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HomeMy WebLinkAbout10148985.pdfEXISTING HOUSE NEW PATIO �p ,� II ,' i C; I Il `f � CONSTRUCTION ►E �w, 7 # '? g jj t 1 coa n k s ' A.- ALL WINDOWS ARE NOTED BY WINDOW SCHEDULE i IN.PLAN AND ELEVATION, WITH SPECIFIC $ } i MANUFACTURER SELECTION BY OWNERAND/OR ? � � � � " v _:_ ,�.,..: � CONTRACTOR, CONTRACTOR MUST VERIFY ALL REQUIRED ROUGH FRAMING OPENINGS. � P x B.- BEDROOMS AND SLEEPING AREAS MUST HAVE AT LEAST ONE WINDOW WITH A SILL HEIGHT OF NO MORE THAN.44 INCHES ABOVE THE FLOOR WICH Vt ILL MEET LOCAL CODE EGRESS REQUIREMENTS. , c 1:r. C.- ALL WINDOW, PATIO DOORS AND DOORS WITH GLASS SHALL BE DOUBLE GLAZED, INSULATED UNITS WITH WOOD OR ALUMINUM FRAME AND SASH. ! x t D.' EXTERIOR DOORS ARE TO BE FOAM CORE Ca 0' t� . �Q is m ; h "s INSULATED STEEL, DOORS UNLESS OTHERWISE NOTED. E.- ALL DOORS BETWEEN GARAGE AND LIVING AND LIVING AREAS SHALL BE ONE HOUR FIRE RATED A 5 p .y t , , ASSEMBLIES WITH I % SOLID WOOD CORE(OR CQR APPR!OVED EQUIVALENTS) WITH SELF CLOSING MECHANISM. FPEFRIMIff Gt PLBG MECH GRADING ....... 0Y e q OF C 1 1 PLAN O=GROUP .. . . CONSTR. o _ CODE IIKK FLOOD ZONE TITLE SHEET LEGF & 2'A . 'r �:. Y"i..e ' a w"»... � E .. � 1i3�:t `( FL ZONE C� ; s$ . a . s df :•<� . .. - alp' ,, EXISTING 2X4 Vt�.t�I.�, 1 F�.,C)CJR P�...E PRC3SD NEW 2X4 WALL 2 ELEVATIONS .� ,..-, .n,,�o3 FOUNDATION PLAN n=WALL TO BE REMOVED PROPOSED n Y-• _.b n e ,.:.. .,:.,...,M.., y, .. r., . ,. t .#.°_...�:,,:s„��...., ;.;. .•. • �......^..'..--. .. r - - .. AN Planning Dep�.rinwt W 2X6 WALL 2X6 Fire pb and �� UT TLT�' i'L n '� M 6 DETAILS 3 z a &,+xo 3 t S 1' ;tit, r KPARAT E DATE . aa3 ra sEUCMCALPLUMBING� m+�� Ewa and " f ions € t the joy T G, �" v s A at t aid It i unlawful t make changes r �sl o AA .f. ,.so moons on same wthout g n en permission from. the die G DRAWN SY City rota naa P C�. Y The acceptance f this pnd lanSHALL NOT,, Boa N0. i be hold to Perm',", nor be an 9-approval oa the violation of and provisions of ANY CityOrdinance or State La . 0 SHEET..... _.:. Accepted By Date id N 1' rrho e ,� h. # v'x ` 1TV - OF SHEETS � .,, ,,., ,.�,�.� . , :._� ram. a �b__: r ,<, _ , . , r: -:1 t 1 ;,. t :'. , ... ;'. . <. s - '• .,.. .. . - t`t 6. 11 . - ) . _:. +, 1 9 " ..' � .. Cl® l 1 `, J I,- ALL CONCRETE FOR WALLS, FOOTINGS, AND STABS SHALL _ _ _ -- :. p, DEVELOP AND MAiN2EIN A MINIMUM Cd3MPItESST�TE STRENGTH OF _ _-- , - 9 ,.__ I 2500 PSd AT 28 DAY STRENGTH. . _ - - 2 ALL CONCRETE FOR GARAGE STABS AND PORCHES SHALT DEVELOP AND MAINTAIN A MINIMUMCOMPRESSIVE T OF $ 300 P I AT 2$ AY STRENGHT C STRENGH ,i 9 93: CONCRETE FORMS, SHORING AND POURING METHODS SHALT : `y " �-CONFORM-TO-ALL CURRENT PRACTICES ENDORSED BY THE . �/ AMERICAN CONCRE B INTITUTIOI+I. z � � . . I . . I ; !' ATL STABS tJN GRADE HALL BE REINFORCED WITH 6X6i Ili/10 �� �a 9I , _ .,, : " .._ WELDED WIRE MESH �� 1. { DED Viti' MESH _ ., _,__' ,� _, ,Y_' '.,� ��,".' � I , 1 9 1 - I - I I . L I . � . � 1 .91 . .- . _..,• • e A,i ,..�„�.... di d6 ' rj' ,014 d .% , i% ` �l �cf 1^',� Aa o,r '�`� C .z 'ta 4 �� I"f 4� ° - I I ,", �, � � � / � . . - m d .i {{ qq , - { - I 1 w._ . . _ _ - v77 _ j. yp� a ! 4 J 7 �' ` . L.......... - _m.- 7rV _ .� . c�.r . ____� . I , 4 1. phvs ` ?� / / - r _.,. . . ," 1. . . � I .o cu, �: op Q'�� 1� .I I I . I`� . . [ 11 I �I . '),. �, I ': I .. . . I I Lu wry, H D � � I� �' • b cj I Iz 1. " . . ly � . ,.: , ..... , / I I . �. %\ '' 3 �,. __. OW mwmm�_ ._. y - - r`I' ' { 1 9. 