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0008-346 (SFD) Site Detailsa Residence for: Whaite Clark 78-800 Lima Street La Quinta, Ca. s CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE t t By LA Q UINTA GOLF CLUB La Quinta, Ca. ffstanford leonhard bishop architects .Job No.0032 ME73-350 el paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 8/7/00 REN. 1 a/eF/oo D] 1 g— AT /P. s.T waL! � ! r=T'�. I off► �' - M�T�r� �� -`��- 1 8- Ica cofi= euK. �,/ 1��s �T -% zi 3r�,� O.c, Gm� 5C1D A CV -1 � W/ SL. 1 - MAS C' `- r^rER �D WIRE• LAT" To. rWTcH H�Sr ...._ _ _ . 1 >N.cK. 1 ° o • o Co is F I'�. IN UNDIsT'UReED ON i 1 A 1 ' � 2� � Da�� Gam: •�) C;1 I6 G UMf, ail-' w/ *4s YET. _ p 3Z Of � �`iJs �ICRIZ. e 32 0,� . (:;,garr SoLjc> ALL C5-L.L5 V1 S�-i \ \\ ail o. ' - I CONC F716.'IN L'tl�Isj UI Q GiO 1 ". B 1 1 . .. .. .. 1.01 Ez stanford leonhard architects Ej 0 74-055 hwy 111 palm desert, ca 92260 • (619)776-8478 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I <� •` _ V 0 6 -- RETAINING WALL �o,,. 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COVE oo stonford leonhord -architects 77-8W Vdf ICL 0-- X)l - bwmdo d -nm co 42201 '.(6M W)AV2 u I SL200 ABBREVEAT I ONS ❑❑ stonford leonhard architects 0 ❑ 73-350 EI Paseo Palm Desert, Ca. 92260 (760) 776-8478 0 2.00 ABBREVEATIONS: AB ANCHOR BOLT REV REVISION FIN FINISH C AMERICAN STANDARD CHANNEL PEN PLYWOOD EDGE NAIL HD HOLD DOWN AC AIR CONDITIONING RF ROOF 'FG FINISH GRADE C8 CARRIAGE BOLT PLY PLYWOOD HGR HANGER ADJ ADJACENT SAO SEE ARCHITECTURAL DRAWINGS FLR FLOOR CL CENTERLINE PLF POUNDS PER LINEAL FOOT HORIZ HORIZONTAL ALT FN ALTERNATE FACE NAIL SB CJ SOLID BLOCKING CONTROL JOINT PNL PANEL HS HIGH STRENGTH ® AT SCHED SCHEDULE FOM FACE OF MASONRY CLG CEILING PP PARTIAL PENETRATION HSB HIGH STRENGTH BOLT BLK BLOCK SED SEE EDLECTRICAL DRAWING FOS FACE OF STUD CLR CLEAR PSI POUNDS PER SQUARE INCH HSFB HIGH STRENGTH FRICTION BOLT BLK BLOCKING SMDT SEE MECHANICAL DRAWINGS FRMG FRAMING COL COLUMN PTDF PRESSURE TREATED DOUGLAS FIR HSGH HIGH STRENGTH GROUT BN BOUNDARY NAILING SPCG SPACING FTG FOOTING CONC CONCRETE R RADIUS HSH HORIZONTAL SLOT HOLE BM BEAM SPEC SPECIFICATION FS FAR SIDE CONN CONNECTION RFTR BOT RAFTER BOTTOM HT SO HEIGHT SQUARE GA GAUGE CONT CONTINUOUS REF REFERENCE ID INSIDE DIAMETER B PL BASE PLATE SS SELECT STRUCTURAL GALV GALVANIZE CP COMPLETE PRENETRATION REINF REINFORCING IJ I SHAPED BUILT UP WOOD TRUSS 1 BRG BEARING STD STANDARD GLB GLUE LAMINATED BEAM CMU CONCRETE MASONRY UNITS REOD REQUIRED JST JOIST STIFF STIFFENER BTWN BETWEEN CSK COUNTER SINK GR CW GRADE CUT WASHERS JT STL JOINT STEEL L ANGLES EE EACH END STRUCT STRUCTURAL MIW MALLABLE IRON WASHER DBL DOUBLE UNO UNLESS NOTED OTHERWISE LGMF SW LIGHT GAGE METAL FRAMING SHEAR WALL EF MTL EACH FACE METAL OF DOUGLAS FIR VERT VERTICAL LGMFC LIGHT GA MTL'FRMG CONTRACTOR ELEC ELECTRICAL SYM SYMMETRICAL (N) NEW DIA OR 0 DIAMTETER VSH VERTICAL SLOTTED HOLE LL LIVE LOAD ELEV ELEVATION T & B TOP & BOTTOM NIC NOT IN CONTRACT DIAG DIAGONAL W/ WITH LLH LONG LEG HORIZONTAL EN EDGE NAILING T & C TONGUE & GROOVE N /# NUMBER DIM DIMENSION W/o WITHOUT EO EQUAL LLV LONG LEG VERTICAL THK THICK NS NEAR SIDE DJ DOWEL JOINT WD WOOD MAX MAXIMUM EQUIP EQUIPMENT THRU THROUGH NTS NOT TO DL DEAD LOAD WP WATER PROOF, WORK POINT MB MACHINE BOLT ES EACH SIDE TL TOTAL LOAD OC ON CENTER ON DOWN WT STRUCT TEES MC MISCELLANEOUS CHANNEL EW EACH WAY TN TOE NAIL OD OUTSIDE DIAMETER D0. DITTO WWF WELDED WARE FABRIC MECH MECHANICAL EXIST EXISTING TOC TOP OF CONCRETE OPNG OPENING DWG DRAWING EXP EXPANSION MFR MANUFACTURER OPP OPPOSIT TOS TOP OF STEEL FDN FOUNDATION (E) EXISTING PL PLATE MIN MINIMUM . TS STRUCT TUBING EA EACH MISC MISCELLANEOUS TYP TYPICAL ABBREVEAT I ONS ❑❑ stonford leonhard architects 0 ❑ 73-350 EI Paseo Palm Desert, Ca. 92260 (760) 776-8478 0 2.00 1 r 1 l 1 1 7L 1 SL20I I. GENERAL 1. THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN DETAIL BOOK. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER S SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE STANDARDS, AND THE REGULATIONS OF THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARD LISTED IN THESE NOTES. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE F00T. PROVIDE ADEQUATE SHORING AND/OR BRACING. 10. WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THIS DETAIL BOOK SHALL APPLY. 11. CONTACT THE ARCHITECT OR THE ENGINEER FOR RESOLUTION OF ANY FIELD CONDITION THAT DIFFERS FROM THAT REPRESENTED HEREIN OR ON THE APPROVED WORKING DRAWINGS. GENERAL NOTES ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 ►_� 2.01 1 SL202 GENERAL FOUNi>ATION NOTES OD stanford leonhard architects EEI ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 2.02 G E NERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION D-1557 METHOD OF COMPACTION. FLOODING OR JETTING IS NOT PERMITTED. 2. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18" FOR 1 STORY OR 24" FOR 2 STORY BELOW THE LOWEST ADJACENT FINISHED FLOOR OR 12" FOR 1 STORY OR 18" FOR TWO STORY BELOW THE LOWEST ADJACENT FINISHED GRADE WHICHEVER SITUATION YEILDS THE DEEPEST FOOTING. 3. THE TOP OF ALL PAD FOOTINGS SHALL BE PLACED AT THE BOTTOM TT M OF THE LOWEST ADJACENT CONTINUOUS FOOTING OR RETAINING WALL FOOTING. 4. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER AN IMPERMEABLE �I MEMBRANE OVER PROPERLY GRADED SUBGRADE. GENERAL FOUNi>ATION NOTES OD stanford leonhard architects EEI ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 2.02 5. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE SOILS REPORT AS PREPARED BY: JOB NO.: DATED: 6. ALLOWABLE SOIL PRESSURES: 1500 P.S.F. TABLE 18-1—A 7. PROVIDE 6 MIL VAPOR BARRIER COVERED WITH 2" SAND OVER ALL INTERIOR SLABS. 8. SEE CONCRETE SECTION FOR SLAB REINFORCEMENT. 9. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED PRIOR TO PLACING CONCRETE. 10. FOUNDATION EXCAVATIONS SHOULD BE VISUALLY OBSERVED BY A SOILS ENGINEER PRIOR TO PLACING REINFORCING STEEL OR CONCRETE. 11. THE MINIMUM THICKNESS FOR ALL PADS IS SHOWN IN THE PAD SCHEDULE ON THE FOUNDATION PLAN, HOWEVER COMPLIANCE WITH ITEM 2 ABOVE MAY YEILD A DEEPER OVERALL FOOTING THICKNESS. �I 12. ALL CONTINUOUS BEARING FOOTINGS SHALL HAVE MINIMUM 5/8" DIA. x 10" LONG ( 14" LONG AT TWO POUR) ANCHOR BOLTS AT 72" 0/C UNLESS SHOWN CLOSER IN THE SHEAR PANEL SCHEDULE. REFER TO THE FOUNDATION AND FRAMING PLANS FOR SHEAR WALL LOCATIONS. REFER TO THE SHEAR WALL SCHEDULE CONTAINED HERIN. 13. ALL ANCHOR BOLTS TO HAVE 2"X2"X3/16" DIAMETER WASHERS. GENERAL FOUNi>ATION NOTES OD stanford leonhard architects EEI ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 2.02 14. ALL INTERIOR NON—BEARING NON—SHEAR WALLS TO HAVE 3/8" DIAMETER . SHOT PINS AT 24" 0/C UNLESS NOTED OTHERWISE. SHOT PINS SHALL BE HILT! DS72 PER ICBO RESEARCH REPORT NO. 1290 OR EQUAL AS APPROVED BY ARCHITECT, ENGINEER, AND BUILDING OFFICIAL. 15. REFER TO DETAIL 01 FOR STRAP HOLDOWN INSTALLATION. 16. REFER TO DETAIL 2.01 FOR HO HOLDOWN INSTALLATION. 17. REFER TO DETAILS 07 AND 2 07 FOR PIPE AND TRENCH LOCATIONS AND FORMWORK. A 18. REFER TO DETAIL 2 08 FOR STEPPED FOOTING REQUIREMENTS. ALSO REFER TO ARCHITECTURAL FOR SPECIFIC GEOMETRY. A 19.. REFER TO DETAIL 01 FOR ANCHOR BOLT PLACEMENT. GENERAL FOUNi>ATION NOTES OD stanford leonhard architects EEI ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 2.02 iI C O N C R E T E CONCRETE NOTES O❑ stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 0 2.03 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR II, LOW ALKALI •3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. 4. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY' AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 28 -DAYS OF DRYING NOT EXCEEDING 0.04X 5. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. ANCHOR BOLTS, DOWELS INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 -DAYS OR BY AN APPROVED CURING COMPOUND. 8. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 -DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO SHALL NOT ' EXCEED 6 1/2 -GAL. PER SACK OF CEMENT. MINIMUM OF 5 _ SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP = 4" 9. ANCHOR BOLT, HOLDOWNS, AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS. THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY TIED IN-PLACE BEFORE FOUNDATION INSPECTION. 11. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISC. ITEMS TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. 12. ALL ORYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. • 13. ALL CONCRETE RETAINING WALLS AND PLANTER WALLS SHALL - BE WATERPROOFED BELOW GRADE ON EARTH FACES. 14. CONCRETE FLOOR SLABS SHALL BE A NOMINAL 4" THICK WITH ' 6X6 -10x10 WELDED WIRE MESH IN THE CENTER OF THE SLAB. 15. PROVIDE #4 1'F Z_ SLAB DOWELS FROM SLAB TO ALL CONTINUOUS FOOTINGS AND PADS. TWO POUR FOOTINGS ONLY. 16. THE CONCRETE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT IN THE CENTER OF THE FLOOR SLAB AT ALL LOCATIONS WHERE POTENTIAL CRACK MAY OCCUR INCLUDING SLAB CORNERS WHERE VERTICAL CHANGE IN ELEVATION OCCUR. REINFORCEMENT SHALL 1-#4x4' LONG BAR CENTERED ON CORNER EACH WAY. BARS SHALL BE TIED TO MESH. 17. GRADE BEAM CONCRETE SHALL BE AS PER ITEM 8 ABOVE EXCEPT 3000 PSI AT 28 DAYS. DESIGN BASED ON 2000 PSI NO SPECIAL INSPECTION REOUIRED. CONCRETE NOTES O❑ stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 0 2.03 1 1 t D -IT REIN FORCING STEEL 1. ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 40 FOR BARS §4 AND SMALLER, GRADE 60 FOR BARS 5 AND LARGER. 2. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLE GRADE SUCH AS ASTM A706. 3. USE LOW HYDROGEN ELECTRODES, GRADE E-70 FOR WELDED REINFORCING BARS. 4. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 5. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF 55 BAR DIAMETERS IN MASONRY AND 30 BAR DIAMETERS IN CONCRETE. 6. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE: BELOW GRADE (UNFORMED).......................3" CLR. BELOW GRADE (FORMED)...........................2" CLR. 7. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION H A R D W A R E 1. ALL HARDWARE SHALL BE SIMPSON STRONG TIE PER NER-209, NER-393, NER-413, NER-421, NER-432, NER-443, NER-469, ICBO R.R. NO. 1211, 4935. 2.ALL SHOT PINS, INSERTS, AND EXPANSION ANCHORS SHALL BE , HILTI PER ICBO R.R. NOS. 4016, 1290. 3: ALL POST TO BEAM OR POST TO HEADER CONNECTIONS NOT CONCEALLED IN WALLS SHALL HAVE SIMPSON PC OR EPC CONNECTORS. 4. ALL POSTS NOT CONCEALLED IN WALLS SHALL HAVE SIMPSON PB OR CB POST BASES U.N.O.. REINFORCING 5TEEL-HARDWARE NOTES 00 stanford' leonhard architects ED 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 2.04 I A205 t M A S O N R Y 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE BLOCK SHALL BE 8X8X16 HOLLOW UNITS. CONFORM TO A.S.T.M. C-90, GRADE "N-1" MEDIUMWEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0.067. NO CONTINUOUS INSPECTION REQUIRED. 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND (3 1/2) PARTS SAND AND NOT LESS THAN 1/4 PART NOR MORE THAN (1/2) PART LIME PUTTY FOR TYPE "S" MORTAR. 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA GRAVEL WITH "GROUT—AID" ADDED FOR HIGH LIFT GROUTING ONLY. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH LIFT GROUTING. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT POUR EXCEEDS 5'- 0" MAX. UFT SHALL NOT EXCEED W-0". 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT. 7. BOLTS SHALL BE GROUTED WITH i" OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 9. DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. 10. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT ONLY CELLS CONTAINING REINFORCING, UNLESS NOTED OTHER—WISE ON FOUNDATION PLAN. 11. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY. 12. ALL BUILDING RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED MOISTURE BARRIER ON DIRT SIDE. 13. MASONRY VENEER SHALL BE ATTACHED TO MASONRY, CONCRETE, . OR STUDS PER UBC 1403, 6, 4, 2 OR 1403, 6, 4, 3. MASONRY NOTES 00 stanford Leonhard architects 0 0 73-350 EI Paseo Polm Desert, Co. 92260 (760) 776-8478 0 2.05 rl t 11 SL207 �NO PIPE ALLOWED IN THIS PORTION OF FOOTING METAL PIPE SLEEVE 1/2" CLEAR OF PIPE) PACTED BACKFILL 1•-6" MIN. SEE SPECS TAMPED SAND z D. 2 9"+ 0 EXCAVATION BELOW THIS UNE 2-a STEP FOOTING AS REO'D TO KEEP DIMENSION LESS THAN 2'-4" EA. STEP FOR PIPE MORE THAN 3'-0' BELOW BOTTOM OF FOOTINGUSE COMPACTED FILL (90x DENSITY) INSTEAD OF CONC. TO FILL IN PIPE TRENCH PIPE AND TRENCH LOCATIONS A 5 1/2" MIN. ACCESS (EITHER LOCATION) cgrrCURB FORMWORK CONDITION AT EXTERIOR 2s6 MIN. CONT. PLANK CONST. JOINT, OPTIONAL FORMS N -\ CUT BACK SPALL TWOTH SHOWN ON PLANS +r' UNFORMED FORMED NOTES: 1. FOUNDATION CONCRETE MAY BE PLACED IN NEAT EXCAVATIONS, PROVIDED THE TRENCH WALLS ARE STABLE. 2. WHEN SIDES OF FOOTINGS PADS ARE FORMED PADS & STEM MAY BE POURED MONOLITHICALLY. 3. STAKES ARE NOT PERMITTED WITHIN FOOTINGS SECTION. i FOUNDATION FORMNORK A ��S tanford leonhard architects 2'O, —350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 1 1 J J SL200 RMF. SAME SZE AND SPACING AS 40 DIA 40 DIA. FOOTING REINFORCING 6" LAP YIN. LAP UK a 2 X RISE 6- d +y J_ �s� ' RISE Y" y -O• f00TINC STEP rAX. d 9K0VI1 ON PLAN ��• NOTE.- SLOPE TO BE ' I VERTICAL Z NORIZ. 40 DIA 2 X RISE 2 X RISE EXCEPT WHERE SHOWN OTHERI SE. LAP LOW. -V . TYP. FOOTING 7M«NESS (Ir NNN.) TYFIGAL STEFFED FOOTING A D/3 YIN. LOW HYROGEN WELDING RODS D LAP WELD BEADS 8E of N11LEAST D FLUSH LOW HYDROGEN WELDING ROD, lt�AS LENGTH OF WELDS SHOWN ON DRAWINGS. FILLET 0 STEEL PLATE. WELD - STEEL PLATE. I/16- TYPICAL zo PROVIDE LOW A45 -7, HYDROGEN WELDING RODS FOR ALL REINF. BAR WELDING. BUTT 1/16" WELD TYFIGAL, REBAR WELDING 2.08 OO stanford leonhard architects ❑ ❑ 73-350 EI Pose0 Palm Desert, Ca. 92260 (760) 776-8478 1 1 t 1 r SL209 2 1/2-MIN.6d r � �z D= FOR /3-/7 Da8d FOR 18-19 BAR BENDING D -10d FOR 110-111 10 r 'J,'hmu PIER k BEAM TIES t3Od (24' MIN.) THIS SPLICE SHALL BE TYPICAL NCRETE EXCEPT WHERE DETAILED OTHERWISE SU (24' YIN) (MIRE TOGETHER.MASONRY BAR SPLICE T1'FICAL REBAR BENDING A .:(TYP.) 2 15 VERT. 01 ENDS $ JAMBS U.N.O. 3 a AT WALL ENDS 6 JAMBS HOOK HORIZ. REINIF • t 1'-0' MIN, INTO GROUTED l a ll CELL (TYP.) 1Z" HOOK f "$ MAY BE PLACED UP .i 4 II OR DOWN. 2-/5 VERT. U.N.O. z b tri ; 2-15 VERT. BARS U.N.O. s '1"-JOd FOR CONC. 't" -40d FOR MASONRY � s Y � ... ? z 2-15 BMS MIN. U.N.O. z sS 'gig 'r o r Z� V -01 -MIN. SINGLE LAYER DOUBLE LAYER CONCRETE OR BLOCK REINFORCING ' ❑❑ stanford leonhard architects 2'Oq ❑ ❑ 73-350 EI Paseo Polm Desert, Ca. 92260 (7 0) 776-8478 SL210 11 OST PER PLAN =-- T BOLTS CNTRSNK ' OUTSIDE OF FRAMING 07 0 CAVITY ' D 4 { '• �- �.d '• TDF SILL PLATE •- BOTTOM OF SLAB A307 ANCHOR BOLT �ilh HEAVY HEX HEAD -6•� -6�•. - HOLDOWN SHALL OCCUR IN FRAMING CAVITY J1 U 1 h n POST ANCHOR HOLDOWN SO" CL.. HB" le" BOLTS BOLTS STAR ' = 5-12 lZir 5-1/4 3 17 (211-3/4 3/4 SSTR20 6-1/8 H010A 3/4 - 6-1/8 1 4 7 1117112 - 7 4 4 7=1 5578}t — 7 t 4 1 t HD HOLDONN A ON Ne. Q Mid xe 6GlD. 'ST ENGAGE 1 /4 BAR 1 EMBEOMENN& OF 16d PAM042 8 16 MPAHO 8 20 MPAHD22 10 24 MPAM022-2P 10 24 STHD10 10 28 1 STNp14 14 }6 STRAP HOLDOY"IIIIN A ❑❑ stanford�leonhardrchitects2.010 3-350 EI PosDesert,260 (760) 776-8478 ' .SL2011 1 . NOTE: 9" FRoM WHERE SRL PLATE MAX EA. ENO IS NOTCHED OR DRILLED MORE THAN ' (1/3) THE MADTH OF a THE PLATE A.B.S a SHALL BE PLACED (9") EA. SIDE OF CUT. . 2 x SILL PLATE with 5/8" : 12" I.G. ANCHOR BOLTS of 48" O.C. MAX U.N.O. 2 x STUDS of 16" O.C. ' 2 x PLATE with (4) I6d PER PLATE. 2 x BLOCKING with (2) 16d PER BLK'G. a ANCHOR BOLT PLACEMENT ❑❑ stanford�leonhard archi�)7t7�6�� 2.oii ❑ ❑ 73-350 EI PosDesert. Co. 92260 ( 1 2L P30 p - p 1 1 1 t STUGLO OVER . ILYM P EMM 0"AM 1 RDI' 'JLL M,! 1 W SM. DIA a. • IM A • 1'0' .% /E!I SGNQlD 1 U.N.D. SE! SNEAK 1MLL SEE ARM PLANS 1 SGIEDIL! DRYIMLL 1'eER! occw 5.i ARIES WE FOUNDATION 11 :I Id RAN ewa.4jdG.4 MAK 'OONGRETE bi..... C• ': P. .' SLAD SAND OVER 6 raL 1 ti TOP a BOTTOM UxO. L 12* n► EXTERIOR FOOTING, A „�- aTIK.cO OVER ILY►O PI EM OLLYNS 1 ►TDI SIL PLATE 1 W SW DIA r 10- ASL • 4'4 o/G TEEI SCREED 1 UA0 SQ SMEAR NMLL SB AKLPLANS 1 SCJEDII! 1 ORYRALL H!R! �jL -� a---tx pccw VI I I .tea-6�lwA�.4 wall. p: ' GONLKETE SLAB , SMO OVER O MR 4, yp5GMEN /' ..' 1 ti TOP t BOTTOM 4: 2 PS TOP 4 BOTTOM . ... \� UxO. AT BJ I2 - K v EXTERIOR FOOTIN& g .. 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Co. 92260 (760) 776-8478 i 0 3.01 GENERAL i 1. THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN DETAIL BOOK. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. r. �3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. 4. DIMENSIONS SHALL TAKE.PRECEDENCE OVER S SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 5. ALL WORK SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE STANDARDS, AND THE REGULATIONS OF THE STATE OF CALIF. DIVISION OF INDUSTRIAL SAFETY, AND THOSE 6. CODES AND STANDARD LISTED IN THESE NOTES. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING. ' 10. WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THIS DETAIL BOOK SHALL APPLY. 11. CONTACT' THE ARCHITECT OR THE ENGINEER FOR RESOLUTION OF ANY FIELD CONDITION THAT DIFFERS FROM THAT REPRESENTED HEREIN OR ON THE APPROVED WORKING DRAWINGS. 1 GENERAL NOTES DO stanford Leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert. Co. 92260 (760) 776-8478 i 0 3.01 1 1 t 1 1 1 1 I 1 1 1 i 1 1 I 1 FRAMING NOTES I. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 2. ALL STRUCTURAL PLYWOOD SHALL CONFORM TO P5-1-83, AND SHALL BE IDENTIFIED WITH D.F.P.A. GRADE -TRADE MARK. 3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF 8 SQUARE FEET AND SHALL EXTEND TO 3 BEARINGS MINIMUM WITH FACEGRAIN PERPENDICULAR TO J015T5. 4. NAILING FOR ROOF PLYWOOD SHALL BE IOD COMMONS. FLOOR SCREW5 SHALL BE EQUIVALENT TO IOD COMMON OR IOD COMMON RING SHANK. FLOOR SHEATHING SHALL BE TAG AND GLUED. 5. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE BLOCKED OR CLEATED. 6. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF DIAPHRAGM NAILING INSPECTION. 