joints and penetrations caulked and sealed l ` l 15NO Vapor barriers mandatory In Climate Zones 14 and 16 may. t❑ IWO Special Infutrroton barrier installed to comply with Section 151 meets Cormlssim quality starufar* L.-_I 15DO Installation of Fireplaces, DecIntive Gus Appliances and Gas Logs, L Masonry and factory-budt fireplaces have, a, Closeable metal or glass door b. Outside aim intake with der and control G Flue damper and control a No contkamus burning gas plots allowed Space Conditioning, Water Heating and Plumbing System Measures ❑ 110-15 HVAC equipment, water heaters, stowerheads and faucets certified by the Commission ,__.! IW iteati g and/or cooling loads calculated In accdrabrce with MRAE, WO or ACCA, 1:1 150 Setback thermostat an all applicable heating and/or cooling systems, Fl LSk p Poe and Tank Insulation L Storoge gas water heaters rated with an Energy Factor less than 02 must be externally wropped with Insulation having an Installed thermal resistance of R-12 or greater, 2 First 5 feet of pipes closest to water heater tank, w-redreula'timg systems, ktsuiated (R-4 or greater) a Back-up tanks for solar system, uwflred storage brim or other Inabect hot water tanks have R-2 external Insulation or R-16 combined Internal/external Insulation 4, At Died or exposed Oft insulated In recirculating sections of hot water systems, 5, Coaling system piping below 55 degrees F. ksulatud, 6, " insulating g between heatng source and Indirect hot water tar k Piro; 31 By FrnrgySoft User tlubery 4486 Job "Jowl Page, 3 of 7 Computer Method Summary (Part I of 3) C-2R Computer Method Summary (Part 2 of 3) C-2R Mr, Cuevas 6/29/05 Mr, Cuevas 6/29/05 roc Ime 1917 S, Sycamore Santa Ana MH FoJeci Tire e M,A, FRANCIS & ASSOCIATES INC, Building Fermit (9 4 9) 2 6 3 -6 6 4 0 nnN&Mte # Type Area U- Factor SHGC Act, Azm, Glazing Type Titt Location/ Comments ocumerm a n Affior one Computer Performance 8 1 Window Rght (South) 3.5 i - 0,380 0,29 180 90 NWR rd Dbl Vinyl Clear WAowE — Fist Floor Addition once ac age or er Field e one 2 Window left (Mx^th} 3 0 , 3 8 0 0 , 2 9 Q 9$ h0t�-Dot Vinyl Clear Wtlaw� First floor Source Energy Use Standard Proposed Compliance 3 Window 4 Window Left (North) 24A Rear (has) 3 2, 0 01380 0 38 0 0,29 0 29 0 90 NitWard:Dl: 9T' —70- Mli Vinyl Vinyl Clear WA awE Clear WAowE First Room Addition FUst oor Addition (kBtu/sf-yr) Design Design Margin , , Space Heating 6.33 4,12 2122 — Space Cooling 7.43 3.45 3,97 — Domestic Hot Water 0, 0 0 0100 0,00 — Totals 1 3.76 __ 19� — Percent better than Standard; 45,0 — Total Conditioned Floor Area; 767 fie Floor Construction Type; Raised Floor ❑ Slab Floor Building Type, Sin` ale Fam Detached Building Front Orientation; (West) 270 deg Total Fenestration Area; 8,2 -- Number of Dwelling Units, 0.37 Total Conditioned Volume; 6,13 6 ft3 -- Number of Stories, 1 Total Conditioned Stab Area, 0 f t2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt, Area _ FORSAIRE 3508332 767 6,136 037 Conditioned No Setback 2 nA -- 'Solar OPAQUE SURFACES Act, Gains INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin Type Area U-Fac, Azm, Tttt Y / N Form 3 Reference Location 1 Comments # Exterior Shade Type SHGC Hot Len, Rp I.M. Of IM"' Ten Agt, FloorCS 767 01038 0 I S 0 R-19 Floor (F192416) First Floor AdditionBug screen Roof 767 01051 0 0 R-19 Roof (R1924,16) First Floor Auk Mon reen �1, 9T- ` c -7 ___TT, __FT 4 T Wall 160 01088 180 90 R-13 Walt (W,13.2AX) First Floor Addition Rug screen T --TT �- Door 13 0,387 180 90 Solidi Wood Door First Floor Addition 4 Bug Screen ��^ _ 0.76 4.0 4, 0 1, 0 0.1 4.0 20,0 Wall 228 01088 0 9 0 R-13 Walt (W13,2x4,16) First Floor Addition Wall 176 0, 0 8 8 9 0 9 0 R-13 Walt (W1320,16) First Floor Addition Run Initiation Time, 06/29/05 IDG967 Run Coder 112M797 Ene tft 31 By EnerpSoft User Ilmbm 40 Job Mmiam Page 5 of 7 Run Initiation Timer 06/29/05 IM57 Run Code 112i#i66797 F.re oft 31 4 ErergyWt User Marren 4486 ,ub Mxber, Page 6 of 7 (Page 2 of 2) MNR NOTE, Uwgse reskiential Wtdngs "Jed to the Stardu* rust commis these measures regard, of the cor0ance approach, used hens marked with an asterisk (U may be superseded by more stringent caVOu ce is listed an the Certfkate of Ca0baue, When this checklist is Incoporated Into the permit documents, the features noted shalt be consdered by all parties as minimum component performance speftotlons for the widatory measures *ether they are shown elsewhere In the documents or ai this checklist only, ESCRIPTION Instr� Check or Initial applicable boxes or enter N/A If not applicable, DESIGNER MOW Space Conditioning, Water Heating and Plumbing System Measures; (continued) * 15W Ducts and Fans L AO ducts and plenums installed, seated and insulated to meet the regdrements of the 19% CIC Sections 69, 603, 604 and Standard 6-3m ducts insulated to a minhum installed