4s 1AQV_1 � I ..,.1 .. / r_ I I I3 S " �...,� r r t -.- ,a .......,.,, .. e,. ..,..r> r.y : 1,y,,.,.. /;eye,-�9f+1aa'�: v¢ . 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'tt * ' . u K/4 1 __.._ .! 'Vi87819.TJ aROOF h g �.%kw9 k.. A�€,., s`" `' , 04 POST �' , Q .. x rr ,,. .s_ 9 } ,I1k i �- . , m ' "tom "'. k" r N . V 1 .w r �c �' �.�_rp a �, aµ .. ",..... t 'lifer' a OOF YE-{ . '_ , " - r iI�'��, �. ��.. , Aid 1:" , �; € < ,"- . V y* ii .. i0{m - 4 Y S :,E r%w-.0 za cam. .rom,vn s.,e...:.aw+ - t, 4 Or I ivxm+m a _ 3 i' '"tr t _, >-�4: 3- 3t)Zls .. , , ,� .. ' , dal: : ;' . ,._ _ , ka 3 -- >.a _ _" � �.: _ : N. I his . jw w 3�TtiTL' E DRRUD I zX STU0.5 0 I(o 01G ' ' 1 IAfEfi 11 _. EX. �% HIP PER FLAN .. '' SEAM OR i a, ' : o I j a SCHEDULE � PLYWD Sm'c - / RJ OR RR PER PLAN "CA FRAMING MULTIJOISTS w ; SHEAR PANEL PER PLAIN �{ "� 1`' �` - fiiF Ai�L;� NO1 EX♦ 2X P.T. E30T, PLATE E TYPE PER PLAN BN ,'� I' '° t9V C> h #Ai, . ` $jTW*' °� OR WALL FINISH � a a ()w f A3Iaw ' 1N08OF AI.L a 0R GIB PER PL AN W/ 5/8" O EPDXY SOLTS I POST PER PLAN I ROD SEE N= t / TO COMPLY W1 SILL 5OLTINGa ��� � _ � ' 0.4 36i,E,� 4'.9C 3� I PS2-S�S3 t2 5j8 as 3s90 , 11, .. � AL*I. ' S" l@II(1?I> -gv EMISEDED &° ICE30 '� Sz ?9 2x STUQ f iii4l} .)ATALL W! SPECIAL IAtSPECTIOA! FASiExtERS . I t12A 92s 5jE°S6 2?75 ' a I sUpmM Aass A' PER {flwER} 11TIs 12" �ja' s�atr °• P'ER PY Ah�s l A�l 3 I a a SIM'_ TSz2 ' �.+1Nt SAP_ HQIUU I ipP f1P 12 5 8 44if! 2 c a 2x StK`G I /I A1NS8tft+fk#i�"P�RAINtICS PiR#: ` u tEac, coucR# s><aE aT Essc�l DIVE1. s�rd.B�ittltaltiA Li iiYt78St1�l. PER PLAN (PF�1 conic P4i5-SfkS3 12' Sj8 4685 FIRST BAY WI6d l�► a11 : QA3 .. AND �OOTI �j s s j i it 5j1'o ( ONLY a oc z-2X TOP _ _ _ _ _ ° - - - 1 _ _ r_ lea PLATE 4 t1 ° ° d ° 4 ° Q ° d ° _... M z zx TOP PHp6-Si3 7j8:� 586i1 P�APRQVWD0 a a ALT:USE PLATE AI''1lii:RWFAND 4X IGiNIs POST . 4 c. u c-- u c- ci . c.- <a . 4-- u r.-• u e Y u . P#t?RCa` P ' , " Q p� AT EA SIDE IMP TS22 ; ' , NEW ,,,5 I b � }���((�� y1�� .} �j g /� SIMP. rA�3S R ; C� PER HD+� 95 j IIV,W,4)AI o v fl D I I 0 i5a 7j8a� 7 2X4 tsaO.C. ERL PLAN s i�T:-C : i _ d o t. t7 4 ° ° i R a~��iR S?�Ai.EllaafVBi Ai3if1'!fE 9RAoC1tVG , ` a a NEVI S1t1 tD11TA i5' 7j8"� 954C1 EXISTG 1. �1~ 3ti1�1>aEALI. £}1�15QF:'1 r� L1 'n . © I'C` ' SAS3 i5" 7 8'� 13325 ___.,�f L`AI{t. I = s - - nemt [ W(v 17 N 8" aac ,"SHAPFfi� Simp, A35 �IllffwMrA GENERAL NOTES QnNjQRFTF RI Orlk MASONRY tAt F (PER TABLE 23-11-8' 1) 1. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE 1. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. CSO, GRADE N UNITS. SEE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF ARCHITECTURAL PLANS FOR TYPE,, PATTERN AND JOINT DETAILS. COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SMALL BE NAILED WITH COMMON THE C-8-C-, U.B.C. OR LOCAL CODE WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING 2. MORTAR SMALL BE AS FOLLOWS: fm - 1500 PSI MIN. CONNECTIONS SHALL BE DRIVEN $0 THAT THEIR HEAD OR CROWN IS FLUSH WITH 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE I PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED THE SURFACE OF THE SHEATHING, CONFORMANCE WITH THE PLANS BY THE CONTRACTOR 'PRIOR TO THE START OF LIME CONSTRUCTION. THE ARCHITECT ENGINEER SHALL BE NOTIFIED OF ANY JOISTS OR RAFTERS TO SIDES OR STUDS DISCREPANCIES. 