1. PROVIDE DOUBLE J015T5 OR DOUBLE BLOCK AROUND ALL OPENINGS IN ROOF. NO OPENINGS WILL BE PERMITTED IN ROOF OTHER THAN THOSE SHOWN WITHOUT THE ENGINEERS APPROVAL. 8. T.0.5. - INDICATES TOP OF PLYWOOD ROOF SHEATHING ABOVE FINISH FLOOR SLAB. q. SEE PLANS FOR THE LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. 10. ALL EXTERIOR WALLS SHALL BE SHEATHED PER SHEARWALL TYPEAQ UND_ II. REFER TO TRUSS NOTES HEREIN FOR TRUSS RELATED INFORMATION. 12. PLYWOOD ROOF CRICKETS TO BE 5/8' CDY, WHERE SPANS EXCEEDS 24' USE 2X TAPERED WOOD STRIPS AT 24' O/C. 13. REFER TO DETAILtOR OR TYPICAL TOP PLATE SPLICE. 14. REFER TO DETAILFOR WALL INTERSECTIONS. 15. REFER TO DETAIL STUD WALL AND HEADER FRAMING. 16. REFER TO DETAIL 30q OR NON-BEARING STUD WALL BRACING. 11. REFER TO DETAIL OIO OR HOLES IN DIAPHRAGMS OR SHEAR WALLS. e 18. REFER TO DETAIL , '0 OR HOLES IN 5TUD5, J01ST5, OR BEAMS. Iq. REFER TO DETAIL OR BLOCKED DIAPHRAGMS CONSTRUCTION. .OI I 20. REFER TO OETAIL A FOR UNBLOCKED DIAPHRAGM CONSTRUCTION. 21. REFER TO DETAIL i " OR SHEAR WALL CONSTRUCTION. 22. REFER TO DETAIL(_ -_ FOR CEILING FRAMING SPAN TABLE. FRAMING NOTES ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 3.02 t ❑❑ stanford leonhard architects 3.03 ❑ ❑ 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 STRUCTURAL STEEL NOTE S 1. STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. A-36 SPECIFICATIONS AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. 2. ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.S.T.M. (A-325). ALL (A-325)BOLTS SHALL HAVE SPECIAL INSPECTION. 3. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND CONFORM TO THE A.W.S. SPECIFICATIONS, USE LOW HYDROGEN ELECTRODES E70XX FOR ALL WELDING 4. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 5. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER I THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL FIELD WELDING, EXCEPT MINOR OR TACK WELDING, SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. 6. ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR CONNECTIONS WILL NOT BE PERMITTED. 7. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL STEEL CONNECTIONS. 8. PROVIDE BEVELED WASHERS UNDER NUTS AT STEEL CONNECTIONS, WHEN THE BEVEL EXCEEDS 1:20. 9. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE PLATES. 10. ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXAGONAL NUTS. 11. STRUCTURAL STEEL MEMBERS TO BE FIREPROOFED NEED NOT BE PAINTED. 12. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE •'B". ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B•'. 13. ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MIN. BETWEEN BOLTS AND 1 1/2" MIN. EDGE DISTANCE, UNLESS NOTED OTHERWISE. 14. ALL STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE NELSON STUDS OR OTHER APPROVED MFG. 15. DRY PACK FOR BASE PLATES SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. 17. DRYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 1 STRUCTURAL STEEL NOTES A t ❑❑ stanford leonhard architects 3.03 ❑ ❑ 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 t t i J 1 1 L U M B E R 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE "GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. 7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND CONFORM TO PS -1-83. EACH SHEET SHALL BE IDENTIFIED WITH AN A.P.A. GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS. 8. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. 9. ALL JOIST HANGERS SHALL BE "SIMPSON", "ARCH -RIB" OR AN APPROVED EQUAL. 10. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS: STUDS, PLATES, BLOCKING 24. 3x6, 44. 3x8. 4x8 ..................................................... #1 STUDS, PLATES. BLOCKING 2x4, 3x4, 4x4..................................................................... #1 BEAMS, STRINGERS 6x & LARGER MEMBERS ...................................................... #1 POSTS & MULLIONS............................................................. SEL. STRUCT. ROOF PLANKING & DECKING .................................................. COM. DEX.- 1450f JOISTS & PLANKING 2x,3x, & 4x MEMBERS 6" & WIDER......................................#1 RAFTERS, INCLUDING 2x4, 3x4, & 4x4 ..................................1.1 BOARDS, SHEATHING & STRIPPING ....................................... CONST. GRADE SILLS, PLATES, SLEEPERS, POSTS OR WOOD IN CONTACT NTH CONCRETE .................................... CONST. GRADE WHICH IS IN CONTACT WITH EARTH .......................................... PRESSURE TREATED 11. ALL NAILS SHALL BE COMMON WARE AND CONFORM TO TABLE NO. 23 -III -C-2 OF THE '97 U.B.C. 12. WHERE LAG SCREWS ARE USED. PREDRILL HOLE FOR SHANK THE SAME DIAMETER AS THE SHANK, AND 75% SHANK DIAMETER FOR THE THREADED PORTION. SCREWS SHALL BE INSERTED WITH THE TURN OF A WRENCH. DRIVING WITH A HAMMER WILL NOT BE PERMITTED LUMBER NOTES ❑O stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 3.04 I TRUSS NOTES A ❑❑ stanford leonhard architects 3'05 ❑ ❑ 73-350 EI Paseo Polm Desert, Co. 92260 (760) 776-8478 ' TRUSSES 1. ALL NON—GANG NAIL TYPE TRUSSES SHALL BE MANUFACTURED BY TRUS JOIST MACMILLIAN PER NER— 119, NER-128, NER 200. 2. ALL GANG NAIL TYPE TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH U.B.C. STANDARD NO. 25-17. THE TRUSS MANUFACTURER SHALL SUBMIT PROOF OF IN PLANT INSPECTION TO THE ARCHITECT, ENGINEER, AND BUILDING DEPARTMENT. 3. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS, LAYOUT, AND CALCULATIONS FOR ALL TRUSSES SUPPLIED TO THE ENGINEER AND ARCHITECT OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 4. THE TRUSS MANUFACTURER SHALL PROVIDE ALL BLOCKING, n BRACING, CLIPS, BRIDGING, WEB FILLERS AND HANGER FOR TRUSSES SUPPLIED. 5. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR ALL ADDITIONAL LOADINGS AS MAY OCCUR FROM MECHANICAL EQUIPMENT PARAPETS, STUCCOED SOFFITS, DRAG AND SHEAR TRANSFER CONDITIONS, POT SHELVES, HUNG CEILINGS, OUTRIGGERS, ETC.. 6. THE DESIGN LOADS OTHER THAN ABOVE FOR THIS PROJECT ARE AS FOLLOWS. FLAT ROOF: PITCHED ROOF: LIVE = 20 psf 20 psf** DEAD = 15 psf 19 psf LIVE LOADS ARE REDUCIBLE . ••16 psf FOR SLOPES GREATER OR EQUAL TO 4:12 7. APPROVED TRUS JOIST SHOP DRAWINGS ARE TO BE STRICTLY ADHERED TO BY CONTRACTOR AS IF A PART OF THE APPROVED DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER IMMEDIATELY IF CONFLICTS BETWEEN TRUSS SHOP DRAWINGS AND THE WORKING DRAWINGS EXIST. I TRUSS NOTES A ❑❑ stanford leonhard architects 3'05 ❑ ❑ 73-350 EI Paseo Polm Desert, Co. 92260 (760) 776-8478 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 G E NERAL NAILING NOTES 1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2. PRE -DRILL FOR ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. • ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. TABLE NO. 23 -III -C-2. 4. SEE PLANS FOR LOCATION OF BLOCKED PLYWOOD DIAPHRAGMS. G L UE- LAMINATED BEAMS 1. GLUED -LAMINATION BEAMS SHALL BE COMBINATION 24F -V4 FOR SIMPLE SPANS AND 24F -V8 FOR CONTINUOUS AND CANTILEVER SPANS. GLUE -LAMS SHALL BE DF/DF INDUSTRIAL APPEARANCE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE WHERE EXPOSED. 2. EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 3. ALL STRUCTURAL GLUED -LAMINATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY -PROVIDE CERTIFICATE OF INSPECTION TO THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLUED -LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED IN SECTION 1704.6.2 OF THE UNIFORM BUILDING CODE. 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING SHALL BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. 8. ALL GLUED -LAMINATED BEAMS SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS. M I C R O- L A M S 1. ALL MICRO LAMS SHALL BE 1.8E AS MANUFACTURED BY TRUS JOIST PER NER-126. 2. MULTIPLE MICROLAMS SHALL BE NAILED OR BOLTED TOGETHER PER TRUS JOIST REQUIREMENTS. H A R D W A R E 1. ALL HARDWARE SHALL BE SIMPSON STRONG TIE PER NER-209, NER-393, NER-413, NER-421, NER-432, NER-443, NER-469, ICBO R.R. NO. 1211, 4935. 2. ALL SHOT PINS, INSERTS, AND EXPANSION ANCHORS SHALL BE HILTI PER ICBO R.R. NOS. 4016, 1290. 3. NAIL OR BOLT ALL HARDWARE PER SIMPSON STRONG -TIE REQUIREMENTS. REFER TO CURRENT SIMPSON CATALOGUE. NAILING-GLB-MIGROLAM NOTES ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 0 3.06 t 11 1 1 1 t t r 11, SL307 C O MMON WIRE NAILS 1. JOIST OR RAFTERS AT ALL BEARINGS TOE NAIL EACH SIDE .......................................... 3-8d 2. BRIDGING TO JOIST TOE NAIL EACH END ........................................... 2-8d 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST FACENAIL................................................................ 2-8d 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST FACENAIL................................................................3-8d 5. 2" SUBFLOOR TO JOIST OR GIRDER ' BLIND AND FACE NAIL ....................................... 2-16d 6. SOLE PLATE TO JOIST OR BLOCKING FACENAIL................................................................ 16d of 16" o/c 7. TOP PLATE TO STUD ENDNAIL...................................................................2-16d 8. STUD TO SOLE PLATE TOENAIL...................................................................4-8d 9. DOUBLE STUDS FACENAIL................................................................ 16d at 24" a/c 10. DOUBLE TOP PLATES FACENAIL................................................................ 16d at 16" a/c 11. TOP PLATES, LAPS & INTERSECTIONS FACENAIL................................................................ 2-16d 12. CONTINUOUS HEADER, TWO PIECES ALONG EACH EDGE ............................................. 16d of 16" a/c 13. CEILING JOIST TO PLATE TOENAIL...................................................................3-8d 14. CONTINUOUS HEADER TO STUD TOENAIL...................................................................4-8d 15. CEILING JOISTS, LAPS OVER PARTITIONS FACENAIL................................................................ 3-16d 16. CEILING JOISTS TO PARALLEL RAFTERS FACENAIL............................................................... 3-16d 17. RAFTER TO PLATE TOENAIL...................................................................3-8d 18. 1" BRACE TO EACH STUD AND PLATE FACENAIL................................................................ 2-8d 19. 1" X 8" SHEATHING OR LESS TO EACH BEARING FACENAIL................................................................ 2-8d 20. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING FACENAIL................................................................ 3-8d 21. BUILT—UP CORNER STUDS ........................................... 16d at 24" a/c 22. BUILT—UP GIRDER & BEAMS AT TOP AND BOTTOM STAGGER ............................ 20d of 32" o/c AT ENDS & AT EACH SPLICE ................................... 2-20d 23. 2" PLANKS AT EACH BEARING.....................................2-16d 24. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOIST OR RAFTERS TOE NAILS, EACH SIDE ............................................ 2-10d TO JOIST OR RAFTER BEARINGS TOE NAILS, EACH SIDE ........................................... 2-10d 25. JOISTS OR RAFTERS TO SIDES OF STUDS, 8" OR LESS.............................................................. 3-16d FOR EACH ADDITIONAL 4' IN DEPTH OF JOIST..........................................................................1-16d 26. BLOCKING BETWEEN STUDS, EACHEND................................................................. 2-16d OR 2-10d TOENAILS 27. RIBBONS TO STUDS 1" RIBBONS...............................................................2-16d 2" RIBBONS.............................................................. 2-16d NAIL SCHEDULE 00 stanford leonhard architects 0 0 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 SCALE I'.I'-0' 0 3.0-7 Im iSHEAR WALL SCHEDULE DESCRIPTION SHEAR ALLOWABLE IONE SIDE QA 3/8" APA RATED PLYWOOD EXP. I STRUGT I PII 32/16 WITH 8d COMMON 280 #/FT. NAILS AT 6" O.G. EDGES, IT O.G. FIELD. (TABLE 23-1-K-1) 'QB 3/8" APA RATED PLYWOOD EXP. I STRUGT I PII 32/16 WITH 8d COMMON 430 #/FT. NAILS AT 4" O.G. EDGES, 12" O.G. FIELD. (TABLE 23-1-K-1) NOTE 2 INOTES: I. ALL PANEL EDGES BACKED WITH 2" NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. STUDS SHALL BE SPACED 16" ON CENTER. INTERMEDIATE NAILING SHALL BE 12" ON CENTER. ' 2. STUDS SHALL BE DOUGLAS FIR -LARCH OR SOUTHERN PINE. 3. WHERE PANELS ARE APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING 15 LESS THAN 6" ON CENTER OWEITHER SIDE, PANEL JOINTS SHALL BE OFFSET ' TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED ON EACH SIDE. 4. FRAMING AT ADJOINING PANEL EDGE5 SHALL BE 3" ON CENTER NOMINAL OR W1DER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE 2" ON CENTER. ' 5. FRAMING AT ADJOINING PANEL EDGE5 SHALL BE 3" ON CENTER NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE IOd NAILS ARE SPACED 3" OR LESS ON CENTER. 6. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. 1. ALL SILL PLATES SHALL BE 3" NOMINAL OR WIDER. 8. ALL ANCHOR BOLT FOR SHEAR WALL5 SHALL HAVE 2"X2"X3/16" WASHERS. ,I SHEAR WALL SCHEDULEI JA ❑❑ stanford leonhard architects 3.08 00 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 3/8" APA RATED PLYWOOD EXP. 15TRUGT I PII 32/16 WITH 8d COMMON g5O #/FT MEMBERS REGEIVIN( NAILS AT 3" O.G. EDGES, 12" O.G. FIELD. (TABLE 23-1-K-1) NOTE 2 EDGE NAILING AND SILL PLATES SHALL AD 3/5" APA RATED PLYWOOD EXP. I STRUGT I PH 5211(o WITH 8d COMMON 13O */FT. BE 3X NOMINAL OR NAILS AT 2" O.G. EDGES, IT O.G. FIELD. (TABLE 23 -I -K-1) NOTE 3 WIDER ' EE 15/32" APA RATED PLYWOOD EXP. 15TRUGT I PH 32/16 WITH IOd COMMON 810 #/FT. NAILS AT 2" O.G. EDGES, 12" O.G. FIELD. (TABLE 23-1-K-1) NOTE 3 DRYWALL WITH 5d COOLER NAILS AT 1" O.G. EDGED AND FIELD. IDD #/FT. 'A1/2" (TABLE 25-1) QG 1/2" DRYWALL WITH 5d COOLER NAILS AT 4" D.G. EDGED AND FIELD. 125 */FT. 'HQ (TABLE 25-1) 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS AT 4" O.G. EDGED 150 #/FT. AND FIELD. (TABLE 25-1) 5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS AT 4" O.G. EDGED 115 #/FT. iA AND FIELD. (TABLE 25-1) QK 1/8" STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 6" O.G. I80 #/FT. AT TOP AND BOTTOM PLATES, EDGES AND FIELD OF WALL. ' (TABLE 25-1 U.B.G) LQ 1/8" STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 3" O.G. 325 #/FT. AT TOP AND BOTTOM PLATES, EDGES AND FIELD OF WALL. (TABLE 25-1 U.B.G) (I.G.B.O. REPORT NO. 1823/1318) INOTES: I. ALL PANEL EDGES BACKED WITH 2" NOMINAL OR WIDER FRAMING. PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. STUDS SHALL BE SPACED 16" ON CENTER. INTERMEDIATE NAILING SHALL BE 12" ON CENTER. ' 2. STUDS SHALL BE DOUGLAS FIR -LARCH OR SOUTHERN PINE. 3. WHERE PANELS ARE APPLIED ON BOTH FACES OF THE WALL AND NAIL SPACING 15 LESS THAN 6" ON CENTER OWEITHER SIDE, PANEL JOINTS SHALL BE OFFSET ' TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED ON EACH SIDE. 4. FRAMING AT ADJOINING PANEL EDGE5 SHALL BE 3" ON CENTER NOMINAL OR W1DER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE 2" ON CENTER. ' 5. FRAMING AT ADJOINING PANEL EDGE5 SHALL BE 3" ON CENTER NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE IOd NAILS ARE SPACED 3" OR LESS ON CENTER. 6. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. 1. ALL SILL PLATES SHALL BE 3" NOMINAL OR WIDER. 8. ALL ANCHOR BOLT FOR SHEAR WALL5 SHALL HAVE 2"X2"X3/16" WASHERS. ,I SHEAR WALL SCHEDULEI JA ❑❑ stanford leonhard architects 3.08 00 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 1 i� u 1 1 1 Sl�C9 2x SHEAR BLK&. 1 (12) Ibd BETYCEN 1 48' MIN LAP-TYP JOIST OR *DBL P U.N.O. RFTR PER PLAN �- HEADER MAY BE USED AS LOWER TOP P ASL A55 R EXT (3)Ibd REOD BY OPENING HT. OPENINSS 4x6 TO B' SPAN 4x10 TO 12' SPAN . 4x12 TO 16' SPAN (LIKE SIZE IN 2x6 FRAMIN&) U.N.O. • HEADER -�V (S)Ibd TRIM STUD OR PER PLAN POST IP NOTED 16d ASS •12' DBL FULL HT STUDS TYP . 16d UNG. SINGLE FULL HT •12' STUD R INT OPN6S TRIM STUD UP TO W -O' SINGLE PIECE P6 L • WINDOW SILL A3S T&B STUD WALL AND HEADER FRAMING A Ibd TO MATCH PLY NAIL SPACING Al Q' MIN A�zftok!J. EN EN • , 16d012'«TN STUD WALL EN PER SW 9GNED PLY SHT6 EN :21>16d o 12' « TIT + . HOLDOM (i4D) '*---STUD MALL PLY SHTb PLAN VIEW OF 5TUD WALL WALL INTER5EGTION5 B 3'O� ❑❑ stan�EIP leonhard archi�)7t76�-8478�� ❑ ❑ 73-350o Polm Desert. Co. 9226G (7 �I L✓ 1 11 t 11 1 1 1 t 9L `A�0 STC CLIP:4'a MA SIDE SM) PLY 9NTN6 e -STRICT FM 16 —� �2m sTRIPPINS- NAIL TO .BTS 9TVD WALL W STRIPPING PERPENDICULAR FVO STRIPPING STC CLIP • Woo. PLY 1617 • EA SNTNG ROOF, EN i0 BILK PIECE STRPI IPNG STRICT IN IM 16 x sTRIPPIN6- kl NAIL TO 1STS 2x SLK6 • 4'*C TVD WALL YV STRIPPING %%.PARALLELZ U Y'VO STRIPPIN6 NON BEARING STUD WALL BRAG I NG A Da. F,RM6 M�GItS n OPNG WNERC FRM6 Is INTeRUPTED VNA. 2x PLAT BL" —� U.N.O. PLAN MATCN TYP. FRMS —d'I • W NSR Ee (UNOJ = IIX— lr—=� N" ROOF, PEN TO MMMR — — • ECIM OP OPCNIN6 POR LEN6TN OF, STRAP— HOLE IN DIAPHRAM OR SHEAR WALL B O0 stanford�leonhcrd s3.010 ❑ ❑ 73-350 EI Pos6-8478 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SLp11 JDARY " MIN. SHEET WIDTH TRUSSES OR S OF PLYWOOD TS 4MEDIATE BEARING D). IOOD PER PLAN NOTES: . 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 10d NAILS, UNLESS NOTED OTHERWISE: BOUNDARY -6" O.C. at ROOF PERIMETER, PLATE LINES, CHORDS, STRUTS, & AS CALLED FOR ON PLANS. EDGE -6" O.C. at ALL BEARING ENDS OF EACH PLYWOOD SHEET. FIELD— 12"•D.C. of ALL INTERMEDIATE BEARINGS. 4. ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF (3/8"). 5. ALL JOIST & TRUSSES SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE WITH PLYWOOD PATTERN. 6. NAILING SHALL BE INSPECTED PRIOR TO COVERING. • 10" AT FLOORS UNBLOCKED D I APHRAM ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 0 3.011 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "a r. IDARY ' MIN. SHEET WIDTH 2 x 4 FLAT BLK'G W/ SIMPSON Z CLIPS TRUSSES OR S OF PLYWOOD TS RMEDIATE BEARING D). 