level of R-42 or enclosed entirely In conditoned space. I1Senings shad be seated with mastk, tape, aerosol sealant, or other duct-dosure system twat meets the applicable requirements of 0.181, WO, or t1..181 If mastic or tape Is used to seat openings greater than 1/4 inth, the cobkatbn of mastic and either mesh or tape shalt be used Mall ng cavities shall not be used for conveying contitioned air. Joints and seams of duct systems and trek components shalt not be seated with cloth bade rubber adhesive duct tapes unless such tape is used in uambtnatbn with mastic and 2 Uding cavities, short platforms for air Nnalers, and plenums s o wed or cdnstructeal with materials otter than seated sheet metal, duct board or flexbte duct shall not be used for conveying coIxitioned *. Building cavities and support platforms may commis ducts, Ducts Installed In cavities and support platforms shall not be compressed essed to cause reducbs In the cross-sectianat area of time cumcts, 3 Joints and sew of duct systems aW their components shall not be seated wits cloth back rubber adhesive duct taps unless such a tape is used In cowbInatbn whit mastic and +bawbw& 4. E"M fan systems have back draft or automatic mbmpers, 5 Gravity ventilation systems serving condtiormed space have eltherautoratk or readly accesskle, wally operated dampem 6 Protection of Insdatbn Insulation shall be protected from damage, hdvallng that due to sunlight, mdsture, ediulpmemt maintenance, and wind but not tidied to the follarimp Insuatbn exposed to weather shall be sumltnbte for outdoor service eg, protected by a , sheet metal, pointed canvas, or plastic cover. Cellular foam ksulatop shalt be protected as above or painted with a coating that 6 water retw*nt and provides shiektIng from solar rndatiam that can cause degradation of the material, l� 114+ Pod and Spa Heating Systems and Equipment L Certified dun 78ther mat effkfency, an -off sift mmeath erprod operating kmstructbns, no electric resistance heatkg, and no plot 2, System is installed with at least V of *e between fifer and heater for future solar, cover for outbea^ pods or Sin a At least W of pipe between fifer ore tenter for future soar heating, b, Cover for wWDor pools or outdoor spas. 3, Pod system has drecttarat kdets and a chdiatbn pump time switch 115 Gas fired central furnaces, pool h eaters, spa heaters or household making appliances have no continuously brnbg plot tight (Exception, Hom-etectrkat cooky aWbrces with plot (150 Btu/hr) U8 (fin Cod Roof material meet specified aiterla Lighting Measures IS k Luminaires for general ttghtkg In Wtdtens shall have tomes wits an efficacy 40 liens/watt or greater for general lighting In Wtdm This generat Og *9 shall be controlled by a switch on a ready occessliale lighting control panel at an entrance to the kitchen, 1500 Roams wdtn a show or hottrtub mast have either at least one odmmnale with lamps with an efficacy of 40 lu etslwatt or greater swmiWW at the entrance to the roam or one of the alternative to this reqkearrt allowed In Section 150 6?4 anal recessed celtng fixtures are IC fthtlon cover) approved 31 By EnergySoft User Mamber, 4486 Job Mmmberm Pop 4 of ? Computer Method Summary (Part 3 of 3) C-2R Mr, Cuevas 6/29/05 ProTect Tffre Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick, Heat Inside Location Type (sf) (in,) Cap. Cond, Form 3 Reference R-Val, Comments PERIMETER LOSSES F2 Insulation Type Length Factor R-Vat, Depth Location / Comments HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location 1 pump, etc,) (AFUE/HSPF) (ducts/attic, etc,) R-Value Type Comments Gravity Walt Furnace 76 AFUE Ductless / No Fan n/a No Setback FORSAIRE 3508332 Hydronic Piping Pipe Pipe Insul, System Name Length Diameter Thick, Cootie Equipment Minimum Duct Type air conditioner, Efficiency Location Duct Thermostat Location t heat pump, evap, coating) (SEER) (attic, etc) R-Value Type Comments No Cooling_ 10,0 SEER Ductless n/a No Setback FURSAIRE 3508332 WATER HEATING SYSTEMS Rated 1 Tank Energy Fact, 1 1 Tank Insut, Water Heater Water Heater Distribution It in Input Cap, or Recovery Standby R-Value System Name Type Type Syst, (Btu/hr) (gal) Efficiency Loss () Ext. 1 For small gas storage (rated Input t= 75000 MA O, electric resistance and heat ice, water heaters, list energy factor, For laarrgge ggaass storage aster heaters (rated Input > 75M BtuAr), lost Rated Input, Recovery Efficiency and Standby Lass Rated Recovery For Instantaneous gas water heaters, Iist Input, and Efficiency, REMARKS Run Initiation Time, 06/29/05 10067 Run Coder 112DO66797 Energyft at By ErergySoft User Number, 4486 Job k*M Page' 7 of 7 STRUCTURAL DESIGN SOLUTIONS, INC. 1820 E. GARRY AVE., SUITE # 108 SANTA AN(gA, CA 92705 FAX{94J) 4)35 31064 85 W Ltd W mi Q 0 W < 0") U Q U 0_ 0 z � Now 0 Q WV) Q < iU) A No. C 24 �`,' \� OF (AL.