3. GROUT SHALL SEAS FOLLOWS: Vic - 2500 PSI 8 INCHES IN DEPTH OR LESS ----------- * ---------------- 3-16d i PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT FOR EACH ADDITIONAL 4"DEPTH ADD-- ----------------------1-1 6d 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. TO ALLOW GROUT TO FLOW INTO ALL JOINTS. JOISTS- OR RAFTERS AT ALL BEARING 1-- #5 MIN. TOE NAIL EACH SIDE ---------------------------------- 3-8d 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS, 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED STUDS TO BEARING -TOE NAILS EA. SIDE ---------------------- 2-ad CORE OF 3"X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE BLOCKING BETWEEN JOISTS/RAFTERS 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REINFORCING, TO THE -JOISTS/RAFTERS TOE NAILS EA SIDE-------------- ---------- 2-10d 2 FROM BLOCKING TO BEARING Toe NAILS EA SIDE ---------------- 2-10d 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, BLOCKING BETWEEN STUDS ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT, AT EACH ENO -TOE NAILS ------------------------------- 2-10d ENE) NAILS ----------------------------------------- 2-16d a 6. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF PROGRESSIVE BLOCKING rj I. PROVIDE ANY SHoRtNG &'OR BRACING PRIOR TO REMOVING EXISTING WALLS, BLOCKS. RAFTER TO BLOCK & BLOCK TO CONT. NAILER------------------`- -2-16d BEAMS, OR SUPPORTS FOR CONSTRUCTION, REMOVE SHORING ONLY WHEN NEW MULTIPLE STUDS 2- #5 MIN. SUPPORTS ARE IN PLACE AND SECURED. (STAGGER NAILS ON STUDS WIDER THAN 4-) ----------------- 6d*24"OC FRA-MING -NOTES RIBBON TO STUDS 12 momfinw 0=n w tumt__ r2wm AA&^ 4v ------ I-SIA L^wl� "N".; r-MQ11114V CONCRETE P" fit.%. -------------- ------------------ SPECIFICATIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.C. LATEST EDITION, 2X RIBBON ---------------------------------------- 2-16d DOUBLE TOP PLATES SINGLE LAYER DOUBLE LAYER 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE LOWER PLATE TO STUD --------------------- ---------- 2-1 ed DOUBLE TOP PLATE, UPPER TO LOWER PLATE ----------------------------- I 6d0l 6_00 NOTE- l" - 40 X BAR DIAMETER IN CONCRUE, U.N.O> 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS AT SPLICES (48"MIN) ON EACH SIDE '12' - 50 X BAR DIAMETER IN MASONRY, U.N^O. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN NOTED ON PLANS, OF BUTT IN TOP PLATE -------------------------------- 8-16d ON DRAWINGS AND PROTECT THEM FROM DAMAGE, UPPER TO LOWER PLATE 2, ALL POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON "Be" AT INTERSECTIONS ---------------------- ------------- 6-16d 5. 00 Not CUT POST TENSION' SLABS. CONTRACTOR TO DETERMINE EXISTING OR "BCD" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. CEILING STRIPS REINFORCING CONDITIONS PRIOR TO START OF CONSTRUCTION. IX4 PER BEARING(STRONGHOLD TYPE)-- --------------------- 3-8d 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS 3. ALL CONNECTING HARDWARE, JOIST MANGERS, TIE STRAPS ETC. SHALL BE 2X3 PER BEARING(STRONGHOLD TYPE) -------------------.....,--I -I6d AND JOISTS. SIZES LOCATIONS ETC. AND SHALL NOTIFY THE ARCHITECT & ENGINEER' SIMPSON 0STONO-ME" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. PLYWOOD NAILING(SCE DETAILS &/OR SCHEDULES OF ANY DISCREPANCIES. BUILT UP SEAMS 20d*32"OC