'DOD PER PLAN NOTES: 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST OR TRUSSES. 2. STAGGER PLYWOOD END JOIST (2'-0" MIN.) AS SHOWN. 3. NAILING SHALL BE AS FOLLOWS WITH 10d NAILS, UNLESS NOTED OTHERWISE: BOUNDARY -6" O.C. of ROOF PERIMETER, PLATE LINES, CHORDS, STRUTS, & AS CALLED FOR ON PLANS. EDGE -6" O.C. of ALL BEARING ENDS & EDGES OF EACH PLYWOOD SHEET. FIELD— 12"�D.C. of ALL INTERMEDIATE BEARINGS. 4. ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF (3/8"). 5. ALL JOIST & TRUSSES SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE WITH PLYWOOD PATTERN. 6. NAILING SHALL BE INSPECTED PRIOR TO COVERING. • 10" AT FLOORS BLOCKED DIAPHRAM A ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 5.012 I 9L3OU 1 1 1 I LME 1 EXTEND PLYWOOD AS INDICATED ON SECTIONS & DETAILS. TOP PLATES �(TYP.) 3 x BLK'G at UNSUPPORTED EDGES. PROVIDE WOOD POST at HOLDOWN ANCHORS. �(TYP.) EDGE NAILING ON Y NOMINAL MEMBER ,- aw - i I(TYP.) FIELD NAILING. ,,,,—f21((2 x BLK'G at OPENING. EDGE NAIL ALL SIDES OF OPENING. _EllOPENING, WHERE OCCURS HOLDOWN, WHERE CALLED 'r FOR ON PLANS. " " (EDGE NAILING of SILL NOTES: " 11 I `PLATES. t. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE. 2. PROVIDE 2 x STUDS & BLOCKING AT ALL PLYWOOD JOINTS, UNLESS NOTED OTHERWISE. 3. EDGE NAIL PLYWOOD TO ALL 4x OR LARGER POST OR COLUMNS. 4. LONG DIRECTION OF -PLYWOOD SHEETS TO RUN PARALLEL TO STUDS, UNLESS AN ALTERNATE PROPOSAL IS SUBMITTED TO & APPROVED BY THE ARCHITECT. 5. REFER TO THE SHEAR WALL SCHEDULE IN THE DETAIL BOOK FOR ADDITIONAL NOTES, SHEAR WALL MAKE UP, AND ANCHOR BOLT SPACING. 6. WALL TYPE A MAY HAVE 2x MEMBER AT EDGE NAILING AND FOR SILL PLATES SHEAR NALL 00 stanford leonhard architects ❑ ❑ 73— 350 EI Poseo Palm Desert, Co. 92260 (760) 776— 8478 U 3.013 111■I� I' EXTEND PLYWOOD AS INDICATED ON SECTIONS & DETAILS. TOP PLATES �(TYP.) 3 x BLK'G at UNSUPPORTED EDGES. PROVIDE WOOD POST at HOLDOWN ANCHORS. �(TYP.) EDGE NAILING ON Y NOMINAL MEMBER ,- aw - i I(TYP.) FIELD NAILING. ,,,,—f21((2 x BLK'G at OPENING. EDGE NAIL ALL SIDES OF OPENING. _EllOPENING, WHERE OCCURS HOLDOWN, WHERE CALLED 'r FOR ON PLANS. " " (EDGE NAILING of SILL NOTES: " 11 I `PLATES. t. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE. 2. PROVIDE 2 x STUDS & BLOCKING AT ALL PLYWOOD JOINTS, UNLESS NOTED OTHERWISE. 3. EDGE NAIL PLYWOOD TO ALL 4x OR LARGER POST OR COLUMNS. 4. LONG DIRECTION OF -PLYWOOD SHEETS TO RUN PARALLEL TO STUDS, UNLESS AN ALTERNATE PROPOSAL IS SUBMITTED TO & APPROVED BY THE ARCHITECT. 5. REFER TO THE SHEAR WALL SCHEDULE IN THE DETAIL BOOK FOR ADDITIONAL NOTES, SHEAR WALL MAKE UP, AND ANCHOR BOLT SPACING. 6. WALL TYPE A MAY HAVE 2x MEMBER AT EDGE NAILING AND FOR SILL PLATES SHEAR NALL 00 stanford leonhard architects ❑ ❑ 73— 350 EI Poseo Palm Desert, Co. 92260 (760) 776— 8478 U 3.013 1 u 1 1 1 1 SL Vm L./B MIN D MIN U2 MAX MAX MAX x IryI 0 O I Q Ct MEMBER . HOLE z JOIST OR BEAM i O D•DEPTN OP JOIST OR BEAM .. O'•STUO MOTH L•CLIMAR SPAN 073 MAX NOTE, DO NOT NOT" OR DRILL SflAS AND .bis NMN XXLL ov LL D' OR D OP KWM NI r=P HOLES IN STUDS -JOISTS -BEAMS A (TYP.) 16d of 18" O.C. (TYP.) 20-16d EA. SIDE OF SPLICE of 2" O.C. MIN. SPACING STAGGER EA. SIDE OF PLATES. 4'-0" MIN. LAP �(TYP.) 2-2x TOP PLATES. STUD OR MULLION BELOW EA. SPLICE (M). TYPICAL DOUBLE TOP PLATE SPL I GE g 3.014 s ❑❑ stan�El leonhard archi�)7t7 ❑ ❑ 73-350o Polm Desert. Co. 92260 (6-8478 1 1 1 1 "is 1 1 1 11 1 1 i E fl "I? t f L S1 fl 11 HGT PER E.N. PLAN SHEATH PER SHEAR WALL TYPEAA FROM TOP PLATE TO TOP OF PARAPET. TYPICAL AT EXTERIOR B.N. 1 (3) 8d EA. END VERT. 2x8 BLOCK WITH E.N. 2x4 BLOCK WITH (3) Ibd EACH BLOCK E.N. *—� NO PLYWOOD JOINT E.N. \ / SHEAR WALL PER PLAN WHERE 3.BEAM PER PLAN X OCCURS. REFER TO FRAMING WHERE OCCURS / \ NOTES 14 8 21 ON SHEET 52.0 FRAMING DETAIL HGT PER PLAN E.N. 2x4 WALL AT Ib" O.G. B.N. H2.5 EACH STUD SHEATH PER SHEAR WALL TYPE QA FROM TOP PLATE TO TOP OF PARAPET. TYPICAL AT EXTERIOR 2x TRU55 WITH B.N. Ibd AT b" O.G. IOd AT b" O.G. E.N. E.N. SHEAR WALL PER PLAN WHERE OCCURS. REFER TO FRAMING 4- NOTES 14 8 21 ON SHEET 52.0 F RAM I NG DETAIL B SCALE I' -l' -O' 3.0 OO stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 1 1 hl 1 r� ll 1 e 1 t 11 1 0 Y D n t 1 t t BEAM PER PLAN 4 M5T45 STRAP BEAM SPLICE �— AT A.I 41111 fill M5T60 CENTER ON END OF WALL SHEAR WALL PLAN WHERE OCCURS FRAMING DETAIL BEAM PER PLAN Till 1111 1111 1111 lill M5T60 CENTER ON END OF WALL SHEAR WALL PER PLANS FRAMING DETAIL g SCALE 1'.I'-0' 3.3 ❑❑�73�C35 nford leonhard . architects ❑ ❑0 EI Poseo Polm Desert, co. 92260_ (760) 776-8478 I i S. I I I I I I I I I I i I 1 1 r i 1 1 1 1 FJ 1 'I HGT PER 2x BLOCK WITH PLAN (5) Ibd EA BLK B.N. 7==7 BEAM PER PLAN U212 HANGER 2x TRU55 AT 24" O.G. F RAM I NG DETAIL HUG68 INVERTED M5T48 FULLY NAIL F RAM I NG DETAIL B SCALE 3.6 ❑❑ stanfor.d leonhard architects ❑ ❑ 73-350 EI Poseo Palm Desert. Co. 92260 (760) 776-8478 1 1 1 1 .1 'I J HGT PER 2x PLATED BEARING SEAT FABRICATED IN TRUSS PLAN 2x BLOCK WITH (1) A35 EA BLOCK B.N. B.N. CONT FRAMING DETAIL A 2x BLOCK WITH 2x6 PLATES WITH (5) Ibd EA BLK Ibd AT b" O.G. B.N. BEAM PER PLAN I XL 2x10 AT _j 24" O.G. U210 HANGER FRAMING DETAIL B SCALE 1'-I•-0' 3.� ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 HGT PER 2x PLATED BEARING SEAT PLAN FABRICATED IN TRU55 2x BLOCK WITH (1) A35 EA BLOCK B.N. B.N. 1 2x4 STUDS AT IW O.G. 1� FRAMIN& DETAIL 2x4 STUDS AT 16" O.G. 2x6 PLATES WITH ' (2) Ibd AT Ibd AT 6" O.G. EACH 2x10 2x10 AT 24" O.G: 2x STUDS AT I6" O.G. FRAMING DETAIL B SCALE I'1' -O' 3.8 00 stanford leonhard architects El 0 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 1 1 1 1 1 1 1 1 1 1 1 1 1 1. HGT PER PLAN B.N. A55 AT EACH TRU55 2x4 WALL— (2) Ibd AT - EAGH TRU55 2x8 HORIZ BLOCK 2x TRU55ES AT 24,10.0. B.N. FRAMING DETAIL 2x PLATED BEARING SEAT FABRICATED IN TRU55 2x BLOCK B.N. 2x TRUSS AT 24" O.G. (3) Ibd AT EACH END VERT E.N. E.N. E.N. ❑O stanford leonhard architects ❑ ❑ 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 2x BLOCK WITH (3) Ibd AT EACH BLOCK SHEAR WALL PER PLAN A SCALE 1'.1'-0' 3.q 1 C] 1 1 11 1 1 t t BEAM PER PLAN B.N. t2x6 WITH 16d AT 4" O.G. 8'-O" —+k I„ FRAMING DETAIL 2x TRU55 AT 24" O.G. B.N. SHEAR BLOCK PER 5/3.15 E.N. SHEAR WALL PER PLAN FRAMING DETAIL B SCALE I' • I' -O' 3.10 OO stanford leonhard architects ❑ 0 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 AUG -03-2000 10:15 AM YOUNG ENGINEERING 760 342 6164 P,02 2x T4U55 AT 24" O.G. TRELLIS TRU55 E.N. U66 HANGER E.N. 4x6 1/4" 5L.OPE- TOP ANO FLAT BOTTOM PL'PWOOO SHEAR WALL PER PLAN- NO STUGGO SHEAR WALL OPTION U86IiAN61=R \\� A55 AT 24' O.G. FRAMING DETAIL B.N. 2x FILLER AT 16' O.G. A35 AT 24' O.G. BEAM Pl:R A PLAN Ey 9---I- —� A35F AT 24"�E N. SHEAR WALL PER O.G. AT 5.1 MA PLAN AT B.I FRAMING DETAIL 00 stonford leonhord architects Cl 0 73-350 El Po"o Potm Desert, _Co. 92260 (760) 776--8478 9C.ALS I--I•-W 0 J 1 u t 1 1 r� 1 1 t E.N. H2.5 EACH STUD B.N. SHEATH PER SHEAR WALL TYPEAA Ibd AT b" O.G. K' E.N. 10'- I ,. E.N. B.N. Ibd AT 6" O.G. BEAM PER PLAN FRAMING DETAIL HGT PER E.N. I PLAN CONNECTION PER DETAIL A/3.O B.N. B.N. 2xb BLOCK WITH (3) Ibd EA BLOCK 1 Ibd AT b" O.G. E.N. SHEAR WALL k'-- PER PLAN F RAM I NG DETAIL B SCALE 1'.1'-0• 3.12 OO stanford leonhard architects ❑ 11'73- 350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 Huu-u3-2000 10;16 AM YOUNG ENGINEERING 760 392 6169 P.03 1 1 1 1 1 t 1 t P 1 I 1 11 t 1 t I ' HGT PER PLAN E.N. (2) Ibd AT 3" O.G. B.N. E.N. SHEATH PER SHEAR WALL TYPEAA F RAM I NG DE TA I L BAY WIDTH W ..V^ VI 3/8" GDX WITH 8d AT PERIMETER FRAMING DETAIL B • SGALE I'.I'-O' OO stanford leonhard architects x'15 0 0 73-350 EI Poseo Palm Desert, Ca. 92260 (760) 776-8478 f ♦ f f f ♦ ♦ [/ + + + 1�1 W ..V^ VI 3/8" GDX WITH 8d AT PERIMETER FRAMING DETAIL B • SGALE I'.I'-O' OO stanford leonhard architects x'15 0 0 73-350 EI Poseo Palm Desert, Ca. 92260 (760) 776-8478 II BM per PLAN � MST36 ' FULLY NAIL ' SHEAR WALL per PLAN FRAMING DETAIL BEAM PER 2x4 BLOCK WITH PLAN U24 HANGER AT N EACH END ' m (2) I bd x ' U214 HANGER ON TRU55 1 - a ' U24 HANGER 2x4 BLOCK WITH U24 HANGER AT 2x4 AT 115" O.G.' EACH END F RAM I NG DETAIL g SCALE I'.1' -O- 3.16 O❑ stanford�leonhard rchitects 73-350 EI PoseDesert.260 (760) 776-8478 1 1 1 F 1 1 11 1 DOUBLE TRUSS (2xb BOTTOM CHORD) JA Ubb HANGERS (TYPICAL) 4xb BLOCK FLAT TOP, 9 BOTTOM FRAMING DETAIL L bxbxl/4 ANGLE WITH (3) 3/4"m M.B. COUNTER SINK AND PLUG WHERE EXPOSED. CONCEAL ANGLE IN FRAMING CAVITY dJ NOTE! NOTCH BEAM I" BEYOND PERPENDICULAR BEAM FOR SOFFIT SOFFIT PLASTER 61-15PER PLAN L GLB PER PLAN FRAMING DETAIL. g • SCALE 1'•I'-0' 3.17 ❑❑ stanford leonhard archi�)7t76�-8478�� ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260, (7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SHEAR BLOCK PER DEQ A35 AT EACH TI 8d AT E SHEATH WALL T' 2x6 AT FRAMING DETAIL ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert. Co. 92260 (760) 776-8478 SCALE I•.I' O' ,,II!II \Ilil�, 0 1 1 1 1 1 1 1 1 1 1 1 1 SHEAR BLOCKING PER L., a'M 'M (1) A35 EACH E SHEATf WALL 1 5 1/4" ) PARAL CONT. 2x8 BL (3) Ibd U214 W bx8 HE F RAM I NG DETAIL 00 stanford leonhard architects ❑ ❑ 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 SCALE 1'•1'-0• 155 U55 �illll��' 0 3.Iq 1 71 1 1 e I1 11 t e BEAM PER PLAN PER PLAN FRAMING DETAIL I IA SCALE I'•1' -O• ❑O stanford leonhard architects 3.21 ❑ ❑ 73-350 EI Paseo Polm Desert, Co. 92260 (760) 776-8478 1 1 1 1 1 (2) 16 AT 6 DELI TRU5! HGT PER Aff1 2x10 AT 16" O.G. RIPPED 1/4" PER FT FRAMING DETAIL ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Poseo Polm Desert, Co. 92260 (760) 776-8478 ,alll� `IIICi�' TEAM PER PLAN SCALE I' -l' -O' 0 3.22 (2) Ibd AT 6" O.G. HGT PER E.N. PLAN DKI B.N. E.N. 11 . (2)- Ibd ' • B.N. B.N. �iilill\ illU� 2x4 DROPS of 24" o% U24 MATCH COL. BEYOND FRAMING DETAIL ❑❑ Stanford leonhard architects ❑ ❑ 73-350 El Poseo Palm Desert, Co. 92260 (760) 776-8478 DBL 2x TRUSS �— AT 24" O.G. A55 AT 24" O.G. ;I E.N. Ibd AT b" O.G. B.N. E.N. 3/8" SHEATHING PER ,k-' SHEAR WALL TYPE A E.N. Ibd AT b" O.G. EACH PLATE STAGGERED BEAM PER PLAN E.N. SCALE 1'-1'-0' 0 3.23 (2) Ibd EACH DBL G.E. TRUSS 2x BLOCK SHEATH PER SHEAR WALL TYPE Q-� E.N. _ E.N. 11 . (2)- Ibd ' • B.N. B.N. �iilill\ illU� 2x4 DROPS of 24" o% U24 MATCH COL. BEYOND FRAMING DETAIL ❑❑ Stanford leonhard architects ❑ ❑ 73-350 El Poseo Palm Desert, Co. 92260 (760) 776-8478 DBL 2x TRUSS �— AT 24" O.G. A55 AT 24" O.G. ;I E.N. Ibd AT b" O.G. B.N. E.N. 3/8" SHEATHING PER ,k-' SHEAR WALL TYPE A E.N. Ibd AT b" O.G. EACH PLATE STAGGERED BEAM PER PLAN E.N. SCALE 1'-1'-0' 0 3.23 (2) Ibd EACH TRUSS 2x BLOCK 2x TRU 55 AT 24" O.G. E.N. 11 . (2)- Ibd ' • B.N. B.N. �iilill\ illU� 2x4 DROPS of 24" o% U24 MATCH COL. BEYOND FRAMING DETAIL ❑❑ Stanford leonhard architects ❑ ❑ 73-350 El Poseo Palm Desert, Co. 92260 (760) 776-8478 DBL 2x TRUSS �— AT 24" O.G. A55 AT 24" O.G. ;I E.N. Ibd AT b" O.G. B.N. E.N. 3/8" SHEATHING PER ,k-' SHEAR WALL TYPE A E.N. Ibd AT b" O.G. EACH PLATE STAGGERED BEAM PER PLAN E.N. SCALE 1'-1'-0' 0 3.23 1 BEAM PER PLAN . 2x BLOCK VV (5) 16d PER BLOCK B.N. 2x TRUSS AT 24" O.G. U214 HANGER I" F RAM I NCS DETAIL BEAM PER PLAN �I SEE FRAMING PLAN � I L, 5T6224 EACH SIDE STAGGERED &xb BEAM FRAMING DETAIL e - 3.24 ❑❑ stan�IP leo=,.r d architects ❑ ❑ 73-350o Polm co. 92260 (760) 776-8478 1 1 11 1 t 1 t HGT PER PLAN H2.5 EACH STUD B.N. 2x TRU55 AT 24" O.G. -� 2x4 BLOCK WITH DOUBLE TRELLIS BEAM PER U24 HANGER AT TRUSS PLAN EACH END 10.-1" (2) Ibd • U214 HANGER 2x4 AT Ib" O.0 U28-2 HANGER BEAM PER PLAN 8'-4" • U24 HANGER FRA I NG DETAIL 2x4 BLOCK WITH U24 HANGER AT EACH END FLAT TRU55 (2x(o CHORDS) U46 HANGER B.N. 4x6 SLOPING TRU55 --� 4x6 8'-I" U46 HANGER FRAMIN& DETAIL B SCALE 1' - 1'-O' ❑❑ stanford leonhard architects 3.25 ❑ 0 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 11 1 I 0 t 1 1' I I I I I I 1 1 1 1 FRAMING DETAIL ❑❑ stanford ' leonhard architects ❑ ❑ 73-350 EI, Poseo Palm Desert, Co. 92260 (760) 776-8478 5CALE 1'-I'-0' tx& BLOCK a/ (1) A35 E 3LOCK Ot b" O/C 0 3.21 1 1 r 1 9 1 t MST60 FULLY NAIL n II II II II BEAM PER PLAN . II LJ II II II POST PER PLAN FRAMING DETAIL 4,- MST60- FULLY NAIL llill Hill HII HII 1111 lill 111111 M! Hill 11111 BEA P05 SHE PER FRA MING DETAIL B SCALE I' -V -O' 3.28 ❑❑ stanford leonhord architects ❑ ❑ 73-350 EI Poseo Polm Desert. Co. 92260 (760) 776-8478 n II M PER PLAN T PER PLAN AR WALL PLAN II II U FRA MING DETAIL B SCALE I' -V -O' 3.28 ❑❑ stanford leonhord architects ❑ ❑ 73-350 EI Poseo Polm Desert. Co. 92260 (760) 776-8478 1 1 1 2xb PLATES WITH Ibd AT b" O.G. HGT PER PLAN E.N. (2) Ibd B.N. E.N. DBL G.E. TRU55 SHEATH PER SHEAR �— WALL TYPEAA E.N. FRAMING DETAIL �+ DBL B.N. DOUBLE DRAG TRUSS WITH B.N. FRAMING DETAIL B SCALE 1'•1'-O' 3.2q OD stanford 'leonhard architects ❑ ❑ 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 1 1 DBL DRAG TRU55 WITH B.N. FRA MIN& DETAIL ❑❑ stanford leonhard architects ❑ ❑ 73-350 EI Paseo Palm Desert, Co. 92260 (760) 776-8478 SCALE r.r-o- 0 3.30 1 t 1 C IL J fl 1� fl 1 t 1 1 1 t 1 1 1 1 1 1 1 1 1 BEAM PER PLAN B.N. 2x6 BLOCK WITH (3) B.N. Ibd PER BLOCK Ibd AT b" O.G. 2x TRUSS AT 24" O.C. U212 HANGER FRAMING DETAIL FA BEAM PER PLAN. 4,- M5T60 STAGGERED EA. SIDE L------------------------ � BEAM PER PLAN SHEAR LL POST PER PLAN PER PLAN FRAMING DETAIL B SCALE I'W-O' 3.34 ❑0 stanford leonhard architects �\.[E:30 73-350 EI Poseo Palm Desert, Co. 92260 (760) 776-8478 1 1 1 1 11 F1 t t i i, 1 1 11 1 1 1 1 C Elf-] 4 ROOFING DETAILS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . - G.E. SlLjcat�l�- c�,ULK vb M1�. rIbE'::z, cA,�T 1!;,(JILT-Ur F42�rIr�,- 7 SKYLIGHT 0 fYwn�::DIdo • - . f PILI' ��.s, �P� d/�FL� �tl LF7-4 � P�It� testi ROOF DRAIN 000 stanford leonha�rd architects kd ,d.. s1e 101 bermudo dura CO 92201 • (619) 360.4122 31 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PARAPET j'm cxT, o.IETZ, �2x siO�- 6'. HTS. �7� 1:1 Ix jt�NNO i'%Fid QA�T Tfr FCAI 4.OP S -fz f CANT STRIP - 0 El TRIP❑o stanford leonhard architects' ❑ 0 71-899 kilt zi, se 101 • bernxxdo dues. co 92201 • (619) 360-4172 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f tlll--iE�Itt� '�f=f:zT'� -/ ff.A1LT- UP (ter SEE DETAIL. FOR'* ADDITIONAL INFORMATION FASCIA I I' I A FLASHING �+Ji� uP f�7ff� an ❑a stanford leon 4.2 hard architects ❑ ❑ 77-899 wolf rd.. sle 101 • bermudO dam. co 92201 • (619) 2644122 1 1 1 1 1 ii MSCUPPER DESCRIPTION The MScupper is a pre -flashed metal through -wall roof drain designed for easy installation to aid in quick lateral removal of water. Built to accommodate a 4'/2" (114 mm) cant strip where the wall and roof deck intersect. Non -canted models are avail- able on a custom basis. Stock sizes are 3" (76 mm) x 2'/2" (64 mm) x 15" (38 cm) and 5" (127 mm) x 2'/2" (64 mm) x 15" (38 cm). Custom sizes are available upon request. MScuppers are flashed with an APP or SBS smooth surfaced membrane. Unflashed MScuppers are also available. Packaging: Two flashed or 10 unflashed per box. I Rev 07/96 RECOMMENDED USES Designed to accommodate through -wall draining. Prompt draining of water on the roof deck will help prevent prema- ture degradation of the roof membrane. In addition, ponding water adds weight and stress to the foundation and building structure. Scupper inserts are available for retrofit applications, thus eliminating the need for removal of existing scuppers and their waterproofing. ADVANTAGES Eliminates the need for special metal work. No messy primer needed and no clean up. Preflashing process insures excellent material adhesion to metal, even in hard to reach places. Helps eliminate call backs and labor costs. Quick and easy installation helps eliminate production delays. Orders are easy to place and are promptly processed thanks to our Central Order System toll free number 1-800-338-9975. For custom orders call: 1-800-42MWELD. World Wide Web: www.usintec.com E -Mail: mweld@usintec.com 700 Hwy. 365 PO Box 1288, Nederland, Texas 77627 1 1 1 1 1 1 1 1 1 1 i STANDARD MVENT DESCRIPTION A Standard MVent is a spun aluminum vent, pre -flashed with modified bitumen. Standard MVents are designed to waterproof vent pipes and other roofing protrusions. A single size MVent will fit many different size pipes. MVents come in two stock sizes, 5" (127 mm), 9" (22.9 mm). Custom 12" (30.5 cm) and 14" (35.5 cm) MVents are also available. MVents are flashed with either APP or SBS modified bitumen membranes, smooth or colored granule surfaces, to accommodate most built-up and modified bitumen roofing projects. Unflashed MVents are also available. Packaging: Five inch vents, 6 flashed or 50 unflashed perbox; nine inch vents, 5 flashed or 10 unflashed per box. RECOMMENDED USES Note: Not for use over active pipes that emit steam or excessive moisture vapor, condensation may occur. Follow manufacturer's instructions. Not for use over boiler, heater or furnace vent pipes. MVents can be used as a pipe cover to replace finger, and cap flashing on standard vent pipe details. MVents make a quick and effective repair for cracked, or leaky pipe flashing on existing roofs. Standard MVents serve well as a two-way breather vent, allowing ventilating current both inside and outside the roofing system. ADVANTAGES Factory assembly allows for a high degree of quality control over all roof flashing. Spun aluminum design eliminates seams and soldered joints. Saves time and labor expenses through ease of installation, and eliminates call backs. Stress cracks are eliminated because MVents attach to the field membrane, not to the pipe, thus allowing for pipe movement and expansion/contraction of membrane. Offers consistent, neat appearance on all penetrations. Orders are easy to place and are promptly processed thanks to our Central Order System toll free number 1-800-338-9975. For custom orders call: 1-800-42MWELD. ' World Wide Web: www.usintec.conz E -Mail: mweld@usintec.conz ' I 700 Hwy. 365 Rev 07/96 PO Box 1288, Nederland, Texas 77627 1 I 1 n 1 1 L STANDARD MVENT 211/2" Flashing 151/4" Alum. flange at vent base 5' O.D. Vent holes 12' Vent Flashing Fieldsheet Basesheet� Insulation Deck TECHNICAL DATA Vent Material Available: 0.064 Spun Aluminum Base 0.050 Aluminum Cap Flashing Material Available: APP Smooth APP Granulated SBS Smooth SBS Granulated Component Material: SBS MBoot (non -reinforced) INSTALLATION Install base sheet as specified, with base sheet fitted snugly against pipe. Choose appropriate Went material (APP flashing mate- rial when using heat welded membranes, SBS when using hot mop or cold adhesive applied membranes). On new construction and reroofing, stretch the hole in the center of the MBoot over the pipe or penetration and slide it down until it contacts the base sheet. This protects flames and asphalt from traveling down the pipe and into the insulation when installing the field sheet. Vent cap Vent pipe (maximum height 9") SBS Mboot (non -reinforced) For APP, smooth installation, heat the field sheet around the protrusion until it has a glossy sheen. For APP granu- lated installation, heat the surface until the granules start to sink into the molten compound. Next, heat the bottom of the membrane attached to the Went until it has a similar sheen. Install the Went over the pipe and place the two heated surfaces together. Carefully center the pipe in the center of the Went base. While torching, work the flashing with a trowel and torch until a'/4" (6 mm) to 9/8" (9 mm) bleedout occurs around the outside of the flashing. For SBS installation, spread hot asphalt or a SBS adhesive over the field sheet around the protrusion. The Went is placed over the pipe and seated in the asphalt or cold adhesive. The flashing should then be troweled for a bleedout, the same as with APP application. Ifrequired, sprinkle granules into the bleedout for a continu- ous granule appearance. Caps must be permanently attached to the vent base with the self -tapping sheet metal screws provided. COMMW203 'TWO (2) PLY INTEC FLEX SYSTEM/ NAILABLE DECK (BF -200-N) 9 11 Ultra Base or 4" End Lap Nailable Deck Approved Base Sheet Sheathing Paper (if required) Intec Flax 2" Lap, SBS Membrane - ------ + Nails m +— 18"—+ 4° Lap o, I ------------- m _ 12" 1 m + 6' End Lap 14° g. g" End Laps t*—*�* Staggered 5 +— 18°—+ 18" Apart (min. 19 �° Surfacing 1 Asphalt Figure 1 TWO (2) PLY INTEC FLEX SYSTEM/ LIGHTWEIGHT CONCRETE DECK (BF -200-N) Permavent +, .— 4" E ap Lig h ight Concrete or "inverted" Ultra Cap 2" Lap _ Intec Flex + + + SBS Membrane ails m +-18" I+ 4' Lap m c } m 6' End 14" End Laps } * 9- *� * Staggered b +— 18"—+ 18" Apart (min. 19 18' Su ing Asphalt Figure 2 55 GENERAL Refer to Section 4, Part 10. DO NOT BEGIN INSTALLATION UNTIL TEN YEAR LIMITED GUARANTEE SPECIFICATIONS 'Safety: THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. Specification Membrane Base Sheet MATERIALS BF4.5FR-2B-N Intec Flex FR 4.5 Approved Material Requirements per 100 sq. ft.: Asphalt (if applicable) ........... 25 Ib (1.2 kg/m� per ply BFG4-2B-N Intec Flex G4 Approved Base Sheet' ........................ 1 ply BF4.5FR-2P-LWC Intec Flex FR 4.5 Permavent Intec Flex Membrane2 ......... 1 ply BFG4-2P-LWC Intec Flex G4 Permavent Surfacing (if applicable) TWELVE YEAR LIMITED GUARANTEE SPECIFICATIONS ' Ultra Base, Bondable Base, Flex Base 30 (SBS), Flex Base 60 FR (SBS), Intec Modified Base Plus (SBS), Permavent or other U.S. Intec approved base Specification Membrane Base Sheet sheets. BF190-26-N Intec Flex 190 Approved z Intec Flex 190, Intec Flex 190 FR, Intec Flex M, Intec Flex 250 FR, Intec Flex BF190FR-2B-N Intec Flex 190 FR Approved FR 4.5, Intec Flex G4, Intec Flex Dual FR, Intec Flex S (must be surfaced). BFM-26-N Intec Flex M Approved APPLICATION (. BF250FR-2B-N Intec Flex 250 FR Approved Refer to Section 4 -General Requirements, and Section 5 -Installation Requirements. BF4.5FR-2FB30-N Intec Flex FR 4.5 Flex Base 30 'Base Sheet: Mechanically fasten one ply of base sheet over the deck. Lap BFG4-2FB30-N Intec Flex G4 Flex Base 30 sheets 2" (5 cm) on side laps and 4" (10 cm) on end laps. The first row of DUALFR-213-N Intec Flex Dual FR Approved fasteners (on the seam) will be 1'/2" (3.5 cm) from the leading edge and on 9" (23 cm) centers. Locate the second row of fasteners 14" (36 cm) from the leading G-BFS-2B-N Intec Flex S* Approved and on 18" (45 cm) centers. The third row of fasteners should be 26" BF190-2P-LWC Intec Flex 190 Permavent 'edge (66 cm) from the leading edge on 18" (45 cm) centers. The spacing for the BF190FR-2P-LWC Intec Flex 190 FR Permavent second and third rows should be staggered. Refer to Section 5, Part 6 - Fastening, Part 9, Item 9.02 - Mechanical Attachment of Base Sheets. BFM-2P-LWC Intec Flex M Permavent Note: Ultra Base may be used as a base sheet over newly poured lightweight, BF250FR-2P-LWC Intec Flex 250 FR Permavent cellular concrete and gypsum decks under certain conditions. Contact U.S. DUALFR-2P-LWC Intec Flex Dual FR Permavent Intec Technical Services Department 1-800-624-6832 for prior approval. G-BFS-2P-LWC Intec Flex S' Permavent Intec-Flex Membrane: Install over the base sheet, in a uniform mopping of hot applied at a rate of 25 Ib/square (1.2 kg/m�. Lap membrane 4" (10 cm) • Surface with flood coat and gravel or granules only, tasphalt on side laps and 6" (15 cm) on end laps. Refer to Section 5, Part 9, Item 9.05 never surface with roof coating. - Intec Flex SBS Membrane Application. For installation of Intec Flex Membrane Systems using Matrix SB Plus cold adhesive, refer to Section 5, Part 9, Item 9.08 - Cold Adhesive (eligible for 10 Year Guarantee only). Flashing and Accessories: Refer to Section 5, Part 10 - Flashing, and to the construction details in Section 9. 'Surfacing: Referto Section 5, Part 11 - Surfacing (Intec Flex S, do not surface with a roof coating). For additional information on this specification, guarantee requirements, etc., contact U.S. Intec Technical Services Hotline 1-800-624-6832. 55 Fire ' ShieldTM Fire Retardant Sol I Fire Shield Is Easy To a I I i IL Application Information: Designed as a pre-treatment, Fire SI solution is used prior to installation of tc applied modified bitumen membranes areas of the roof affected by the use o open flame. — Fire Shield Solution can be spray (Hudson ^: jr type), brush or roller applied to various roofing 4� components including wood decks and walls, roof insulation, cants and wood shakes. Apply the Fire Shield solution in sufficient quantities to completely saturate the roofing components to be treated, including areas of penetration. One gallon of Fire Shield solution covers approximately 200 to 400 square feet (0.4L covers 2 to 4 m2). Warnings and Cau0lons The use of Fire Shield solution WILL NOT SUPERCEDE OR SUBSTITUTE FOR STRICT COMPLIANCE WITH ALL APPLICABLE SAFETY PRACTICES. Application personnel must remain on the job site for a minimum of one (1) hour fire watch after completion of work during each day in which an open flame is used in order to inspect for any smoldering combustible materials. Always observe good safety practices. Fire Shield solution is not designed to be used on materials other than roofing surfaces and is not compatible with copper or brass. Review all warnings and precautions on the Fire Shield container label and strictly follow them when applying Fire Shield solution. The amount of coverage will vary depending on the density and thickness of the component to be treated. Failure to properly saturate the treatment area will adversely affect the temporary fire retardant properties provided by the Fire Shield solution. Application of flame over treated surface must be completed within 48 hours. If more than 48 hours elapses before the application of flame to the treated surface, reapply Fire Shield solution before the membrane installation or application of flame. Specifications Quantity Per Container: One Gallon Coverage Per Container: 200 - 400 sq. ft. (0.41- covers 2 to 4 meters2 Container Weight: 8.8 lbs. (Approx.) Storage/Handling: Do not freeze For Technical Information 800-624-6832 US 1 VTA EC 0 U.S. INTEC • 1361 Alps Road • Wayne, NJ 07470 • Customer Service 1-800-231-4631 1999 U.S. INTEC, Inc. Rev. 11/99 3973-1199-20M u Fire'' w.- - = -.TM t t r The Fire Shield Tm Advantage: Increases Safety- acts as a temporary fire retardant when combustible materials come in contact with a roofer's torch. Adds Value- achieve a UL Class A rating when used with U.S. INTEC Ultra Base base sheet and GBSP-4 FR surface membrane*. lu Ilk Flexible - can be used with any APP or SBS torch applied membrane system, and can be applied to a variety of roofing components. jSaves Time - comes pre -mixed for immediate use, and consistency of application. Convenient - packaged in one gallon plastic containers, simply spray, brush or roll on area to be treated. *Applied at a rate of '/4 to '/z gallons per 100 square feet ('/2' slope). AVAILABLE FROM vs www.usintec.com 5 DOOR SCHEDULE & DETAILS 1. All Glazing Within 18" of Finished Floor SHALL BE FULLY TEMPERED as per UBC 2406(4). 2. Dimensions Are Provided for BID PURPOSES ONLY. All Openings are to be FIELD MEASURED PRIOR TO FABRICATION. 3. All -hardware to be selected by Owner or his representative. 4. Provide and .install threshold and weatherstripping in finish to match door hardware. 5. Pocket doors to have flush pull by "Builders Brass" with concealed edge pull in door, or approved equal. 6: A 1 3/8" solid core or 20 minute rated door with closer at separation wall between garage and residence. UBC section 302.4 Ex. 3. 7. Shading devices specified, shall be installed as per Title -24 documentation. 8. See Floor Plan, HVAC Notes and Title -24 documentation for required U -values of all glazing. 9. See Title 24 Documentation for All Glazing Requirements. • Fleetwood 530T Low -E • All Sliding Glass Doors U Value=0.54, SC=0.55 Door. General Notes - Stanford leonhard bishop architects 5.01 73-350 el paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776.8477 1 1 1 1 1 1 1' 1 li 1. Jambs shall be 2x4 (typ) unless otherwise required by adjacent wall condition or noted. 2. Dimensions are provided for bid purposes only All openings are to be field measured prior to fabercation. 3. All hardware to be selected by'owner or his repsenitive. 4. Provide and install threshold and weatherstripping in finish to match door hardware. 5. Pocket doors to have pull by "Builders Brass" flush pull 1315 with.135 concealed edge pull. in door, or. approved equal G. _ALUMINUM Ft�AME: E:_LIC)INC� GLA -'::3S � �{IALL /1S r:)eTE-MHINe-r'2� F -Y THc � t11t�Mc�I i� or _P-{EIZE 24 cz�UM�N ATIoN. �T&'ILS <IowN ^I�� F� i Uct oNL`�- NOT ,, _. T DOOR GENERAL NOTES - A r. PAINTED. COVE . 110 stonford Leonhard architects 5.0 D 77-.81;9 %c* d- , • be„xdo dxm co 9MI.OM 360.4M 11e \ IO Size U val. Face Core Details Symbol w h Frame Glass Sill Jamb Jamb Head Type Remarks 1 9'-0" 8'-0" Door Garage 1 Insuated 2 16'-0" 8'-0" Door Garage 1 Insulated 3 3'-0" 8'-0" Metal 4 Single 4 3'-0" 8'-0" S.C. thshld. & w.s. 3 w/ self clsr. 1 5 8'-0" 8'-0" Bi -pass Dr. 8 6 3'-0" 8'-0" Metal -Louver 4 Single 7 3'-0" 8'-0" Metal -Louver 4 Single 8 3'-0" 8'-0" Masonite 3 Pocket 9 6'-0" 8'-0" Custom glass single pane 2 Pair 10 5'-0" 8'-0" Masonite 5 Pair 11 2'-6" 8'-0" ' Masonite 3 12 2'-6" 8'-0" Masonite 3 13 2'-6" 8'-0" Masonite 3 1 14 3'-0" 8'-0" Masonite 3 15 3'-0" 8'-0" Masonite 3 16 2'-6" 8'-0" Masonite 3 17 2'-6" 8'-0" Masonite 3 18 3'-0" 8'-0" Masonite 3 19 20 2'-6" 2'-6" 8'-0" 8'-0" Masonite Masonite 3 3 21 2'-6" 8'-0" Masonite 3 22 21-6i1 81-011 Masonite 3 23 21-611 81-011 Masonite 3 24 25 12'-0" 8'-0" 8'-0" 8'-0" SI. GI. Dr. SI. GI. Dr. 7 7 26 15'-0" 8'-0" SI. GI. Dr. 7 27 10'-0" 8'-0" SI. GI. Dr. 7 28 6'-0" 8'-0" SI. GI. Dr. 7 29 10'-0" 8'-0" SI. GI. Dr. 7 ' 30 8'-0" 8'-0" SI. GI. Dr. 7 31 3'-0" 8'-0" Masonite 3 ' 32 2'-6" 8'-0" Masonite 3 33 6'-0" 8'-0" Metal Louver 4 Pair Door Schedule q Fairway Homes by C.P.H. 1 5.1 i ME Stanford Leonhard Bishop Architects 11 I �J 1 oaoaooa❑ E1E11:10DE1E1❑ 00000000 O Overhead With edge sensor or light beam at jamb to reverse operator. I ID 1 Solid Core/ Masonite face/ Pocket II. Oench Door O Entry Door Custom -see schedule OHollowMetal O Solid Core/ w/ louver vents- Combustion Masonite face/ air provided: 144 sq in. per door 07 Sliding Glass Door Og Bi -Pass Door Alum.frame Door Types I 1A Stanford eon ar arc Itects 5'2 73-350 at paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 Specify 1-3/8" solid core or 20 -minute rated door with self - closer at separation wall between garage and residence. UBC Section 503(d) Ex. 3. ' Two means of egress are required from dwelling. - UBC Section 3303(a). Provide a minimum separation between two required exits of 1/2 the overall diagonal dimension of the area served. UBC Section 3303(c). Exit.doors shall be operable from the inside without the use of a key, special knowledge, or effort. UBC Section 3304(c). Revolving, sliding, and overhead doors shall not be used as ' required exits for areas having an occupant load of 10 or more_ UBC Section 3304(h). 1 1 r All glazing in hazardous locations as defined in UBC Section 5406(d) shall be tempered class, including: a. swinging and sliding doors b. shower and tub enclosures, including exterior glazing C. glazing within 24" of doors and within 6Q1' of walking surface d. glazing greater than 9 sq. ft. within 18" vertically or 36" horizontally of walking surface whose top edge is higher than 36" above the floor. Specify that all safety glazing shall conform to Part I of UBC Standard No. 54-2. Polished wire glass complying with Part II of UBC Standard No. 54-2 may be used in fire assemblies and in locations specified in UBC Section 5406(c) Items 6 and 7. UBC Section 540-6'(c). Specify glazing in doors, windows and panels forming shower and bathtub enclosures (within 5'-0" of the floor) shall be safety type per UBC Standard No. 54-2. Glass and glazing subject to human. impact shall comply with UBC 5406. GENERAL NOTES.. PAINTED CO E . M DCI stanford leonhard architects -5.01 a a 74-055 hwy 1 1 1 palm desert, co 92260 (619) 776-8478 " r' � � �■r r■ r r � r r r rr �r r r� �r �r �r <r _o rp El. • 3Z 1G y rn- 6 WINDOW SCHEDULE DET AILS 1. All Glazing Within 18" of Finished Floor SHALL BE FULLY TEMPERED as per UBC 2406(4). 2. Dimensions Are Provided for BID PURPOSES ONLY. All Openings are to be FIELD MEASURED PRIOR TO FABRICATION. 3. Shading devices specified shall be installed as per Title -24 docomentation . 4. See Title 24 Documentation for All Glazing Requirements. Fleetwood 530T Low -E • All Sliding Glass Doors U Value=0.54, SC=0.55 • Fleetwood 3303TI Low -E • All Glazing: All Fixed Glass U Value=0.45, SC=0.55 • Fleetwood 530T Low -E • All Sliding Glass Windows U Value=0.53, SC=0.55 • Fleetwood 4000-T Eclipse Low E • All casement windows U value=.70, SC=.48 WINDOW GENERAL NOTES Stanford leonhard bishop architects6'01 73-350 el paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 1 1 L 1-1 I Size IU val.l Face I Core I Details Symbol w h DUAL DOME ALUM. Frame Glass Sill jJambjJambj EE 10'-6" Head Type Remarks FF 5'-4" 3'-0" ALUM. GG 10'-0" 3'-0" ALUM. HH 5'-4" 3'-0" ALUM. A 13'-0" 2'-0" ALUM. 2 B 2'-8" 2'-8" None GL. BLK 1 8" Blk deleted - -V M. 2 .D 4'-0" 414" ALUM. 2 E 6'-0" 8'-0" ALUM. 2 F 1'-0" 8'-0" ALUM. 2 G 1'-0" 8'-0" ALUM. 2 H 4'-6" 8'-0" ALUM. 2 I 2'-0" 8'-0" ALUM. 1 8" Blk J 6'-8" 6'-8" None GL. BLK 2 K 6'-9" 2'-0" ALUM. 3 L 4'-0" 6'-8" None GL. BLK 1 8" Blk M 2'-8" 6'-8" None GL. BLK 1 8" Blk N 5'-4" 8'-0" ALUM. 2 O 5'-4" 8'-0" ALUM. 2 P 5'-0" 2'-0" ALUM. 3 Q 2'-0" 5'-4" None GL. BLK 1 8" Blk R 5'-6" '2'-0" ALUM. 3 S 4'-8" 8'-011_ ALUM. DUAL 2 Butt. Jt. T 1'-6" 8'-0" ALUM. DUAL 2 Butt. Jt. U 47/811 6'-8" None GL.BLK 1 90° Crnr Blk. by WECK V 2'-0" 5'-0" ALUM. 5 CASEMENT W 2'-0" 5'-0" ALUM. 5 CASEMENT Skylights AA 2'-0" 4'-0" BB 2'-0" 4'-0" CC4'-0" 4'-0" ALUM. DUAL DOME ALUM. DUAL DOME ALUM. DUAL DOME Window Schedule Sky Lt. Sky Lt. Sky Lt. Note: All sliding glass windows to have bug screens installed. Fairway Homes by C.P.H.MM �— Stanford Leonhard Bishop Architects U1, 6.0 Clerestory DD 11'-0" 3'-0" ALUM. EE 10'-6" 3'-0" ALUM. FF 5'-4" 3'-0" ALUM. GG 10'-0" 3'-0" ALUM. HH 5'-4" 3'-0" ALUM. Window Schedule Sky Lt. Sky Lt. Sky Lt. Note: All sliding glass windows to have bug screens installed. Fairway Homes by C.P.H.MM �— Stanford Leonhard Bishop Architects U1, 6.0 Z LL 1 1 1 1 1 i 1 1 1 1 Number I Room Walls I Ceiling Floor I Base 1 1 1 2 1 3 1 4 1 Matl. I Ht. I Remarks Painted Cove INN stanford leonhard architects 7.0 74-055 hwy 111 palm desert, ca. (619) 776-8478 tax (619) 776-8477 1 Foyer 9 16 21 21 21 21 41 8' 2 Great Room 9 16 21 21 21 21 41 13' .3 Kitchen 9 16 21 21 21 21 41 10' 4 Breakfast 9 16 21 21 21 21 41 8' 5 Hall 9 16 21 21 21 21 41 10' 6 Master Bedroom 9 16 21 21 21 21 41 10' 7 Master Bath 9 16 21 21 21 21 41 8'-9' 8 Closet 1 9 16 21 21 1 21 21 41 9' 9' Closet 2 9 16 21 21 21 21 41 8' 10 Bedroom 2 9' 16 21 21 21 21 41 10' 11 Bath 2 9 16 21 21 21 21 41 10' 12 Office 9 16 21 21 21 21 41 10' 13 Bath 3 9 16 21 21 21 21 41 8' 14 Powder 9 16 21 21 21 21 41 9' 15 Laundry 9 16 21 21 21 21 41 10' 16 Guest Room 9 16 21 .21 21 21 41 10' 17 Guest Bath 9 16 21 21 21 21 41 8' 18 Guest Closet 9 .16 21 21 21 21 41 s' 19 Mech 1 9 16 21 21 21 21 41 10' Type X 20 Mech 2 9 16 21 21 21 21 41 10' Type X 21 Mech 3 9 16 21 21 21 21 41 9' Type X 22 Garage 9 16 21 21 .21 21 41 9' Type X 'ON -TC' TRAT I HR.A!56eM `LY (aWAOC- Rip SHALL E& AS reK c)TL. 7.2 Finish Schedule q Painted Cove INN stanford leonhard architects 7.0 74-055 hwy 111 palm desert, ca. (619) 776-8478 tax (619) 776-8477 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLOOR 1. CONCRETE 2 SEALED CONCR� E 3. CARPET 4. TIi.E S. VINYL ,- BASE 10. COVE FLOORING 11. WOOD 12 PLASTIC LAMINATE 13. CERAMIC TILE 14. . NONE I& GRANITE /MARBLE WALLS 20. 112 GYPSUM BOARD '21.. 318' GYPSUM BOARD 22 TYPE -(' GYPSUM BOARD 23. FINISH SMOOTH FOR PANT 24. TEXTURE FOR PAINT 25.-. 