AT TOP AND BOTTOM FRAMKQ=Mk STAGGERED-- --------_---_--_--___«_-__---------2-20d 0 END 7- DOWEL NEW INTO EXISTING SLABS W/#4 REBAR 0 240 O.C, AND FOOTINGS 1. SITE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS 1X6 LET -IN BRACES, EACH SEARING -------------------------- 2-ad W/OOWELS TO MATCH NEW REINF. SIZE/LOCATION. OTHERWISE NOTED ON PLANS): (PRE -DRILL HOLES FOR NAILS) 20 0 1600C (SEARING WALL) SUPPORTING A MAXIMUM OF ONE EUGINEERINI NOTESFLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OT A F 10 FEET " _2X4 0 16"OC (NON -SEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET kR_L aTL L 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL 2X6 0 16"OC (SEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A 1. STRUCTURAL STEEL SHALL CONFORM To STANDARD SPECIFICATION FOR ENGINEER. ROOF $HALL HAVE A MAXIMUM HEIGHT OF 10 FEET. STRUCTURAL STEEL FOR BRIDGE$ OR BUILDINGS A.S.T.M. A572 GRADE 50 OR DUAL 2X6 0 16"OC (NON -SEARING WALL) MAXIMUM HEIGHT IS 20 FEET GRADE STEEL. 2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN 2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED- DOUBLE 2, FABRICATION SHALL COMPLY WITH THE LATEST A.I.SC, SPECS, CONSIDERED BY THE STRUCTURAL ENGINEER. TOP. PLATES SHALL ALWAYS BE SUPPIPORTED BY A ROOF OR CEILING DIAPHRAM. 3. 7 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING, TEMPORARY 3, SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF OUNLESS OTHERWISE NOTED. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-30 SUPPORTS ETC.. IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR, AND HAS NOT FRAMING. SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FOR THE'lSTABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF FRICTION TYPE AND THERE SMALL BE NO PAINT, OIL, LAQUER OR GALVANIZING, CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320-11.9 & -10) BETWEEN THE 0NTACT SURFACES, HIGH TENSILE BOLTS SHALL CONFORM TO INSPECTION/OBSERVATION OF THE ABOVE ITEMS. NOTCHING MAXIMIUM: 20% OF WIDTH ON BEARING WALLS; A.S.T.M> A-325 OR A-490. 40% OF WIDTH ON NON -SEARING WALLS 4: ALLOWABLE SOILS,. PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A $OIL$ BORING MAXIMUM: 4OV* OF WIDTH ON BEARING WALLS 5. PIPE, COLUMNS $11ALL CONFORM TO A,SJ,M. A-53 GRADE 8 REPORT IS PROVIDED. -SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE 6Vo OF WIDTH ON NON -BEARING WALLS. COMPACTED TD-A MINIMUM OF 90X RELATIVE COMPACTION PER U.B.C. NOTE. A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. & STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A.S.T.M. A-501 OR A-500 SOILS REPORT BY: GRADE 8, 5, DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL JOB NO. OVERLAP AT CORNERS. 7. WHERE FINISH IS ATTACHED To STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"o 6. WALL BRACING SHALL BE PROVIDED PER UBC (2320.5.1) PROVIDE iX6 LET -IN WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS, SEE ARHITECTURAL DRAWINGS FOR FINISHES, SLRQM� y!Af fR AL S 3QLS BRACING (0 APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE- S. REAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTIONS" AJ.S.C, INDICATES SHEAR WALL TYPE & LENGTH. SEE FOUNDATION & OR FRAMING PLAN AND PART 4, TABLE 1, USING 3/4" DIA. A3017 BOLTS (M.8^)- SHEAR WALL SCHEDULE FOR Type, 'SILL BOLTING, SHT-O., ETC. NOTE- FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED HEAD WEDGE ANCHORS" (C80#1372 THE 1. FLOOR SHEATHING (MIN) 5/8-STRUCTURAL I T & G PLYWOOD PANEL INDEX NO- 9. OPEN WEB JOIST$ SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST SAME SIZE & SPACING AS SILL BOLTING (MIN 7 1/2" EMBED). INSTITUTE". 