5e 'GREEN BOARD' 26. EXTERIOR PIASTER 27. CERAMIC TILE 28. FINISH AND SEAL FOR WALLPAPER * IQ�6tN�-�� Uui�rCs7cri o(� �cbF LLs "i� � /Na - WA . NERt r f�>Ll= CEILING 40. 12' GYPSUM BOARD 41. 3/8' GYPSUM BOARD 42 TYPE'X' GYPSUM BOARD 43. ACCOUSTICAL SPRAY 44. WOOD SIDING 45. FINISH SMOOTH FOR PANT 6. WOOD 7.- PAVERS 8. GRANITE IMARBLE 9. TO 8E SELECTED 15Y OWNER / INTERIOR DESIGWR 16. TO BE SELECTED BY OWNER I (NTERIOR DESIGNER 29. GRANITE /MARBLE 30. STONE VENEER 31. W OOD PANELNG 32 TO BE SELECTED BY OWNER I INTERIOR DESIGNER 46. FINISH ANO SEALFOR WALLPAPER 47.. Lr- fi TEXTURE & PANT 48. 49. TO BE SELECTED BY OWNER / INTERIOR DESIGNER FINISHES - PAINTED COVE - 1:10 stanford leonhard architects ❑ ❑ 77-899 w --w d- s1e 101 • bwnucia duces co 922o1 • (6m 36o4122 o� tDrywall/Wood Framed Systems_ ...................................................................................................... ' Fire -rated Construction .................................................... Acoustical Performance Fire Detail & Physical Data Description & Test No. STC IIC Description System Rating & Test No. Reference 1 hr. finish rating 11' 1 Floor/ceiling or roof/ceiling—two layers 5/8" SHEETROCK Brand Gypsum Panels, FIRECODE Core, attached to wood framing—GA FC5406 or RC2601 0 11/2 hr. .. Resit ceiling—1-1/2 hr. sys with 2layers 1/2" SHEETROCK N/A Assembly not P and Brand Gypsum Panels, FIRECODE C core -1" nom wd sub & recommended when 2 hr. fin flr-2 x 10 wd joist 16" o.c.— RC -1 chan or equivalent sound control is a 13%2' I n I spaced 24" u.c. screw -aft over base layer panels—face major consideration U 1VI layer screw all to chan 12" o.c. joints iin—UL Des L510 —2 hr. sys. with 5/8" SHEETROCK Brand Gypsum Panels, FIRECODE C core—UL Des L511 ................ CI9. wt. 4/5 ......'................................. . 2 hr. floor/ceiling—floor of 8" x 8" ceramic tile, 1/2" DuROCK 60 52 RAL-TL89-141— 0 Brand exterior cement board, 1" SHEETROCK Brand Gypsum RAL-IN89-5 Liner Panels, 1/2" plywood -2 x 10 wd joist 16" o.c.— 58 51 Based on vinyl tile over °Tn n IrMnrT 3" THERMARBER SAFB--ceiling of 2 layers 5/8" oriented strand board13% ( 111111111 SHEETROCK Brand Gypsum Panels, FIRECODE C core, in place of ceramic rr rl't' VSJs1�u over RC -1 chan 16" o.c.—UL Des L541 tile and cement board —RAL-TL89-145 (53 MTC)—RAL-IN89-7 59 62 Based on carpet/pad over oriented strand board in place of ceramic tile and cement board —RAL-TL89-146 :..............................................................................................IN89- (54 MTC)—RAL - B ' ................................................ 2 hr. Floor/ceiling—floor of carpet/pad, 1-1/2" flooring, 59 69 RAL-TL90-40 R......... 1/2" plywood -2 x 10 wd joist 16" o.c.-3" 54 THERM MTC FIB R SAFByeil'mg of 2 layers 5/8" SHEETROCK 59 37 RAL-IN90-5 1nnTlil nM()nT Brand Gypsum Panels, FIRECODE C core, over RC -1 chan Based on vinyl tile in 13' i t j i l i l i l i i l i i I. i 1 i,i I I i i i 1 i 16" o.c.—UL Des L541 place of ii H i U{�jt it i RAL-TL90-40 (54 MTC)--RAL-IN90-6 Fire -rated Construction Acoustical Performance Fire Detail & Physical Data Description & Test No. STC IIC Description System Rating & Test No. Reference 1 hr. 5/8" SHEETROCK Brand Gypsum Panel, FIRECODE C core, N/A S pitched wood trusses of min. 2 x 4 lumber, any UL Class A. B or C roofing system—RC-1 channels or equivalent spaced 12" or 16" o.c.--gypsum panels attached with 1"Type S screws, joints finished—optional insulation directly over gypsum ceiling membrane—UL Des P522 n ) T) United States Gypsum Company SA924 12 7/2 Floor/Ceiling Assemblies. 1 Roof/Ceilin 9 Assemblies . Y r thermal insulation is shown in 'where assembly drawings; the specific product is required in the assembly to achieve the stated fire rating. Fiberglass insulation cannot be substituted for THERRVIBER Insulation. "Where RC -1 is referenced, use RC -1 Resilient Channels or equivalent. .................................................... Acoustical Performance Fire Detail & Physical Data Description & Test No. STC IIC Description System Rating & Test No. Reference 1 hr. finish rating 11' 1 Floor/ceiling or roof/ceiling—two layers 5/8" SHEETROCK Brand Gypsum Panels, FIRECODE Core, attached to wood framing—GA FC5406 or RC2601 0 11/2 hr. .. Resit ceiling—1-1/2 hr. sys with 2layers 1/2" SHEETROCK N/A Assembly not P and Brand Gypsum Panels, FIRECODE C core -1" nom wd sub & recommended when 2 hr. fin flr-2 x 10 wd joist 16" o.c.— RC -1 chan or equivalent sound control is a 13%2' I n I spaced 24" u.c. screw -aft over base layer panels—face major consideration U 1VI layer screw all to chan 12" o.c. joints iin—UL Des L510 —2 hr. sys. with 5/8" SHEETROCK Brand Gypsum Panels, FIRECODE C core—UL Des L511 ................ CI9. wt. 4/5 ......'................................. . 2 hr. floor/ceiling—floor of 8" x 8" ceramic tile, 1/2" DuROCK 60 52 RAL-TL89-141— 0 Brand exterior cement board, 1" SHEETROCK Brand Gypsum RAL-IN89-5 Liner Panels, 1/2" plywood -2 x 10 wd joist 16" o.c.— 58 51 Based on vinyl tile over °Tn n IrMnrT 3" THERMARBER SAFB--ceiling of 2 layers 5/8" oriented strand board13% ( 111111111 SHEETROCK Brand Gypsum Panels, FIRECODE C core, in place of ceramic rr rl't' VSJs1�u over RC -1 chan 16" o.c.—UL Des L541 tile and cement board —RAL-TL89-145 (53 MTC)—RAL-IN89-7 59 62 Based on carpet/pad over oriented strand board in place of ceramic tile and cement board —RAL-TL89-146 :..............................................................................................IN89- (54 MTC)—RAL - B ' ................................................ 2 hr. Floor/ceiling—floor of carpet/pad, 1-1/2" flooring, 59 69 RAL-TL90-40 R......... 1/2" plywood -2 x 10 wd joist 16" o.c.-3" 54 THERM MTC FIB R SAFByeil'mg of 2 layers 5/8" SHEETROCK 59 37 RAL-IN90-5 1nnTlil nM()nT Brand Gypsum Panels, FIRECODE C core, over RC -1 chan Based on vinyl tile in 13' i t j i l i l i l i i l i i I. i 1 i,i I I i i i 1 i 16" o.c.—UL Des L541 place of ii H i U{�jt it i RAL-TL90-40 (54 MTC)--RAL-IN90-6 Fire -rated Construction Acoustical Performance Fire Detail & Physical Data Description & Test No. STC IIC Description System Rating & Test No. Reference 1 hr. 5/8" SHEETROCK Brand Gypsum Panel, FIRECODE C core, N/A S pitched wood trusses of min. 2 x 4 lumber, any UL Class A. B or C roofing system—RC-1 channels or equivalent spaced 12" or 16" o.c.--gypsum panels attached with 1"Type S screws, joints finished—optional insulation directly over gypsum ceiling membrane—UL Des P522 n ) T) United States Gypsum Company SA924 12 7/2 � � � � r r � � � � � � � � � �� r .� ti . �. �_ 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 GRANITE -TOP/ .BASE CABINET. ALF I A GRANITE TOP/ BASE -CABINET oo stanford leonhard architects ❑ ❑ 77-899 wolf rd. sle 101 • beerrnxdo dunes ca 9M] • (6M 3644122 her I B 1 1 1 i 1 1 1 1 F 1 7 1 1 1 1 1 1 1 1 C --MU {0 UPPER. CABINET HEAD MLf I A �r11 q- LST F1X�JI� UPPER- CABINET .LIGHT VALANCE 0o stanford leonha-rd architects 0 ❑ TI -899 %%df Id- sle 101 • befnxKJO d X)es 00 92201 • (619) 360-4122 LIGHT VALANCE/ BASE CABINET o❑ stanford leonhard architects ❑ ❑ n -m war id. sl-- 101 • beirmdo dunes, ca 92201 • OM 3644122' 4 I ,THERMOSTAT RECESS m 0 FINISH -ELEVATION Ejo stanford leonho-rd architects 77-899 vdf id- s;e- 101 - bLft,,e& co 9MI - OM rn' TO �2 NH� 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 -.PLAN MEDICINE CABINET ELEVATION f� �R `NI t'��-L Cti� Pl-�WD�r^d� tt ee ja�t- E�;I V �� M,p f5�c MEDICINE CABINET p<=>daLE-- -�E,LL ❑o stanford leonhard architects ❑ ❑ 77-899 %,df rd. sle 101 • tetmL do dues. co 92201 • (619) 3644122 a� T: �e 1 1 1 1 1 1 GxG 1 laHd e<:>,'l,c �iELF .SHOWER ELEVATION El Stanford leonhard architects ❑ O n -M woU � � '01 • bernxzjo co 92201.OM 36o-4122 I1 8.5 JA r„&,x. M14.� D r LA SHOWER CURB,. 114211 B oo stanford leonha•rd architects 8.6. 0 ❑ 77-M war fc . sl-- 10 • besnx,do dL� CO 92201 • (619) 360-4122' 1 1 1 1 1 1 1 r i 1 1 1` 1 1 TUB PLATFORM rul TUB PLATFORM. lct vq Tina LZ M I RRCR C gEi2 M�-MITE f-r'-f4EL WPW, ALL PWM�`'','t MTt. l E`�fii rIFL.�� QX S`Tt1Ds�.��pa, 0o stanford leonhard architects ❑ 11 77-899 war rJ- she 101 •Bermuda dines. Co 92201 • OM 3644122 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLOOR. GRILLE AT --GLASS WALL LWIR Td-ra i WWI M 2y,- c_7-.uD CEiLR4G, JHLC� FLOOR GRILLE. AT,'INT.' OR -EXT. WALL Ejo stonford leonha*rd architects 0 El 77-M %,df rcL s►-_ 101 - bermudo d� co 9M] • ON) 360AM" Cfz tfulilL fz--R Lcce� F9 A LL FLOOR. GRILLE AT --GLASS WALL LWIR Td-ra i WWI M 2y,- c_7-.uD CEiLR4G, JHLC� FLOOR GRILLE. AT,'INT.' OR -EXT. WALL Ejo stonford leonha*rd architects 0 El 77-M %,df rcL s►-_ 101 - bermudo d� co 9M] • ON) 360AM" l 1 � ! / LI�2 i 1 j rbc LF-� cMILKY wHITF-> �42� .x 1�� 5; j ` 'aNc�t7 r�►°tM SKYLIGHT LENS - o❑ stanford leonhard architects O ❑ n-sPg war d.. sk-- -oi • b,- m c .co 92201 • (619) 36aarz2. Hi&.LF ! A B 8.9 1 1 1 1 1 1 1 1 1 1 1 1 F 1 1 1 1 INSTALLATION MORTAR: INSTALLATION DETAILS: Use normal masonry mortar consisting of 3 parts masonry sand and 1 part masonry cement (or Type S mortar). If no grout joints are used (stack/butt jointed) a latex or acrylic additive should be used to insure bond. NEW CONSTRUCTION PLYWOOD, DETAIL GYPSUM BOARD & METALS APPROVALS: International Conference of Building. 1.1 I I `` x 4 STUD ,� ' II PLYWOOD - Officials -Report N6.1842 I 1• I -' BUILDING PAPER l li{{ II WATERPROOF PAPER City of Los Angeles -No. 23185 METAL LATH 34 METAL LATH FHA -HUD -Materials Release No. 717A 1• SCRATCH COAT BROWN COAT �N •+ THIN FLAT SCRATCH COAT Southern Building Code Congress , ISI., Report No. 72119-76 I I � MORTAR � MORTAR Tests by independent laboratories have I: I ,( � II; Cif- I : �� CORONApO STONE OR BRICK , f ' alt CORONApO $TDNE OR BRICK )een performed on CORONADO wall 1�•1 ;�:iil .t veneers and floor tiles. Interior Alternate 1986 TCA Handbook #W243-86 im 8.10 El O sta nfo r d leonhard architects a 74-055 hwy 111 polm desert, co 92260 • (619) 776-8478 SBX BOX, RECESSED SAMPLE SPECIFICATION specify as: SOFTFORMS, Model /SBX+width, height 6 depth as manufactured by: Pittcon Industries, Inc. 6409 Rhode Island Avenue Riverdale, Maryland 20737 (301) 927-1000 The formed steel unit shall be 20 gauge sheaf metal and incorporate a continuous integral SOFTFORMS• fin for surface contact to conventionally installed gypsum drywall. The forted unit shall be electroplated with zinc primer resulting in a corrosive resistant surface compatiblewith plaster, joint compounds and interior finishes. Apply primers and paints as Per manufacture('s specifications. F EXAMPLE DETAIL I .L .. SPECIFY WIDTH 0 0 00 00 0 0 00 0 O O O SPECIFY O HEIGHT 2lf O O O FOOOOO O O O O O O PLAN f j SPECIFY DEPTHI L SECTION W, SBX BOX (RECESSED) NO SCALE PLAN & SECTION For use with conventional metal stud construction and th• or GPOw. The SBX may be specified in any dimension and is useful as a 61/z" SSI recessed "w'Chroorurol box. Fobs in the back plate can be empunched O O O to meet your requirements. Screws through the grooved (ns must always entage with metal (or wood) substructure to insure properI _ 0 _0 L m 0 installation, , INTERMEDIATE BLOCK FOR WIDER BOXES 17 r 71 1 MTL STUD TAPE & SPACKI F fie" OR s/e" el\ GPDW ` 3/e" PLYWOOD BACKUP BLOCKS IN PLACE OF STUDS BACK UP BLOCKS SBX (61/2 fix 41/a"x 2")+21/2" STUD WALL NO SCALE PERSPECTIVE SoMormse 011"lons are available in standard b^9t>u of B', 10' and 12', 3 �/,•_ All SOFTFORMSe extrusions are covered under U.S. Registered Patent No. 1.245,302. Additional design patents are pending for many of these extrusions. All other Details. Principles, Methods and Specifications are the exclusive property of Pincon Industries, � Inc. representatise For custom shapes, special sizes or further information, please contact our nearest SCoftf%C)rm ve.� "970R —x- ( W.0 ARO,rTECTUR.4 EIITRUsto:.s son oqv. / x-1 —/ •' n .. —.f n j'', t — ALl COwsTAUC7rOR 1 1 ':1 1 ri 1 1 i --------------- -\C- SII' SI! g;ff�;1� [,C AIL `N/ ---TT71 cl7`xL lel 6:T7 A B stanford • leonhard • bishop architects 73-350 el paseo suite 207 palm desert, ca. tel. (760) 776-8478 fax (760) 776-8477 F70 ❑❑ 9 .ELECTRICAL SCHE. u DULES y 1 1 1 i 1 1 1 1 1 1 1 1 1.' SET ALL CONVENIENCE OUTLETS HORIZONTAL ON SILL UNLESS NOTED OTHERWISE. 2. PROVIDE G.F.I. PROTECTION FOR ALL OUTLETS IN KITCHEN, BATHS, LAUNDRY, GARAGE AND EXTERIOR. 3. ALL OUTDOOR OUTLETS SHALL BE INSTALLED IN WEATHERPROOF BOXES. 4. ALL SMOKE DETECTORS, MUST BE HARDWIRED AND HAVE BATTERY BACK-UP. 5. ALL FIXTURES IN OR OVER TUB -SHOWER AREAS SHALL BE VAPORPROOF. 6. PRIOR TO SETTING ANY FIXTURES, BOXES, SPEAKERS, ETC. CONTRACTOR SHALL VERIFY LOCATIONS WITH ARCHITECT AND INTERIOR DESIGNER. 7. SEE LANDSCAPE AND SITE PLANS FOR ADDITIONAL ELECTRICAL WORK. PROVIDE POWER, PHOTOCELLS, TRANSFORMERS, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION OF ALL SYSTEMS. 8. VERIFY AND INSTALL POWER AS REQUIRED FOR H.V.A.C. AND POOL EQUIPMENT. 9. HOMERUN ALL TELEPHONE JACKS TO PULL BOX WITH MIN. 12 WIRE CABLE - VERIFY PRIOR TO INSTALLATION. 10. VERIFY TYPE AND FEATURES OF HOME SECURITY SYSTEM AND CONNECT AS REQUIRED. 11. PROVIDE GROUNDING PER N.E.C. ARTICLE 250. 12. VERIFY SERVICE EQUIPMENT SIZE TO INSURE INSTALLATION AS SHOWN ON PLANS. 13. ALL CIRCUITS SHALL BE CLEARLY IDENTIFIED AND MARKED ON CIRCUIT PANEL. 14. MECHANICAL VENTILATION SYSTEMS IN BATHROOMS, LAUNDRY ROOMS AND SIMILAR ROOMS SHALL PROVIDE FIVE AIR CHANGES PER HOUR DIRECTLY TO THE OUTSIDE. UBC SETION 1205(C). Electrical General Notes stanford leonhard bishop architects 73350 at Paseo suite 207 palm desert, ca. (Iso) 776-8478 fax (Iso) 776-8477 U 9.0 1 1 1 1 1 J I7 i� 1 " Note that smoke detector to be 110V powered with battery back-up. UBC 310.9.1.3. 310.9.1.4 Power source. In new construction, required smoke detectors shall receive their primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery backup. The detector shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than those required for over -current protection. Section 310.9.1.2. . Provide 110V powered smoke detector(s). Provide in each sleeping room and at centrally located point in the hallway. UBC 310.9.1.4. A receptacle outlet shall be installed at each island or peninsula counter top with a long dimension of 24 inches (610 mm) or greater and a short dimension of 12 inches (305 mm) or greater. Receptacle outlets to serve island or peninsula counter tops shall be installed above, or within 12 inches (305 mm) below the counter top. Receptacle outlets shall be installed so that no point along the centerline of the long dimension is more than 24 inches (610 mm), measured horizontally from a receptacle outlet in that space. A peninsular counter top is measured from the connecting edge. Bathrooms. In dwelling units, at least one wall receptacle outlet shall be installed in the bathroom adjacent to each basin location. See Section 210-8(a)(1). Counter top spaces separated by range tips, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacle outlets rendered not readily accessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Note to -provide one minimum separate 20 amp circuit to laundry appliances. NEC 220-4(c). Note to provide two minimum separate 20 amp circuits to kitchen appliances . NEC 220-4(b). Provide U.L. or I.A.P.M.O. listing for tub in Master Bath if it is a jacuzzi type tub. Electrical General Notes stanford leonhard bishop architects 73-350 all paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 l'I 9.01 �-. 110 V. mma,/, GmET GraoUNcDiHG Tyr-F, matt' "Z.+4!.' 110 GFaINC) F?JU L'j I TEFZ1T'T . ,i 110 V. '/::z SWITCHE?`7 j -2ZZO V. OUTLET TELEPHONE . Vicy-. N\ooNT '\S 114 01MEi UNLESS.NQT"tE�= : N Tl=- E s \,/^LL MTL-ET ' - - [6-93 3 WAY SNiTOiI O OGE-C)�LUoF--,T-= GEN j LIGHT 0.0 t cSSE>`7 INC�r'iPES�cNT LIGxi- LAN Yq:-,A= MT "' I ; .4 RECaSSED tiu�L W/tiSHE1`Z jo P-cR G'UiL=T W/ e covEg ' ( ISE- ee-[D LIGHT' • \// ,Q� ry C)OF sQ e&c)tKE bETECTOF- • 110V w/ E�^17 F,2,Y - r�cK • U j' . E>�ST F^N � VAJ�1;� 1-7C,OF w/ 6'C.I< Crl*M ice' To ml,;NGi 5 AIR O AI-4 3 f-E2 HR. AG RE-4�D. S� I26` -- --=� \k/^LL 13R/c1<ET LIGHT - — f� UOT<ESG>=NT TUF�E • LENGV ^S rE� M," ` PUSH SUTTON fQ T-r-.Emegc* C^e7LE CUTLZ ,\CUNT rer:7- 110 l ' ' 1NTE--rQc0/1?\ SST-c:^ Q "']LT. IH st'EV&Nr-� Q 1 ❑ VOLi.ImE COht"TROL soup Sur -f5A� ' LIGHT.. SGtUf�r✓ r¢CSSED 1MC� NPEscEtiT LIGHT . - ® LJGIg/FM `V/q oz, t L- I�L.E citiVl�}i Idt -VOLT LOW VOl_TNGE fzE..=SSEZD - SUC-F•Nk�NTEo Ftllo(keNT- Sc> r'�i�Ir SIZE. I.. • -�- � �1 F�°,GE • N�oHNTI'=b INC'-,aN D��T'i�i _ ELE&BICAL SYMBOLS - A- PAINTED-C VE . stanford leonhard architects_ D O 77-8W war &I-e 101 • bemx-da dues ca 9MI • c6M 360-4M 1 1 1 1 1 1 1 1-7L 1 1 n n 1 i _CNo..NE-HE-TrAL To .NFUTm,-,L:-bus - EAqb To xx j ) RnN G11Np .To 61Qol1ND. els :. . aVcI` r VC.. CoNPUIT w/.3 -.360'c tTr ->oI #a cam IN FT SERVICE SERVICE- & EQUIPT: GROUND q B 0o stanford I 9.3 eonhard architects ❑ ❑ n -M Ydf d- sle. 101 • bermudo dines. co 92201 • (619) 360-4122 FTEI El F-I 10 HVAC SCHEDU LES 1 1 1. Provide Night Set Back Thermostats to Each HVAC System. 2. HVAC Supply Plenums Shall be Externally Installed. 3. All Mechanical Equipment Shall be Securely Fastened in Place per. UMC 4. For duct insulation see Title 24 Calcs sheet CF-1 R Certificate of Compliance. 5. All equipment clearances shall be per manufacturer's listings and as per code requirements 6. See Architectural Details Section 8 for thermostat and floor grille details. i HVAC General Notes Q 10.0 MEE stanford leonhard architects 74-055 hwy 111 palm desert, ca. (619) 776-8478 fax (619) 776-8477 1 1 1 i 1 1 J 1 a w 1 � 1 c� � z 1 m 1 a 1 I 1 1 1 t i t r t 1. THE WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND THE DRAIN LINE SHALL EXTEND TO THE OUTSIDE PER UPC SECTION 1007(E). 2. ALL HOT WATER LINES CONNECTED TO A RECIRCULATLING PUMP SHALL BE FULLY INSULATED.THE FIRST 5 FEET OF NON -RECIRCULATING SYSTEMS SHALL BE INSULATED AT HOT AND COLD LINES. 3. PROVIDE PROTECTION FOR FAU AND WATER HEATER IN GARAGE FROM VEHICLE IMPACT. UMC 313.1. 