32/16 WITH EXTERIOR GLUE. USE 10d NAILS AT 6-OC AT ALL EDGES, BOUNDARIES, INDICATES POST SHEARWALLS & lOnOC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. aTBU 3 STRAP PER PLAN W1 MIN, POST SIZE/TYPE AS FOLLOWS U.N.O.: ALL EDGES BLOCKED AT DECKS. �HL�� JNG FULL LENGTH NAILS BEAM SIZE POST SIZE 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC, PROCESS AND SHALL 4*-0" MIN. LAP 4 X 14 & SMALLER 2 2X4 W/16d NAILS 0 12- O.C. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON -BEARING PARTITIONS- COMPLY WITH A.W.S, SPECIFICATIONS FOR WELDING AND FABRICATION, 6 X 12 t SMALLER 3-2X4 W/16d NAILS 0 12" D.C. BEARING WALLS 4 X 16 & LARGER 4X4 .3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BE 2. WELDING SHALL BE PERFORMED By CERTIFIED WELDERS WHO ARE APPROVED BY DOUBLE TOP PLATES ,6 X 14 & LARGER .06 WHICH ARE PERPENDICULAR TO JOIST$, THE LOCAL AUTHORITY, 4. FRAMING AROUND' OPENINGS' TRIMMER AND HEADER JOISTS SHALL BE DOUBLEDSEQUIREMENTS. SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE AND SUPPORTED BY HANGERS PER CODE (UBC 2320.8-4). 3, ALL FIELD WWISEELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (1701.5-5) 'TL RUNLESS OTHERNOTED, POSTS ARE TO CONTINUE DOWN TO FOUNDATION. FR NQ-ROOF 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U,N.0, 1. ROOF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH 5, A CERTIFICATE OF FABRICATION FROM THE SHOP, PERFORMING WELDING OR A EXTERIOR GLUE, USE 8d NAILS AT VOC AT ALL EDGES, BOUNDARIES AND SHEAR REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. PRIOR TO FRAMING APPROVAL, 4'-0" MIN, LAP 2. FRAMING AROUND OPENINGS:TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE. S. USE E7018 ELECTRODE W/201-# TOUGHNESS FACTOR, DOUBLE TOP P. 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U-8-C- (90VO) QU"N (PER TABLE 23-[V-J-3) QBA "IN _bQT_E$ RELATIVE� NQ- COMPACTION MINIMUM. - - - - - - - - - - - - - 2. THE SOIL$ ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF 1. CEILING JOISTS SHALL BE 2X6 016"O.C, (MAX SPAN-15--9-) 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING. CONCRETE AND SHALL VERIFY THE SOIL BEARING PRESSURE TO BE 1000 PSF MIN 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE OR PER THE SOILS REPORT. 2. CEILING JOISTS SMALL BE 2X8 0160O.C. (MAX SPAN-20'-9") COMPACTION PER U.B.C. x -QfAa ON n_*Ansr- i tmrw flAmnarm SLAB WITH AA 0 2001C, E.W. 40 CENTER 3 ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THETYP. 8 16d OF SLAB' -OVER 2 INCH. OF SAND .OVER 6 MIL. VISQUEEN OVER COMPACTED SOILS LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE UiN.O. 1. BORING AND NOTCHING OF JOISTS $HALL BE AS FOLLOWS: IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS, (UBC2320-12.4) PERSON TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A BORING -MAX. DIA. OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED'OEPTH OF JOIST Q8&RA_.QL_ NOTES PERSON SHALL BE REQUIRED To DESCEND SHALL BE MADE WITHOUT PROPER WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING -MAX. DEPTH AT ENDS PLATE SPLICE PERMIT. SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. No NOTCHING IS ALLOWED IN THE 1. MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 17. PAVING=.% CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON DEPTH. BE A$ FOLLOWS. 27. MIN TO $. THE'MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION SHALL BE AS FOLLOWS. THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST' 0 TH- 2. POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL 5/8" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH 21% MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES - SPACING NO CREATOR THAN 4 FEET 0,C. NOR FURTHER THAN 12" FROM CORNERS 2. WHERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS $HALL BE BOLTED 2-2x PLMS. SEE PLANS FOR (MIN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE TOGETHER WITH 1/2VA MACHINE BOLTS W/ WASHERS AT 2eOC STAGGERED- BOLTS FRAMING ANCHOR TOP AND SIZE AND RSFERENCS TO SPLICES FOR FURTHER BOLTING REQUIREMENTS SHALL BE RIET(GHfENEO PRIOR TO APPLYING FINISH MATERIALS. BOTTOM OF DOUBLE STUD FOR HEADER SIZE, SEE PLAN OR POST 2x CRIPPLES AT is* O.C. SMALL 'NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY DETAILED. SEE .6. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN� OF 4 INCHES WITH 3-16d NAILS MECHANICAL AND/ORELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, OR USE SIMPSON ST 2115 0 48 INCHES D.C. -4 ACCESSORIES, ETC. 4. CROSS BRIDGING OR 2X BLKG. SHALL BE PROVIDED 0 8'-0" 0/0, MAX. FOR ALL 7. PIPES MAY PASS THRU STRUCTURAL CONC, IN SLEEVES, BUT SHALL NOT BE JOISTS AND RAFTERS MORE THAN 8" IN DEPTH EMBEDDED THEREIN. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL 2X STUDS 0 8. PROVIDE 3/4�' CAMBERS AT ALL EXPOSED CORNERS SUPPORTS. II 0. EMW=WLT_ING 16d 0 12' O.C., JII�=PROVI,, SIMPSON A34 FOR 2XOI� 2. SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CUPS OR STAGGERED PLYWOOD FIRE BLOCKING AT CEILING GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE WHERE LINE AND NOT TO tXCEED STUDS AND A3&FOR 2x6 STUDS. F! I NISREi AND SLAB DEPRESSIONS. SCHEDULE ReAdGlERIEC O.C. ------ OCCURS __l I 6d PER E-N a,-O" D.C. EACH SIDE 10. LOCATION OF POUR JOINT AT SHEAR WALLS ­S SHALL BE APPROVED BY THE: STRUCTURAL ENONEER. 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR To APPLICATION OF PLYWOOD, PLASTER FgP'NAILING SEE GENERAL +-USE 2-2x JAMBS FOR 410 AND 64 AND LARGER HEADERS ETC. f I STUD FOR INTERIOR WALLS END POST AT PLYWOOD SHEAR 2 STUDS FOR EXTERIOR WALLS PANEL WHERE OCCURS W/ E.N. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL UNLESS NOTED OTHERWISE 1. UNLESS., OTHERWISE NOTED ON PLANS CONCRETE $HALL BE TYPE I WITH A BOLT DIAMETER. NOTE MINIMUM b0iIPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. CEMENT SHALL CONFORM TO A.S,T.M'. CX-150- FINE & COURSE AGGREGATE SMALL CONFORM TO LU-MNR r LG. BLOCKING01 TOPS POST WHERE STUDS SHOW TO ARE FOR INDICATION ONLY. ACTUAL LOCATION SUIT A.S.T�m. c33. BOTTOM, & M(D-HEIGHT OCCURS CONSTRUCTION REQUIREMENTS, MAX. SWING AT IS" O.G. 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SMALL NOT EXCEED 19%. & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMAN$ ASSOCIATION-) t-REWFORCING STEEL, #3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER TYP. STUD WALL INTERSECTIONS TYP. WALL FRAMING A;S.T.M. A615. A NO RODS SHALL BE USED FOR ALL WELDING OF STUDS 4 PLATES ----------------------------------- NO.2 -2. LOW HYDROGEN JOISTS & RAFTERS REINFORCING BARS. 2X4 TO 4X4 INCLUSIVE ------------------------------ NO.2 M 2X6 TO 3X16 INCLUSIVE ----------------------------- NO.2 2- 16d 3. 'TSARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN FOR SIZE AND SPACING OF SrAGG5R PLYWOOD JOINTS 16d 0 12", STAGGERED = USE � MEMAM RAFTER REINFORCING SHALL-'HAVF_ A -MINIMUM SPLICE OF 50 BAR DIAMETERS, LAP IN , SEE PLAN BEAMS JOIST OR - MIN. EDGE DISTANCE JOIST OR RAFTER MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.. 4X ------- ---------- 7-7 ------------------ �-----NO.2 FOR NAILS ------------------------------------ NOO BOUNDARY NAILING (S.N.) -UPPER PLAM 4" WIDER THAN SX OR LARGER 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES POSTS ALONG CONTINUOUS LOWER PLATE MULLIONS PANEL EDGES SHALL BE APPROVED BY THE STRUCURAL ENGINEER. 04 SMALLER ----------------------------------- NO.2 N0.2 2X STUDS 0 16' O.C. ----------------------------------- 5. SPLICES4X6 LARGER- IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 6X6 LARGER� --------------------------- ------ -- NOA 4 FEET UNLESS OTHER WISE NOTED. MISCELIANEOUS LUMBER PARALLEL BLOCKING.FURRING. Ere ------------------------------- NO.3 TYPICAL INTERMEDIATE 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SIZE AND DECKING & SHEATHING NAILING (I.N.) NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A 2X,3X,4X ----------------------------------- COMM'L DEX. FLOORS-104 0 loll O.C. MINIMUM PROJECTION EQUAL TO STANDARD LAP SPUCE UNLESS OTHERWISE NOTED. 2� ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS ROOFS- 10d 0 12" 04- 1.64 0 lir, STAGGERED 7. ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SMALL BE SECURED IN GRADE SHALL BE PRESSURE TREATED DOUG FIR. THAN 4 FEET FROM +--JOIST OR RAFTER PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. I -V$(*) OF/DF EDGE NAIUNG (E.N.)- UPPER PLATE 4" WIDER THAN 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F LOWER PLATE S. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE: BELOW GRADE UNFORMED) - CLEAR (Fb=240OPSI, Fvt-M PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR ( GLUE UNLESS OTHERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR -2X STUDS 0 16' O.Ce BELOW GRADE (FORMED) -------------------------- 2" CLEAR EACH GLu_LAm BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND 2 X 3 FLAT BLKG. AT L­ LO DIMENSION OF PLYWOOD WALLS*� ------------------- w ------------------- It' CLEAR APPROVED BY THE BUILDING DEPT. PRIOR TO ERECTION, [(*) USE V8 FOR W. UNSUPPORTED EDGES. (REO'M To RUN PERPINDICULAR TO ONLY WHEN CALLED FOR ON COLUMNS --------- -------------------------- I -W-CLEAR BEAMS AND V4 FOR SIMPLE SPAN$ BEAMS) PLANS) JOISTS BEAMS AND GIRDERS ----------------------------- I .5"CLEAR MIN. SHEATHING SIZE TO BE PERPINDICULAR STRUCTURAL SLAB (ABOVE GRADE) -------- ------------ 3/eCLEAR 4e ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74 NOTE- PLYWOOD TO BE V-0" X 4*-W INSPECTED PRIOR TO COVERING 9. NUMBER,5 OR LARGER REINFORCING BARS SHALL. NOT BE RE -BENT WITHOUT JOIST TO NON -BEARING WALL APPROVAL OF THE STRUCTURAL ENGINEER, PLY WCOD' LAYOUT Wt' MAlt W'UVM VX4.V- ON FRAMING PLAN NOTES: 1. ALL PIPE SLEEVES TO BE 2 LARGER THAN PIPE. 2. FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTINGS, STEP FOOTINGS PER OF -TAIL (No PIPES ALLOWED IN FTGT 3. PLACE CONC. FILL AROUND SITE1 SLEEVES BEFORE POURING FTG- PRO VIDE 2" CEMENT DRYPACK IF 2 PLACED UNDER EXIST. FTG.