4. A 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION IS REQUIRED. UPC 405.2. 5. THE WATER HEATER SHALL BE SECURELY FASTENED IN PLACE TO PREVENT HORIZONTAL DISPLACEMENT PER UPC SECTION 1310 AND UMC SECTION 504. 6. HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. 7. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR APPROVED DISPOSAL AREA. REFER TO UMC SECTION 510 AND SECTION 1205 FOR ADDITIONAL REQUIREMENTS FOR CONDENSATE DRAINAGE PIPING. 8. DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR BACK SIPHONAGE SHALL CONFORM TO UBC SECTION 1003. ALL HOSE BIBES SHALL BE PROVIDED WITH A BACKFLOW/ANT151PHON VALVE. 9. WHERE ANY 2" VENT RUNS HORIZONTALLY THROUGH WALL STUDS, THE MINIMUM STUD SIZE OF 2" X 6" SHALL BE USED FOR THAT PLUMBING WALL. 10. ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE PER UMC SECTION 504.. 1 1 . NOTE ON PLANS THAT THE MAXIMUM FLUSH VOLUMES AND FLOW RATES: 1 . Water closets: 1.6 gallons per flush (blowout type exempt) 2. Urinals: 1.0 gallons per flush 3. Shower heads: 2.5 gallons per minute 4. Faucets: 2.2 gallons per minute (sinks and lays) 12. FITTINGS MANUFACTURED ON OR AFTER MARCH 20, 1992, SHALL BE MARKED WITH THESE FLOW RATINGS AND CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. (STATE OF CALIFORNIA) 13. DETAIL OF PIPING PENETRATIONS OF CONCRETE OR MASONRY WALL OR FOOTING. DIRECT EMBEDMENT IS PROHIBITED. UPC SECTION 315. 14. FULLWAY VALVE IS REQUIRED ON THE DISCHARGE SIDE OF EACH METER, AT EACH BUILDING, AT EACH DWELLING UNIT. UPC SECTION LOO5(B). 15. METAL APPLIANCE CONNECTORS SHALL NOT EXCEED 3' IN LENGTH (6' FOR RANGE OR DRYER) AND SIZED AS PER UPC TABLE NO. 12-9. SHOW ACCESSIBLE APPLIANCE CONNECTOR VALVE AHEAD OF CONNECTOR. UPC SECTION 1214(A). Plumbing General Notes I I A or eon ar bishop architects 11 '0 73-350 el paseo suite 207 palm desert, ca. (760) 776-8478 fax (760) 776-8477 1 THE WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND THE DRAIN LINE SHALL EXTEND TO THE OUTSIDE PER UPC 2 THE WATER HEATER SHALL`BE SECURELY FASTENED IN PLACE TO PREVENT HORIZONTAL DISPLACEMENT PER UPC _ _" '..: AND UMC 3 HOT MOPPED SHOWER PANS SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE,FILLED WITH WATER FOR INSPECTION. 4 CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR APPROVED DISPOSAL AREA. DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW OR.BACK SIPHONAGE SHALL CONFORM TO UPC CTI^i ALL HOSE BIBBS SHALL BE PROVIDED WITH A BACKFLOW/ANTISIPHON VALVE. !.. WHERE ANY 2" VENT RUNS HORIZONTALLY THROUGH WALL STUDS, THE.MINIMUM STUD SIZE OF 2" X 6" SHALL BE USED FOR THAT PLUMBING WALL. 7 ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED 'IN PLACE PER UMC . PLU:MBINC,NOTES A 0 ASLAND oo stariford leonhard architects 0 0 n -M %%df Pd.. dha- 101- b, &rm co 9MI c61M 360-40 ®® i'Acorn' #8185 WASHING MACHINE -SHUT OFF VALVE IN RECESSED WALL BOX WITH HOT E COLD WATER HOSE SIBBS I _ 40' - a TRAP IN WALL i I 2' WASTE DOWN IN -WALL � FLOOR VI�AS.HINGNACHINE CONNECTION A 'WATTS' COMBINATION PRESSURE,CLASS 'B' DOUBLE WALL FLUE TEMPERATURE RELIEF VALVE�THRU ROOF WITH APPROVED FLUE CAP 1 IMMERSION -.TYPE AOUASTAT AT - i 141NIMUM 4'-0' FROM CIRCULATING PUMP • .GATE VALVE (TYPICAL)_ --UNION_(TYPICAL) 'RUN RELIEF GRAIN TO, W e ' .FLOOR SINK MCP h1/4' WOE a GA. EARTHOUAKE 'STRAP _BOLTED,TO WALL: . CHECK VALVE SECURELY ANCHOR -EACH LEG TO -FLOOR -WITH 3/8' ANCHOR- - !.BOLTS i SHIELD$ INTO CONCRETE ,. •- • 3/4' DRAIN i -WATER -HEATER DETAIL'.g � ' - • - • . : •:11.1 oo stanford leonhard architects as 77-M%dfrc.sk--101 • &rmcbMo, . (61M36OL4 rn 1 1 1� 1 u ESCUTCHEON TYPICAL AT. ALL PIPING THRU-FLOOR ' 4 t - HIGH MELT PITCH ♦ P - ' ' - 'PIPE n D 9 o n v- e `O OAKUM (PACK TIGHT BETWEEFL 10GA. METAL SLEEVE' PIPE AND SLEEVEY PIPE THRU FLOOR DETAIL IA B 0o Stanford leonha•rd architects 11.2 1:10 n -M vldr la- sle �Ci • berrrxxio cines Co 9M] • (6M Wbaam aS E i&.�.JIJJLxi JOU ,�Sft;; 01 Ulf, £:fln-1 'Asi+ s` 'C i �2 '*`3'""✓2'r.� l�H'�;i��''l'&3��'`�r'r„,.%s?",fj 3, H53i!� 5 0 Version Va ' � .. '�i '-ZF'✓.' Z„��.i b � � TM �t�a H535� 60 VersroniRH' Whirl 4. �z r y AVna 'IS6.0 VersioIf, [HAAkb n, F,.,..�§. � .�.. i. n.sP' M.`�i.•YC"�..�x. ., ria roii,s c:'^.: �.., .sF. �.� 9`.3t1%1:".C.e�".3.3vv". >.�✓s ' ' fk'ex"�.+.f<w Outer: M S 11.3 Bath of 11.3 Ordering Information Product Information • Product (ode: Aleno 5.0 Right Hand drain, left Hand Pump LocationH531 - '. Alena 5.0 Left Hand Drain, Right Hand Pump Location - Aleno 6.0 Right Hand drain, left Hand Pump Location 19534- Alena 6.0 Leh Hand Drain, Right Hand Pump Location • Accessories / Hardware: HT( Jet Trim Kit: #D095 BMH Jet Trim Kit: #1689 Aleno 5.0 Drain/Overflow Cutout Total Weight Operating Product Skirt Dimensions Dimensions Floor loading Gallonage Weight Mounting 60" 0 524mm) L 151/8" (384mm) A 58"x34" 633 Ib. (281kg) 35/48 83 Ib. Not 36" (914mm) W 9" (229mm) B 42 Ib/sq. ft. U.S. Gal. (38kg) Available 191/4" (489mm) H (205kg/sq. m.) (133/182 tires) Alena 6.0 Drain/Overflow Cutout Total Weight Operating Product Skirt Dimensions Dimensions Floor loading Gallonage Weight Mounting 12" 0829mm) L 145/8" (312mm) A N/A 155 Ib. (342kg) 50/62. 108 Ib. Integral 36" (914mm) W 93/8" (238mm) B 43 Ib/sq. ft. U.S. Gal. (48kg) 19" (483mm) H (210kg/sq. m.) (189/235 litres) • Trim Kit Finishes Available: (827) — Chrome (898) — Brushed (hrome (829)—;; Bright Bross Required Electrical Service • 115 VAC, 15 AMP. 60 Hz Requires Dedicated Separate Circuit • Whirlpool Motor Pump: 115VAC, 3450 RPM/] DAMP, 60 Hz. Single Phase TOP VCE1N I IfJ) 'VI 1Af' ENb VIEW DRAI[dPOsilEF%MU4!/ .............................................................................................:...................................................................................................................................................................... ,Visit our website at w w w. j o e u z z i. to m for additional product selections 11.4 TITLE 24 INSTALLATION COMPLIANCE 'FORMS 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 I TITLE 24 REPORT I P] 41 Title 24 Report for: THE CLARK RESIDENCE 78-800 Lima Street La Quinta„ Ca. 92253 Project Designer: MINISTRELLI CONSTRUCTION 74-785 Hwy. 111 Indian Wells„ Ca. 92210 (760) 776-4450 Report Prepared By: R Krown CEA 98-93-204 KROWN MECHANICAL DESIGN P.O. BOX 621 RANCHO MIRAGE, CA 92270-0621 (760) 770-0044:_. C®#'tlfIed morg A- 1 A F. Krmm r r NR Go'so- o r�I ZV 7-': RW4 FCA®EC Job Number: .00061 Date: 8/7/00 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report.. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnergvPro 2.1 By EneravSofl i„ti nj—ke.• nnnci I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist 7 Form C -2R Computer Method Summary 8 Form ENV -3 Proposed Construction Assembly 13 Form CF -6R Installation Certificate 15 HVAC System Heating and Cooling Loads Summary 22 e EnergyPro 2.1 By EnergySofl Job Number: 00061 User Number: 2366 1 1 1 1 t 1 t t 11 1 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R THE CLARK RESIDENCE_ _ 8/7/00 Project Title Date 78-800 Lima Street La Quinta _ -- Project Address Building Permit # KROWN MECHANICAL DESIGN (760) 770-0044 Plan Check I Date Documentation Author Telephone Computer Performance 15 I Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: _ 3,917 ft2 Total Conditioned Slab Area: 3rqJJ fe Building Type: (check one or more) e 0 Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg_ Floor Construction Type: n Slab Floor Number of Dwelling Units: _ 1.00 Number of Stories: 1 ❑ Raised Floor Component Type Frame Type Const. Assembly U -Value Location/Comments (attic, garage, typical, etc.) Slab On Grade _- n/a 0.756 _ Covered Slab w/R-0.0 Perimeter Insulation Slab On Grade - - - _ n/a 0.756 --- - Exposed_Slab w/R-0,0_Perimeter Insulation - __.._.._.. _.__... ......... Built-up/Air/R-08/Gyp (Truss) Wood 0.026 __... Exterior Roof i R-21 Wall (Vi1.21.2x6.16) Wood 0.059 Exterior Wall R-21 Partition Wood 0.057 Exterior Wall Solid Wood Door Wood 0.387 Exterior Door j I I FENESTRATION 0.99 0.60 Shadin Devices Type Orientation Area (SF) Labeled Fenestration U -Value SHGC 9 Interior Exterior (roller blind etc) (shadescreen, etc.) Overhang Side Fins Yes / No Yes / No S_yc light 32.0 0.80 0.57 None Nonei IX I F7 ;-X' Front (South) 113.0 0.49 0.52 Drapery Buq Screen I X1 ❑ ❑ iX Front (South) 48.0 0.99 0.60 Drapery Bug Screen 0 01 1:1Left (Vilest) 83.5 0.49 0.52 Draper_- Buq Screen X❑ ❑ EJLeft(Vilest) EXI 208.0 0.65 0.52 Drapery _ Bug Screen iX lI 1:1 El IXC j Rear (North) 184.6 0.49 0.52 Drapery Buq Screen `I] ❑ EI 7 Rear (North) 80.0 0.65 0.52 Drapery _ Bug Screen LX I iI ❑ �X � i Right (East) 12.0 0.49 0.52 Drapery Buq Screen [X] ❑ ❑EXI Right (East) 154.0 0.66 0.52 Drapery Bug Screen X❑ ❑ ❑ I Front (South) 120.0 0.65 0.52 Drapery Bug Screen 0 ❑ ❑ iX ii Rear (North) 56.1 0.57 0.63Drapefy Bug Screen ❑ X ❑ ox Rear (North) 13.5 0.49 0.52 Drapery -Bug Screen _ ( ] `X 1 _ � EX i Run Initiation Time: 08/07/00 07:33:29 Run Code: 965633609 �EnergyPro 2.1 By EnergySoft User Number 2366 _ Job Number: 00061 Page:3 of 25 1 1 1 t 1 t 1 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R THE CLARK RESIDENCE_ _ 8/7/00 _ Project Title Date 78-800 Lima Street La Quinta ------ Project Address Building Permit # KROWN MECHANICAL DESIGN (760) 770-0044 Plan Check / Date Documentation Author Telephone Computer Performance _ 15 Field Check Tate Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 3,917 fl Total Conditioned Slab Area: 3.,�1.7_tt2 Building Type: (check one or more) X❑ Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (South) 180 deg_ Floor Construction Type: Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) FENESTRATION ChnAinn nn%.; e. Type Orientation Area Labeled Fenestration Interior Exterior Overhang Side Fins SF U -Value SHGC (roller blind, etc.) (shadescreen, etc.) Yes / No Yes / No i Rear (North) 30.0 0.70 0.48 Drapery _ Bug Screen I ix! 77 Right (East) 11.0 0.70 0.48 _____Drapery_ Bug Screen ❑ '_. `L i Front (South) 26.0 0.49 0.52 Dra BuScreen x❑ ❑ le Left (West) 7.1 0.57 0.63 Drapery Bug Screen ❑ ❑ G ❑ ❑ ❑ ❑. 11 r] ❑❑ 11 El ❑❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ El 1:1 1:1 El 1:1 El El 1:1 Run Initiation Time: 08/07/00 07:33:29 Run Code: 966633609 EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Page:4 of 25 i 1 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R THE CLARK RESIDENCE 8/7/00 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Heating Equipment Minimum Distribution Type and Duct or Energy Facts 1 or Recovery Standby Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments (ventral Furnace 80% AFUE _DUCts_jrLAttic 42 _____SetbaCk_ LllUlYG2QNE_ Central Eu race 80%AFUE Ducts in Attic 4 Setback_ MAASIER-S111TF Central Furnace 80% AFUE D=1_s in Attic 42_ _ Setbgg-k BEDROOMS 2 & 3 REMARKS C.entral-Eutnace 80% AFUE D -U -Cls in Attic 4.2 Setback GUEST ROOM Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12 1 SEER Ductsin Attic _4.2_ _Setbacti__ LIILW.GZONE Split Air Conditioner -J7 4_SEER Ducts.in Attic 2_ Setback_ MASIER_SU1TF Split Air Conditioner 12,4 SF ER Dins in Attic 4.2_ S�tbacl�_ B.EDR001v1.S2& 3 8VXAiLQmdikQner -.2 5 SEER DuctsjngthC 4-2_ Setback QILES1-6-0-0M 11 1 �II ^(1 R01 IARIPC CTAVGRfirwP This certificate of compliance lists the building featdres and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code or Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: MINISTRELLI CONSTRUCTION Address: 74-785 Hwv. 111 Indian Wells, Ca. 92210 Telepho50 ne: 760 776-44 Lic. #: -Da (signa re) - (date) Enfo cement Agency Name: Title/Firm: Address: Telephone: 2.1 User Number: 2366 Name: R Krown CEA 98-93-204 Title/Firm: KROWN MECHANICAL DESIGN Address: P.o. Box 621 RANCHO MIRAGE, CA 922704)621 _ Telep j. e: (76D.) 770.0044 �1/Lr n 9///670 i ature) (date)- 2.1 ate Job Number: 00061 (date) Page:5 of 25 WATER HEATING SYSTEMS Rated 1 Tank Water Heater Water Heater Distribution # in Input Cap. Energy Facts 1 or Recovery Standby External Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value ' AM RI •AN 62 -MT -97-4N_ -Small-Gas— RecircMme+Te_mo 1_ X7.000 _--75 — O5L_ n/.a_ AMERICAN G62 -50T35 -3N Small Gas Recircrrime+Temp 1 35.000 50 0.60 n/a n/a 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. ' For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS 11 1 �II ^(1 R01 IARIPC CTAVGRfirwP This certificate of compliance lists the building featdres and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code or Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: MINISTRELLI CONSTRUCTION Address: 74-785 Hwv. 111 Indian Wells, Ca. 92210 Telepho50 ne: 760 776-44 Lic. #: -Da (signa re) - (date) Enfo cement Agency Name: Title/Firm: Address: Telephone: 2.1 User Number: 2366 Name: R Krown CEA 98-93-204 Title/Firm: KROWN MECHANICAL DESIGN Address: P.o. Box 621 RANCHO MIRAGE, CA 922704)621 _ Telep j. e: (76D.) 770.0044 �1/Lr n 9///670 i ature) (date)- 2.1 ate Job Number: 00061 (date) Page:5 of 25 A 1 1 11 t 11 1 Certificate of Compliance: Residential (Addendum) CF -1 R THE CLARK RESIDENCE _ 8/7/00 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. - 'The DHW System "AMERICAN G62 -75T57 -4N" Energy Factor = 0.510. An EF below 0.58 requires an R-12 External Blanket. The HVAC System "LIVING ZONE" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas.L— HIGH MASS Design(see C -2R) - Verify Thermal Mass: 399 sqft Covered Slab Floor, 3.50" thick at Living/Kit/Dine. Etc. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1595 sqft Exposed Slab Floor, 3.50" thick at Living/Kil/Dine. Etc, The HVAC System "MASTER SUITE" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. j HIGH MASS Design(see C -21R) - Verify Thermal Mass: 799 sqft Covered Slab Floor, 3.50" thick at Master Suite The HVAC System "BEDROOMS 2 & X must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. _�— HIGH MASS Design(see C -2R) - Verify Thermal Mass: 718 sqft Covered Slab Floor, 3.50" thick at Bed/Bath 2 & 3 The HVAC System "GUEST ROOM" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. i HIGH MASS Design(see C -2R) - Verify Thermal Mass: 406 sqft Covered Slab Floor, 3.50" thick at Guest Bed/Bath i HERS Required Verification e These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS r 11— V=1111 OKIVIF alio oiaynostrc testing or mese measures on a form cr-bK. Plan I Field ; I i • I I ' i i i I I I i • i Run Initiation Time: 08/07/00 07.33.29 Run Code: 965633609 EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number 00061 Page:6 of 25 ' Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component specifications. ' DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER iENFORCEMENI Building Envelope Measures 1 t h I� 1 150(a): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. 150(b): Loose fill insulation manufacturer's labeled R -value. *§150(c): Minimum R-13 wall insulation in framed walls or equivalent U -value (does not apply to exterior mass walls). 4150(d): Minimum R-13 raised floor insulation in wood framed floors. § 150(1): Slab edge insulation - water absorption rate < 0.3%, water vapor transmission rate < 2.0 permfinch. e §118: Insulation specked or installed meets quality, standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiftration/Exriltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products labeled with certified U -value, SHGC, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed. ace Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation, piping between heat source and tank insulated. 3.Insulation on the first 5' of pipes closest to water heater tank, non -recirculating systems (R-4 or greater), buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. §150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICSO 1997 UMC sections 601 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181S, or UL1818 and other applicable specified test for longevity given in 150(m). 2. Exhaust fans systems have back draft or automatic dampers. 3. Gravity ventilating systems servng conditioned space have either automatic or readily accessible, manually operated dampers. U§114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no pilot or electric resistance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. -[X] §115: Central Furnaces, pool heaters, spa heaters or household cooking appliances have no constant pilot light. Lighting Measures §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in 150(k)2.; and recessed ceiling are IC (insulation cover) approved. jEnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Page:7 of 25 1 1 1 1 1 1 u 1 1 1 L r-� Computer Method Summary (Part 1 of 3) C -2R e THF Cl ARK RFS[ EptG-F 81_7L00 - Project Title Date 78-800 l ima Street I a Quitlta __ ------ -----i Project Address Building Permit # -' KROWN MFCHANICAI DESIGN (760) 770-004_4 Plan Check/Date Documentation Author Telephone (',omfllLer Performatice 15 Field Check/Date Compl ance Method (Package or Computer) Climate Zone -- ------- Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 4.30 5.94 Space Cooling 40.16 33.13 Domestic Hot Water 7.27 8.77 Totals 51.73 47.84 BUIL IWI GENERAL INFORMATION Conditioned Floor Area: 3,917 Building Type: Single Fam Detached Building Front Orientation: (South) 180 deg Number of Dwelling Units: 1.00 Number of Stories: 1 BUILDING ZONE INFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Act. Type Area U -Val. Azm. Tilt Rnof- 1978, -p 026_ - 0 _Q Wall 35a 0069 980- _9D Wall ___1a4. _0.059_ _27.0.. -90. Wall_- ___156 _0_059. -0--9.0- W;111 -90- W;111 1.04 9A)59 90. -9Q Wall- 409 0-057 D_ -90_ Door 24. -0-387 0. 90_ Roof_ Zai ---0-026 0_ 0 Wall- 98 -0 0,99 9W0- -9.0_ Wall- 253 -0-059. 9-9) Wall 90_ Wall- _196 -0-059 0 9Q Call_ 75 _0-0.59 90 90- Wall- 8n 0057 _0_ -90- Rooi- 718 9.Q26 -0 0. Wall 1.5 0059 -1fl(L -g0 Wall 27 _9.0,99 -270_ -90_ Wall 2 _0-059 _D. -90_ Wall- 249 --0-059 -90- -90 Roof 406 --JI026_ 0 Q Wall- 201 0-059 -180_ 90- Wall 124 0-059 270_ _90- Wales 1-58_ _ .0.59 0 Wall- 30- _0.059 -90 _90- 10- alL 198 _0.1157 -180_ -90 nnnr n __0_38Z 18Q 90 2.1 71x9 718 4(16 Solar Gains Y/N -1.65 7.03 -1.49 3.89 Floor Construction Type: !XII Slab Floor EJ Raised Floor Total Conditioned Volume: 41,164 ❑ BsliltyplAir/R3BLGy-pJIwssa Slab Floor Area: 3,917 ❑ # of Thermostat Vent Units Zone Type Type Hgt. Area -051 1 lying I iyinySlat _2 ----o/,a -020_ Sleeping Sleepmg,Stat _2 n1a _0_.1-8_ _Sleeping Sleeping.StaL -_2 -n/.a 010- ---Sleeping- _S1eepingStaL_ 2 -_n/a Form 3 Reference I ❑ BsliltyplAir/R3BLGy-pJIwssa IN ❑ R2.LVVa11_(W_2L2x6_.16)i_-- I (� ❑ ❑ ❑ ❑ ® .R72-Wa11_(W-21.2x6J_6) __.-___ R=21 Wall_(UV_21_ar6..]_6)_.- Ral-WatL(1N..21.-2x6_1.6) R21_2artition ®❑ �� ®❑ ❑ SRlidWood_Qom- B_ujlL-upLAid-LZ�BLGyR(Tiuss) R2LM& 2x6 16) �� ❑ .B2UN.alL(1N2L2x6.16) A❑ .R-21 Wal1_(W_.212(6J6) A ❑ R2] WaIL M2L2)(616) ❑ I I ❑ ❑ RR21Y_a�itiQn_ B.uilt_upLAirl&38/_G_yp.(Iruss) R21_VYaIL0N_21_a6.16) - I ❑ 52LWa11_(1N21_as6J_6) IN RM- _W_all (1/1(21 2x6 16) ®❑ R2UNa1l_(1N_21.2c616) i� (� A ❑ ❑ ❑ B.ui1L-uplAirlR=38LGyp_(Iru.ssL- R21_1Nall_(VV_2]_Zx616�._ _ R2L1NalLpllC2].Zx6�6) B-2L1N.a1L(1LU_2]2rfi.]_6) ❑ ® R-21 Partition IN Solid_Lood_Door ❑ ❑❑❑- Location / Comments Emrnl_=--tA & 18 _Eurn/CU_1A&.18_----._.--.._-.----.--.----- _Eurn/.C_U_1A_&_1B_- Eurn/C.U_-J A_&_J_R--_------ EurnLC11JA.&AB _ - Eurn/_CU_].A_&JB __ EurnLC.0-2 - FyrnLC.0-2 Euin/C1L2_ F_urnLC11-2 ___ - EurnLC_U-2 _. ._--_- EumLCU-2 _- .EurnLC11L3 --- -EurnLCU_3 _Eum/C1-3 _ _EumLCIL3 _Earn/Cll-3 _Eum1C_LL-4 _ __ Eur-nlCU-1 _.--------__-- .EurNCU_4--------.._...-- --- ----- Eum/.CUA-_ _ EumLC11-4 -- EuuILCU-4 - Initiation Time: 08/07/00 07:33:29_ _ Run Code: 9656.33.609__ User Number: 2366 Job Number: 00061 Paae:8 of 25 ' Computer Method Summary (Part 2 of 3) C -2R THE CLARK RESIDENCE- _ _8/7/00 _- Project Title Date 1 1 1 Ll 1 FENESTRATION SURFACES 2.1 User Number: 2366 Job Number: 00061 11r4a . U -Value Act. Glazing Type Location/ # Type Area SHGC Azm. Tilt Comments L Skylight Rear (NndW 16 r) neon n 57 n _� Bnsto1Ae Slcy VAs.BtoDze _ Furn/C.U-1 A &1B 2 Window Front (South) 48.0 0.490 -0.52 18 0 90 Fleetwood 250r3000 Lo E Brz Furn/CU-1A & 1B 3 Window Front (South) 8.0 0.490 0.52 180 90 Fleetwood 250/3000 Lo E Brz Furn/CU-1A & 1 B 4 Window Front (South) 8.0 0.490 0.52 180 90 Fleetwood 250/3000 Lo E Brz Furn/CU-1A & 1 B 5 Window Front (South) 48.0 0.990 0.60 _ 180 90 Single NonMtl Tinted Default Fur /CU -1 A & 1 B 5 Window Front (South) 16.0 0.490 0.52 180 90 Fleetwood 250/3000 Lo E Brz Furn/CU-1A & 1 B L Wiaciolcv�ont (Ssntttl) 339 _0_4M x.52 -1@0,- --9Q F.lee1yvQoA2-50r01szE_Brz- 8 Window Left (West) 16.0 0.490 - 0.52 270 90 Fleetwood 250/3000 Lo E Brz_ .F_urnLCUJA.8L16---_--- Furn/CU-1A & 1 B 3 Witkdow Lefi (W_e5,q -----0,52. -27_2 -M Fleetvr.2osL250.C4.09QLo-E. Brz- 10 Wiad2W--LeftMPS 359 0AQQ �2 52- _2Z0_ 30 Flee oQsL254G�090 Lo EBrz- Furn/_C_U1�1..&� B 1L Window Left est _ 31.5 0.490 0.52- _ 270_ 90 Fleetwood 250/-3000 LQ -E Brz-- 12 Window Rear (North) 16.0 0.490 0.52 0 90 Fleetwood 250/3000 Lo E Brz Furn/CU-1A & 1_B 13 Wfindow_Rear -(North). _-_30.0- __0,.490_ -_.0.52 _..._..-0_ _ .__90 Fleetwood.250r3000.LoE_Brz..- __ Eurn1CU_1A&.1B_.--___ 14 Window Rear �NorthJ 16.0 0 490 _ 0.52- 0 ._ 90 Fleetwood 250/3000 Lo E_.Brz B 15 Window Rear (North) 85.3 0.490 0.52 0 -._ _ 90 Fleetwood 250/2000 Lo E Brz _FumlCU-1A_&_1 FurNCU_1A & 1 B_____ 16 Window Rear (North) 80.0 0.650 0.52 0 90 Fleetwood 250/3000 Lo E Brz Furn/CU-1A & 1 B 7 Window Rear (North) 37.3 0.490 0.52 0 90 Fleetwood 250/3000 Lo E Brz Furn/CU-tA & 1 B 18 Window Right (East)_ 12.0 0.490 0.52 - 90 90 Fleetwood 250/3000 Lo E Brz _ Furn/CU-1A & 1B -19 VVindow-l3ight_(Eas1)_ -69A_ _0.660 -_--0.52. _--_90,_ -_90, Fleetwood.250/3D..OQ_Lo_E_Brz_.--..- 20&ht Rear (North) _ 16.0 0.800 -0.57- 0 0 Bristolite Skylights Bronze Furn/CU-2 21 Window Front (South) 120.0 0.650 0.52 180 90 Fleetwood 250/3000 Lo E Brz Furn/CU-2 22 Window Rear (North) 44.4 0.570 0.63 0 _ 90 Glass Block Default Furn/CU-2 23 Window Rear (North) 13.5 0.490 _ 0_52 0 _ 90 Fleetwood 250/3000 Lo E Brz Furn/CU-2 24 Window Left (West) 48.0 0.660 0.52 270 90 Fleetwood 250/3000 Lo E Brz Furn/CU-3 _ _ _ 25 Window Rear (North) 20_0 0.700 0.48 0 90 Fleetwood 250/3000 Lo EBrz Furn/CU-3 26 Window Rear (North) 10.0 0.700 --d 0.48 0 90 Fleetwood 250/3000 Lo IBrz Furn/CU-3 27 Window Rear (North) 10.7 5-70 0.63 0 90 Glass Block Default Furn/CU-3 28 Window Right (East) 11.0 0.700 0.48 90 90 Fleetwood 250/3000 Lo E Brz Furn/CU-3 29 Window Right (East) 90.0 0.650 0.52 90 90 Fleetwood 250/3000 LoBrz _ Furn/CU-3 INTERIOR AND EXTERIOR SHADING _E # Window Overhang Left FinRight Fin_-_ Interior Shade Type SHGC Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA. Dist. Len. Hgt. Dist. Len. Hgt. 1 None 1.00 None 1.00- T Drapery 0.68 Bug Screen 0.76 8.0 6.0 99.0 0.1 13_0 99.0 3 Drapery 0.68 Bug Screen _ 0.76 8.0 1.0 99.0 0.1 10.0 99_0 4 Drapery 0.68 Bug Screen _ --0.76 8.0 1_0 44.0 Z-0 99.0 5 Drapery - 0.68 Bug Screen 0.76 _ _0.1 - 8.0 6_0 44,0 99.0 6 Dra e[yr 0.69 Bug Screen 0.76 -01 _4_0 $0 21_0 7 Drapery 0.68 Bug Screen" 0.76 _2.0 _Z_0 _0_1 _W_0-- 3.0 11.0 2.0 0.1 2.0 19.0 8 Drapery 0.68 Bug Screen 0.76 4.0 4.0 21.0 0.1 99.0 99.0 _ 9 Dra er 0.68 Bug_Screen 0.76 8.0 8.0 12.0 0.1 99.0 99.0 10 Drapery 0.68 Bug Screen 0.76 8.0 4.5 23.0 0.1 99_0 45.0 11 Drapery 0.68 Bug Screen 0.76 3.0 10.5 2.0 0.1 16._0 2.0 12 Drapery 0.68 Bug Screen 0.76 3.0 5.3 2.0 0.1 24.0 3.0 13 Drapery 0.68 Bug Screen 0.76 _ 3.0 10.0 2.0 0.1 12.0 12 0 14 Drapery 0.68 Bug Screen 0.76 3.0 5.3 2.0 0.1 3.0 24._0 15 Drapery 0.68 Bug Screen 0.76 8.0 5.3 6.0 0.1 16 Drapery 0.6B Bug Screen 0.76 8.0 10.0 1-30.1 99.0 99.0 17 Drapery 0.68 Bug Screen 0.76 8.0 4.7 14.0 0.1 1.0 99.0 18 Drapery 0.68 Bug Screen _ 0.76 8.0 1.5 1.0 0.1 98.0 14.0 - 19 Drapery 0.68 Bug Screen 0.76 8.0 8.0 1.0 0.1 99.0 16.0 20 None 1.00 None 1.00 - - -_ - -_ - -- - - 21 Drapery 0.68 Bug Screen 0.76 _- 8.0 15.0 7.0 0.1 1.0 99.0 22 Drapery 0.68 Bug Screen 0.76- _ 23 Drapery 0.68 Bug Screen 0.76 24 Drapery 0.68 Bug Screen _ 0.76 8.0 6.0 99.0 -0.1 1.0 99.0 25 Drapery 0.68 Bug Screen 0.76 _ -- - 26 Drapery 0.68 Bug Screen 0.76 - - - - -- - - -- - - 27 Drapery 0.65 Bug 0.76__ 28 Drapery _Screen 0.68 Bug Screen __ ___ 2.0 5.5 1- 29 Drapery 0.68 Bug Screen0.76 _0.76 9.0 10.0 6.0 0.1 99.0 3.0 2.1 User Number: 2366 Job Number: 00061 11r4a Computer Method Summary /Part 2nf3\ C -2R THE CLARK RESIDENCE 8/7/00 Project Title -6a-te _ FENESTRATION SURFACES # Type M Window Frnnt (South) �31 Window Left (West) �32 Window Left (West) _ Area U'Volue Act. ��z�OTvpo Location/ --- - - --- Tilt- '------ —96 0-0490__u-52 _180__90 -__I� -D�Z0 _--l�� __2ID9] --�----' -- Furn8CU-4___- _96.0 0.650. ��l _-��_-� J�oU��____------ __ �--_--- ----_ _--__- _--_--_--_ INTERIOR AND EXTERIOR SHADING ��---------- # Interior Shade Type SHGC Exterior Shade Type SHGC Hgt. Wd A. REA. Dist.' Len. Hgt. Dist. Len. Hgt. 30 Drapery 0.68 Bug Screen 0.76 31 Drape!y 0.68 Buq Screen E 0.1 Wo A Screen m� �------- -------- ----- EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Computer Method Summary (Part 3 of 3) C -2R THE CLARK RESIDENCE 8/7/00 _ Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Length F2 Factor Insulation R -Val. Depth Location / Comments Slab Perimeter Area Thick. Heat 0 Furn/CU-1A & 1B Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments S-oncrete-Keavxftht —392 X50 28 -aga n/a —_2. _ .EuMLCU--JA-&J-BLSlab-onJGiade__ Concrete Heavynreiaht 1,595 350 28 0.98 n/a 0 Furn/CU-1 A & 1 B / Slab on Grade Concrete Heaylweight --DQ 3M —28 _0-%- nta_— ____2 _Furn/CU_2,/ Slabon Grade.,____ Concrete Heavyweight 718 3_50 28 —09-8- n/a 2 Furn/CU3 / Slab on Grade G CIe1eHeavyweight Cooling Equipment 3,90 286 -0 % n1a 2 _ Furn/CU-4 / Slab on Grade PERIMETER LOSSES Type Length F2 Factor Insulation R -Val. Depth Location / Comments Slab Perimeter 48 0_76 0.0 0 Furn/CU-1A & 1B Stab-Fedmater S4 0.76 —Q -Q 0 Fyr / U -1A & Slab Perimeter 80 0_76 0.0 0 -B _ Furn/CU-2 .51ab.Eedmeler 82 0,M —0.l2 0 4>2 SetbaelK_— _Slab-Eedmeter 84 0_76 0.0 _0 Furn/CU-4 HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments CentraLEumace 80%-AEUE- Qus:sin-clic _4.2— _ Seiba_ck LU/_tRGZONE Central Furnace 80% AFUE Ducts in Attic 4.2 Setback MASTER SUITE Central Furnace 803 AFUE Ducts in Attic 4>2 SetbaelK_— BEDROOMS 2 & 3 Central Furnace 80°% AFUE Ducts in Attic 4.2 Setback _ GUEST ROOM Hydronic Piping Pipe pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments SRIiL9iLConditimer 12 LSFEH 12A SEER QuotSJnAft Ducts in Attic _ —4.2— S-elback 4.2 Setback J-LVINGZQNE _ MASTER SUITE Split Air Conditioner Split Air Conditioner 12.4 SEER Ducts in Attic 4.2 Setback BEDROOMS Z& 3 Split Air Conditioner 12.5 SEER Ducts in Attic 4.2 Setback _ GUEST ROOM WATER HEATING SYSTEMS Water Heater Water Heater Distribution Rated' Tank # in Input Cap. Energy Facts 1 Tank Insul. or Recovery Standby R -Value System Name Type Type Syst (Btu/hr) (gal) Efficiency Loss Ext. AMERICAN G62 -75T57 -4N Small Sas &ermc/Time+Temp _ I _W7pM 75 AMERICAN G62 -50T35 -3N Small Gas Recirclrime+Temp_ _ 1 35,000 50 _9,51_ _nla__ 0.60 n/a n/a 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS 2.1 By Energ)Soft User Number: 2366— Job Number: 00061 —_ _—_ _ _pie 11 of 25 1 f 1 11 h- Computer Method Summary (Addendum) C2 -R THE CLARK RESIDENCE 8/7/00 Project Title . Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan ! Field The DHW System "AMERICAN G62 -75T57 -4N" Energy Factor = 0.510. An EF below 0.58 requires an R-12 External Blanket. - --_.__.—.._!_--.._J The HVAC System "LIVING ZONE" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 399 sqft Covered Slab Floor, 3.50" thick at Living/Kit/Dine. Etc. j i HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1505 sqft Exposed Slab Floor, 3.50" thick at Living/Kit/Dine. Etc. The HVAC System "MASTER SUITE" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 799 sqft Covered Stab Floor, 3.50" thick at Master Suite The HVAC System "BEDROOMS 2 & 3" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. i HIGH MASS Design(see C -2R) - Verify Thermal Mass: 718 sqft Covered Slab Floor, 3.517' thick at Bed/Bath 2 & 3The HVAC System "GUEST ROOM" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. I HIGH MASS Design(see C-213) - Verify Thermal Mass: 4D6 sqft Covered Slab Floor, 3.50" thick at Guest Bed/Bath HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider_ The HFRR r2for meat .i.,...r.,e.,� #h- a �.r ., ar: •a _ __� „-----"- `--•`-- -...- - - - - -- -- II EnergyPro 2.1 By e User Number: 2366 Job Number: 00061 Plan 12 of 25 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME THE CLARK RESIDENCE COMPONENT DESCRIPTION W Q W U) U) Z O SKETCH OF ASSEMBLY 1 DESCRIPTION CONSTRUCTION COMPONENTS OUTSIDE SURFACE AIR FILM 1 FRAMING ❑ e❑ 2 Membrane, Vapor -Permeable Felt 3 Insulation, Mineral Fiber, R-21 4 Gypsum or Plaster Board 5 s Rf 7 ASSEMBLY U -VALUE a s INSIDE SURFACE AIR FILM 0.680 22.927.37 DATE 8/7/00 ASSEMBLY NAME- - �R-21 Partition —_i ASSEMBLY Floor TYPE X Wall (check one) Ceiling I Roof FRAMING MATERIAL VVood FRAMING % _— 15 % _Framing 15%(16" o.c. Wall) 12% (24" o.c. Wall) 10%(16" o.c. Floor/Cell.) 7%(24" o.c. FloorlCeil.) THICK- NESS (in.) 0.625 0.010 5.500 0.500 r— R-VALUE DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Gypsum or Plaster Board 2 Membrane, Vapor -Permeable Felt 3 Insulation, Mineral Fiber, R-21 4 Gypsum or Plaster Board 5 s Rf 7 ASSEMBLY U -VALUE a s INSIDE SURFACE AIR FILM DATE 8/7/00 ASSEMBLY NAME- - �R-21 Partition —_i ASSEMBLY Floor TYPE X Wall (check one) Ceiling I Roof FRAMING MATERIAL VVood FRAMING % _— 15 % _Framing 15%(16" o.c. Wall) 12% (24" o.c. Wall) 10%(16" o.c. Floor/Cell.) 7%(24" o.c. FloorlCeil.) THICK- NESS (in.) 0.625 0.010 5.500 0.500 r— R-VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170E 0.170 0.562 0.562 0.060 0.060 21.000 5.445 0.450 0.450 Rf Fr%1 100 ASSEMBLY U -VALUE 0.680 0.680 22.927.37 c AI .B 'HEAT CAPACITY (Optional) � WALL SPECIFIC � HC WEIGHT HEAT I (A X B) (lbs/SQ (Btu/F-Ib) (Btu/F-sf) 2.60 0.26 0.681 _0.0_6 _ 0.35 2163 0.37 0.9 8, 2.08' 0.26 0.54 L 'NOTE: Weight and Specific Heat values for materials penetrated b _wood framing include the effects of the framing members. 0.0436 X 0.85 + 0.1357 X 0.15 0.05 [ I C 1 (Fr -/61 100) 11 Rf Fr%1 100 ASSEMBLY U -VALUE 7 4 TOTAL HC 2 2 COMMENTS EnergyPro 2.1 By EnregySoft User Number: 2366 Job Number: 00061 3 of 25 Rf Fr%1 100 ASSEMBLY U -VALUE COMMENTS EnergyPro 2.1 By EnregySoft User Number: 2366 Job Number: 00061 3 of 25 PROPOSED CONSTRUCTION ASSEMBLY ENV3 PROJECT NAME DATE THE CLARK RESIDENCE8/7/00 SKETCH OF ASSEMBLY DESCRIPTION W OUTSIDE SURFACE AIR FILM 1 Stucco fn � 3 Gypsum or Plaster Board 4 Z O Wall SKETCH OF ASSEMBLY ASSEMBLY NAME DESCRIPTION FRAMING OUTSIDE SURFACE AIR FILM 1 Stucco 2 Air Space 3 Gypsum or Plaster Board 4 5 Wall 6 7 8 9 Wood 0.680 INSIDE SURFACE AIR FILM ASSEMBLY NAME THICK- NESS (in.) FRAMING ,Interior Air Wall 0.875 ASSEMBLY 0.500 0.450 Floor 0.54 1 TYPE (check one) X Wall Ceiling I Roof FRAMING MATERIAL Wood 0.680 FRAMING % t�% — Framing %°____ —_ TOTAL HC 2.81 15%(16" o.c. Wall) 12%(24" o.c. Wall) 10%(16" o.c. Floor/Cell.) 7%(24" o.c. Floor/Ceil.) e THICK- NESS (in.) FRAMING ❑ © ❑ ElElEl 0.875 3.500 0.500 0.450 0.450 0.54 1 _ i i R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.175 0.170 0.175 0.850 3.465 0.450 0.450 0.54 1 _ 0.680 0.680 L. 2.331___4.94 AI IB 'HEAT CAPACITY (Optional) j WALL WEIGHT (lbslsf) SPECIFIC HEAT (Btu/F-lb) HC (A X B) (Btu/F-sf) 8.46 1.5310.391I 0.201 1.691 0.60 2.08 0.261 0.54 1 12.1 TOTAL HC 2.81 KC KT 'NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.4301 X 0.85 --I+[ 0.2024 x 0.15 1 / Rc 1 - (Fr%/100) 11 Rf Fr°k l 100 ASSEMBLY U -VALUE EnergyPro 2.1 By EnregySoft User Number: 2366 Job Number- 00061 Page: 14 of 25 INSTALLATION CERTIFICATE Part 1 of 7 CF -6R Site Address Permit Number An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per Section 10-103(b). ' HVAC SYSTEMS: Heating Equipment Equip. # of Efficiency' Duct Duct or Heating Heating Type (pkg. CEC Certified Mfr Name Identical (AFUE etc.)) Location Piping Load Capacity heat pump) & Model Number sSystems [>= CF -1 � Value] (attic, etc.) R -Value (Btu/hr) (Btu/hr) Cooling Equipment Equip. CEC Certified Compressor # of Efficiency' Duct Cooling Cooling Type (pkg. Unit Mfr Name & Identical (SEER etc.)) Location Duct or Load Capachy heat pumps Model Number Systems [>= CF -1 i2 Value] (attic, etc.) R -Value (Btu/hr) (Btu/hr) 1. >= reads Greater Than or Equal to. ' I, the undersigned, verify that equipment listed above is: (1) the actual equipment installed; (2) equivalent to or more efficient than that specified in the certificate of compliance (Form CFAR) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HEATING SYSTEMS: CEC Certified Distribution If Recir- # of Rated2 Tank Effie 2 External Heater Mfr Name Type (Std, culation, Identical Input (kW Volume ciency Standb Insulation Type & Model Number Point -o -Use) Control Type Systems or Btu/hr) Gallons (EF, RE) Loss (oo R -Value 2 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery Efficiency, Standby Loss and Rated Input. For instantaneous gas water heaters, list Recovery Efficiency and Rated Input. 3 R-12 external insulation is mandatory for storage water heaters with an energy factor of less than 0.58. Faucets & Shower Heads: All faucets & showerheads installed are certified to the Commission, pursuant to Title 24, Part 6, Section 111. I, the undersigned, verify that equipment listed above my signature is: (1) is the actual equipment installed; (2) equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) equipment that meets or exceeds the appropriate requirements for ' manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) COPY TO: Building Department OR General Contractor (Co. Name) OR Owner HERS Provider (if applicable) Building Owner at Occupancy �EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Page 15 of 25 ' INSTALLATION CERTIFICATE (Part 2 of 7) CF -6R Site Address Permit Number. FENESTRATION / GLAZING: Product U- Product Interior or Value' SHGC' Exteror Shading (=<CF -1 R '(=< CF -1 R # of Quantity Square Device or Comments/ ' Manufacturer/Brand Name value) 2 value)2 Panes (Optional) Feet Overhang Special Features GROUP LIKE PRODUCTS 2. 1. 1 3. — — — 4. " 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 1. Manufactured Fenestration products use the values from the product label. Field fabricated fenestration products use the default values from Section 116 of the Energy Efficiency Standards. 2. Installed U -value must be less than or equal to values from CF -1R. Installed SHGC must be less than or equal to values from CF -1R, or a shading device (interior, exterior or overhang) Is installed as specified on the CF -1R. Alternatively, Installed weighted average U -values for the total fenestration area are less than or equal to values from CF -11R. I, the undersigned, verify that the fenestration/glazing listed above my signature (1) is the actual fenestration product installed; (2) is equivalent to or has a lower U -value and lower SHGC than that specified in the certificate of compliance (Form CF -1 R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and (3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature, Date (if applicable) Installing Subcontractor (Co. Name) 1 OR General Contractor (Co. Name) OR Owner OR Window Distributor 11 it Item (if applicable) Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature, Date (if applicable) Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner s OR Window Distributor COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Pone: 16 of 25 INSTALLATION CERTIFICATE (Part 3 of 7) CF -611-1 ' Site Address Permit Number DUCT DIAGNOSTICS This buiding obtained compliance credit for.- [j Duct sealing ❑ Duct Area Reduction ❑ ACCA Manual D design and installation CREDIT FOR REDUCED DUCT SURFACE ACCA Design AREA OR LOCATION Duct Location' Exterior Measured ❑ Duct Design on Plans Surface Area Exterior Surface (CF -1R) Area ❑ Installed duct diameters match plans ❑ Attic Crawispace ❑ Basement ❑ Other Total *Ignore ducts in conditioned space. Only a check is required for location credit. ❑ TXV installed ❑ Access to TXV valve (if installed) ❑ No TXV, Fan air flow (CFM) _ ❑ Duct Leakage Measured ❑ Measured leakage (CFM) HVAC fan air flow (CFM) _ (measured or calculated as ❑ CFM = 0.7 x A floor for CZ 8 through 15 ❑ CFM = 0.5 x A floor for CZ 1 through 7 & 16 or, it the equipment size is known, the larger of 1 or 2. 1. 1:1 CFM = 400 x Cooling Capacity in Tons or 2. ❑ CFM = 21.7 x Heating Capacity in Thousands of Btu per hour) divided by HVAC Fan air flow be =< For AEROSOL TYPE SEALANTS ONLY - The following diagnostic testing was completed: ❑ Duct Fan Pressurization at rough - M measured leakage CFM CHECK AFTER FINISHING WALL: ❑ Pressure Pan Test ❑ House pressuezation test ❑ Visual Inspection of Duct Connections Provide Follow-up Test Results or Inspection Results on a Separate Page ❑This certifies that the ducts surface area and duct locations were verified. When compliance credit is claimed for duct surface area reducitons and duct location improvements beyond those covered by default assumptions, builder employees or subcontractors shall certify that they have verified that the duct surface area and locations match those on the plans and shall indicate the duct surface area in each duct location on the CF6R. ❑ This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Tests Signature, Date Installing Subcontractor Co. Name) Performed OR General Contractor (Co. Name) OR Owner COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number 00061 Page: 17 of 25 ' INSTALLATION CERTIFICATE (Part 4 of 7) CF -6R Site Address Permit Number BUILDING ENVELOPE LEAKAGE DIAGNOSTICS This buiding obtained compliance credit for: �j Envelope sealing using diagnostic testing (CF -1R) Needed for Compliance Measured Blowerdoor Test (from CF -1R) Results -Building Envelope Leakage (CFM @ 50 Pa) -Leakage level equivalent to an SLA of 3.0 from CF -1 R -Minimum Building Leakage equivalent to an SLA of 1.5 1 from CF ,1 R (CFM @ 50 Pa) - ❑ Yes ❑ No Is design infiltration less than the SLA 3.0 equivalant (from CF -1 R)? ❑ Yes ❑ No Is mechanical ventilation installed? (Required if design is less than 3.0 SLA) ❑ Yes ❑ No • Is measured leakage (without fans operating) less than minimum in the above Table (1.5 SLA from CF -113)? ❑ Yes ❑ No Is mechanical supply ventilation installed to assure house pressure does not go below minus 5 Pascal relative to ' outside ambient with all e)Araust fans operating? Mechanical Ventilation - Fill in Table if mechanical ventilation is installed ' Used for Compliance Measured (from CF -1R) Actual -Continuous Mechanical Ventilation (CFM; -Continuous Mechanical Supply Ventilation (CFM) Required to maintain -5 Pa if building envelope leakage is less than minimum (see above) ' -Total Power Consumption of Continuous Mechanical Ventilation (Wafts) 2 ❑ This certifies that the building leakage was verified. When compliance credit is claimed for building leakage reduction below default assumptions, builder employees or subcontractors shall certify that they have verified that the building leakage level matches that used for compliance on the CF -6R and shall document the infiltration levels required for compliance and the tested infiltration values on the CF -6R.. ❑ This is to certify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.) ' Tests Signature, Date Installing Subcontractor (Co. Name) Performed OR General Contractor (Co. Name) OR Owner ' COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy 1. When mechanical ventilation Is required, CFM less than 0.047 CFM per square That of conditioned floor area indicates failure to achieve compliance 2. As determined from label on fan or manufacturers literature. EnergyPro 2.1 By EnergySott User Number: 2366 Job Number 00061 Page 18 of 25 F 1 t 1 INSTALLATION CERTIFICATE (Part 5 of 7) CF -6R Site Address Permit Number The following is an explanation of many of the input values required on this form: HVAC SYSTEMS Heating Equipment Type must be one of the following: Furnace: Boiler: Gas (including Liquefied Petroleum Gases) or oil -fired central furnace & s ace heater_ _I ----- ------... - — — - - p Gas or oil -fired boiler Pck HeatPum : Packaged central heat pump S IitHeatPum : Split central heat pump RoomHeatPum : Room heat pump Lr Pk HeatPum : Large packaged heat pump (>=65,000 Btu/hr output) Electric: Electric resistance heating (fixed HSPF = 3.413); radiant electric resistance (fixed HSPF = 3.55) CombinedHydro: I Reference water heater under water heating systems below -CEC Certified Manufacturer Make & Model Number from applicable Commission approved appliance directory. "# of Identical Systems" is for those systems with the same efficiency, duct location, duct R -Value and capacity. -Efficiency from applicable Commission certified appliance directory. -Duct Location is attic, crawl space, CVC crawl space, conditioned space, unconditioned space or none. -Duct (or Piping) R -Value from Directory of Certified Insulation Materials and/or manufacturer's data. -Heating/Cooling Load refer to Commission approved load calculation procedure. -Heating/Cooling Equipment Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,000 ft above sea level require a derating of output capacity (refer to manufacturer's literature). Cooling Equipment Type must be one of the following: S IitAirCond: Split system air conditioner Pck irCond: Packaged air conditioner I S IitHeatPum : Split system heat pump Pck HeatPum Packaged heat pump i RoomHeatPum : Room heat pump LrgPkgHeatPump: a Large packaged heat pump (>=65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. Room .irCond: Room air conditioner. Minimum SEER varies' i LrgPkgAirCond: _ Large packaged air conditioner (>=65,000 Btu/hr output). Substitute EER for SEER when SEER is not available. EvapDirect: Direct evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 11.0; duct location = attic; duct insulation R -value = 4.2 Evapindirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 13.0; duct location = attic; I duct insulation R -value = 4.2 "Refer to California Energy Commission (CEC) publication Appliance Efficiency Regulations, P400-92-029 EnergyPro 2.1 By EnergySofl User Number: 2366 Job Number: 00061 Page 19 of 25 ' INSTALLATION CERTIFICATE (Part 6 of 7) CF -6R 1 t Site Address The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Systems: Refer to Residential Manual for more details. Permit Number Standard: Standard - Supply prssure based system, no pumps _ __� Pipe Insulation: Pipe Insulation on all 3/4 -inch pipes POU/HWR: _ Point of Use/Hot Water Recovery System _ J Recirc/NoControl: Recirculation loop with no controls 1 Recirc/Timer: _ Recirculation loop with a timer Recirc/Temp: Recirculation loop with temperature control i Recirc/Time + Temp: Recirculation loop with a timer and temperature control Recirc/Demand: _ Recirculation loop with demand control ' Water Heater Type Fenestration: Information Needed any door with more than one square foot of glass Operator Type; Energy Factor Recovery Efficiency Standby Loss Rated Input ' Storage Gas, Oil or Electric Heat Pump Yes Yes No No No No No No Installed SHGC must be less than or equal to value from CF -1 R Instantaneous Gas No Yes No No from CF -1 R Instantaneous Electric Yes No No No consistent with the CF -1 R Large Storage Gas No. Yes Yes Yes ' Indirect Gas (Boiler) No Yes (AFUE) No Yes 11 1 1 FENESTRATION / GLAZING Fenestration: Windows, sliding glass doors, french doors, skylights, garden windows, and any door with more than one square foot of glass Operator Type; Slider, hinged, fixed U -Value: Installed LI -Value must be less than or equal to value from CF -1 R OR Installed weighted average U -Value for the total fenestration area is less than orequal to value from CF -1 R SHGC: Installed SHGC must be less than or equal to value from CF -1 R OR Installed SHGC for the total fenestration area is less than or equal to value from CF -1 R OR I An interior shading device, overhang, or exterior shading device is installed consistent with the CF -1 R Shading Device: Include when1he building complied using an interior shading device: blinds, opaque roller shades, blinds (do not list draperies), an exterior shading device: woven sunscreen, louvered sunscreen, low sun angle sunscreen, roll -down awning, roll -down blinds or slats (do not list bug screen), or an j overhang (include depth in feet) i EnergyPro 2.1 By EnergySofl User Number: 2366 Job Number 00061 Page:20 of 25 i INSTALLATION CERTIFICATE (Part 7 of 7) CF -6R bite Haaress - Permit Number The following is an explanation of many of the input values required on the Diagnostic portion of this form (page 3 of 6): TYPE OF CREDIT Refer to Residential Manual Chapters 4 and 5 for more details: Reduced Duct Surface Area: Calculated as the outside area of the duct. Areas must be measured and verified by HERS rater. Improved Duct Location: Supply duct located in other than attic, as verified by location of registers (does not require HERS rater verification). Catastrophic Leakage: Pressure pan test reading must be less than 1.5 Pascal at a house pressure j of 25 Pascal. TXV: j Access cover required to facilitate verification. Infiltration Reduction: "I i Infiltration is measured without mechanical ventilation operating. Mechanical ventilation is required for very tight house construction when credits for infiltration reduction using diagnostic testing are beng used for i achieving compliance. These very tight houses are defined as those with SLA of less than 1.5. The compliance documentation (CF -1 R) will contain the measured CFM target value from a blower door test at 50 Pascal pressure difference that represents this SLA of 1.5. Mechanical ventilation is also required if the builder chooses to design the building to use j mechanical ventilation and claims a credit for infiltration below an SLA of 3.0. The compliance documentation (CF -1 R) will contain the measured I CFM target value that represents this 3.0 SLA. If the builder claims credit in a design for infiltration reduciton that is at an SLA of 3.0 or higher, and the actual measured SLA is 1.5 or greater, then mechanical ventilation is i not required. If the SLA in this case were below 1.5, then mitigation (such as mechanical ventilation) would be required. i e EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number 00061 Page:21 of 25 I I JHVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 1 1 1 ri t u t PROJECT NAME DATE THE CLARK RESIDENCE 8/7/00 SYSTEM NAME _ FLOOR AREA LIVING ZONE 1,994 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL COOLING PEAK C_OIL_HTG. PEAK Sensible Latent CFM CFM Sensible ��_�_�J1 Total Room Loads 1, 45,728 -925 1,008 37,8081 Heating System Output per System 40,000 Total Output (Btuh) 80,000 Return Vented Lighting 9 9 o 1 Output (Btuh/sqft) 40.1 Return Air Ducts ; 2,286 r Cooling System Return Fan Ventilation Supply Fan Supply Air Ducts 0 of 0 1 01 0 0 0 2,286 i 1,8901 Output per System 35,600 Total Output (Btuh) 71,200 Total Output (Tons) S,g Total Output (Btuh/sgft) 357 TOTAL SYSTEM LOAD 50,301 925; 41; 3s Total Output (sgftrron) 336.1 Air System HVAC EQUIPMENT SELECTION CFM per System 1,163 _� I ARCOAIRENBF05OB12AH036GA 56,8621 2,338] _80,000! j- — - L Total Adjusted System Output 862 2=338 80000 (Adjusted for Peak Design Conditions) ----------- TIME OF SYSTEM PEAK L_— Aug 2 pm l ;_ Jan 12 am! Airflow (cfm) 23,6' Airflow (cfm/sqft) _ 1,17 Airflow (cfmrTon) 392.0 Outside Air (%)00 Outside Air (cfm/sgft) 0,00 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatin Peak I 26.0°F 69.2°F 69.2°F 105-0°F Outside Air O� Supply Air Ducts j 0 cfm Supply Fan Heating Coil 104.2 °F 2326 cfm ROOMS 69.2 of 70.0 °F Return Air Ducts ` COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 115.0/73.3°F 78.9/61-8°F 78.9/61.8°F 55.0/53.0°F Outside Air 0 Supply Air Ducts 0 cfm Supply Fan Cooling Coil 55.9 / 53.4 OF 2326 cfm ROOMS 38.8% R. H. 78.9/61.8 °F 78.0!61.5 OF Return Air Ducts I EnergyPro 2.1 By EnergySoft User Number: 2366 Job Number: 00061 Page:22 of 25 1 ' HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME , DATE 'THE CLARK RESIDENCE 8/7/00 SYSTEM NAME FLOOR AREA j MASTER SUITE 799 J ENGINEERING CHECKS SYSTEM LOAD ,I 1 1 1 1 1! Number of Systems — 1 Heating System Output per System 40,000 Total Output (Btuh) 40,000 Output (Btuh/sqft) 50.1 Cooling System Output per System 30,400 Total Output (Btuh) 30,400 _ ---- Total Output (Tons) 2.5 Total Output (Btuh/sqft) 38.0 Total Output (sgft/Ton) 315.4 Air System CFM per System 1,000 Airflow (cfm) 1,000 Airflow (cfm/sgft) 1.25 Airflow (cfm/Ton) 394.7 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0,00 COIL COOLING PEAK I i COIL HTG. PEAK CFSensible.- Latent -i CFM I Sensible I Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts � 16,372 � 39614,819 819 of 0 1 0 EATING SYSTEM PSYCHROMETRICS Airstream Temperatures 8191 1 741 TOTAL SYSTEM LOAD 18,0A -3031 — EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak HVAC EQUIPMENT SELECTION ARI COAIRE NBF050612/AH030GA 24,115 1,165 400001 Supply Air Ducts i 0 �— Total Adjusted System Output for Peak (� I I 24,115, 1,165 (Adjusted Design Conditions) TIME OF SYSTEM PEAK ! Aug 2 pm i 0 cfm Note: values above given at ARI conditions — EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak ' 26.0°F 69.30F 69.30F 105.001' Supply Air Ducts i 0 Outside Air 0 cfm Supply Fan Heating Coil 104.30F 1000 cfm ROOMS ' 69.3 F ° 70.0 of Return Air Ducts I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 115.0/73.30F 78.8/61.8OF 78.8161.8°F 55.0/53.0°F ' Supply Air Ducts Jj"Q Outside Air 0 cfm Supply Fan Cooling Coil 55,8 / 53.4 of 1000 cfm 39.00 R.H. ROOMS ' 78.8/61.8°F 78.0/61.6OF Return Air Ducts EnergyPro 2.1 By EnergySoft User Number 2366----- Job Number 00061 Page:23 of 25 e [HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME I THE CLARK RESIDENCE SYSTEM NAME BEDROOMS 2 & 3 NGINEERING CHECKS Number of Systems 1 Heating System Output per System 40,000 Total Output (Btuh) 40,000 Output (Btuh/sqft) 55.7 Cooling System Output per System 30,400 Total Output (Btuh) 30,400 Total Output (Tons) 2.5 Total Output (Btuh/sgft) 42.3 Total Output (sgft/Ton) 283.4 Air System CFM per System -T-1,000 EnergyPrc Airflow (cfm) 1,000 Airflow (cfm/sgft) 1.39 Airflow (cfm/Ton) 394.7 Outside Air (%) 0.0 Outside Air (cfm/sqft) 0.00 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS '26.0 OF 69.4 OF 69.40F Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD DATE 8/7/00 FLOOR AREA 718 COIL COOLING PEAK j `CI OIL HTG_PEAK - s CFM Sensible1 Latent i ; CFM Sensible j 273 15.071 (ARCOAIRE NBF050612/AH030GA —i 24,0651 — 1,2161 - 40,000 1 Total Adjusted System Output 24065 (Adjusted for Peak Design Conditions) i I ppp� TIME OF SYSTEM PEAKAu 2 m� ' i .p L._-.- Jan 12 amt . �aln Tel 105.00F Supply Fan Heating Coil 1000 cfm at Time of Supply Air Ducts 104.4 of ROOMS 70.0 of Return Air Ducts ROMETRICS (Airstream Temperatures at Time of Cc A 78.7/61.8OF 78.7/61.8oF 55.0/53.1OF Supply Fan Cooling Coil 1000 cfm Return Air Ducts User Number: 2366 Job Number: 00061 Supply Air Ducts 55.7/53.3OF 39.0% R. H. ROOMS 78.0 / 61.6 OF 24 of 25 Outside Air 0 cfm ' 69.4 of OGLING S 115.0/73.30F Outside Air ' 0 cfm -18,7161,8 OF ' EnergyPrc Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD DATE 8/7/00 FLOOR AREA 718 COIL COOLING PEAK j `CI OIL HTG_PEAK - s CFM Sensible1 Latent i ; CFM Sensible j 273 15.071 (ARCOAIRE NBF050612/AH030GA —i 24,0651 — 1,2161 - 40,000 1 Total Adjusted System Output 24065 (Adjusted for Peak Design Conditions) i I ppp� TIME OF SYSTEM PEAKAu 2 m� ' i .p L._-.- Jan 12 amt . �aln Tel 105.00F Supply Fan Heating Coil 1000 cfm at Time of Supply Air Ducts 104.4 of ROOMS 70.0 of Return Air Ducts ROMETRICS (Airstream Temperatures at Time of Cc A 78.7/61.8OF 78.7/61.8oF 55.0/53.1OF Supply Fan Cooling Coil 1000 cfm Return Air Ducts User Number: 2366 Job Number: 00061 Supply Air Ducts 55.7/53.3OF 39.0% R. H. ROOMS 78.0 / 61.6 OF 24 of 25 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY iPROJECT NAME DATE 'THE CLARK RESIDENCE _ 8/7/00 _ SYSTEM NAME FLOOR AREA GUEST ROOM i i 406 ENGINEERING CHECKS SYSTEM LOAD Ii i i I I Number of Systems 1 Heating System Output per System 40,000 Total Output (Btuh) 40,000 Output (Btuh/sqft) 98.5 Cooling System Output per System 19,900 Total Output (Btuh) 19,900 Total Output (Tons) 1.7 Total Output (Btuh/sgft) 49.0 Total Output (sgft/Ton) 244.8 Air System CFM per System 600 Airflow (cfm) 600 Airflow (cfm/sgft) 1.48 Airflow (cfmrron) 361.8 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 I Note: values above given at ARI conditions COIL COOLING PEAK ; i COIL HTG. PEAK_i i i CFM I Sensible Latent i i CFM ! Sensible Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts 379 9,445 n 154, L 1711 11,112 ' 556; i i-----01 ,L-01 01 0 I 556 472 i 0 0 472 TOTAL SYSTEM LOAD L 10,3891 AM �2223� HVAC EQUIPMENT SELECTION ARCOAIRE NBF050812/AH018GA i 15,893 _-631; - 40,000; i Total Adjusted System Output 15893 631 �4ot (Adjusted for Peak Design Conditions) —____--- 00 TIME OF SYSTEM PEAK I Aua 2 Dm Jan 19;;m EATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) ' 26.0°F 69.1°F 69.1°F 131.3°F Outside Air O> Supply Air Ducts 0 cfm Supply Fan Heating Coil 130.5 °F 600 cfm ROOnAc ' 69.1 °F 70.0°F Return Air Ducts ; i DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 115.0/73.3°F 78.7!61.7°F 78.7!61.7°F 54.0/52.5°F Q Supply Air Ducts Outside Air 0 cfm Supply Fan Cooling Coil 54.8 / 52.8 OF ' 10 600 cfm 38.7(, R.H. ROOMS 78.7/61.7 OF 78.0/61.5°F Return Air Ducts ' EnergyPro 2.1 By EnergySofl User Number: 2366 Job Number: 00061 Page:25 of 25--