--i ;1) 91, d 'd' = PIPE --:P PROVIDE SLEEVES SLEEVE DIAMETER FOR ALL PIPES. - PIPE TRENCH 171 z 5 TRENCH SHALL NOT UNDERMINE WALL FTG.- 50% COMPACTED . SACKFILL 0 TRENCH EXCAVATION NOTRENCHTRENCH PARALLEL TO FOOTING BELOW THIS v-er mird LINE -q -NO SLEEVES SHALL PENETRATE FOOTING BAR S I Z E S L 4o lol CONCRETE + T SO 'D' MASONRY amm, MORWIRli I _1__j HEADER ::7� 2X, BLKG. 2X TRIMME U.N-O 4X END POST- & HOLDOWNS HOLDOWN PER PLAN__ 12 3 l 4-= e- MAX!, SHEAR PANEL ELEVATION 6 MIN. I r __ 11 U 04 ` 1 N, 0 NOTES: �z/sd MAX. 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION, 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. q- NOTCH IN STUD I M*xd BORED HOLE -------L4O NOTE: BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION NON -BEARING PARTITION TYP. STUD NOTCRWG BEAM EXTEND INTO Wh FULL WIDTH 0 MOS U.N.O. 16d AT 12' EA. - SIDE/ EA. CRIPPLE SILL PLATE BOLTING (OR NOTES: SOLE PLATE NAILING AT I e WHERE BEAM INTERCEPTS TOP PLATE UPPER FLOORS-) SPLICE USE ST6236 m FULL 5EI"GHT" ^OASLL (4) 16d EA, SIDE 2X STUDS I So O.Ce ig__mw#lmlM (2) 2X CRIPPLES TYP. 0 SEAM OVER,$" OEM, USE 4X POST U.N.O. ON PLANS (CRIPPLE OR P40ST TO BE FULL WIDTH ON SM.) 2. BMV PO . CANE.P.0 OSIT ON TC�OP PLATE ABOVE W/ R F`4 TYP. BEAM TO WALL SHEAR WALL SCHEDULE 1997 U.B.0 Iii WALL TYPE SILL NAIUNG 0 UPPER STORIES 7/8"STUCCO OVER PAPER BACKED LATH w/i6 cA STAPLES AT 6�Vc. AT Top & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICSO REPORT No.1318, AUG. 2002) OR (ICSO REPORT No. 1254, MAR 1990) NOTE 4 AND -9 BELOW' 8"PLYWD STRUCT 11 OR STD SHTG WITH 84 'NAILS 0 6"O.C. AT EDGES 12" O.C. FIELD 2.3-11-1-1 UBC) NOTE 1. 9, 10 & 11 BELOW _tABLE 3/'0 t-LYWD STRUCT It 0 STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES 12" O.C. -FIELD i(TASLE 23-11-1-1 UBC)9. 110 & 11 BELOW-__ /s pLyWD STRUCT it OR STD SHTG WITH 8d NAILS 0 4"�O.tAT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 USC) NOTE 1. 3. 5, 9, 10 & 11 BELOW, PLYWD STRUCT If OR STO SHTO'WITH 8d NAILS 0 3" O.C. AT EDGES 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5. 6. 9, 10& 11 BELOW. ICT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES 12 O.C. FIELD UBC) NOTE 1, 5, 69, 10 & 11 BELOW waluffA mull ,xk IcnagammamLlivo NOTES: 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST-8E 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING BLOCKED WITH 2X SOLID BLOCKING FOR WALL.TYPES 3-INCH NOMINAL OR WIDER & NAILS $HALL BE FOOTINGS TO HAVE 7/32- SHOT PINS AT 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. & 48"O,C. RESPECTIVELY: IZ HILTI IC80 REPO PLYWOOD IS APPLIED ON BOTH FACES OF A No.2388,,NOV 1995 OR RAMS&/REDHEAD IC80 2, WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING It LESS THAN 6 "O.0 ON REPORT No.1639, DEC 1995 To BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9. USE 2 1/2" x 2 1/2" x 3/1 V' PLATE BOLTS� (I.E. HALF THE O/C SPACING) ON DIFFERENT. FRAMING MEMBER$ OR FRAMING SHALL WASHERS. 'RE 3- INCHES NOMINAL OR THICKER & NAILS ON 3, USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED, 10. USE COX. CC OR STD SHTG IN LIEU OF SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY� 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE STRUCT, If PLYWOOD. ALL PLYWOOD,SHALL BE DOUGLAS FIR. OlrHER.SPECIES MAY REQUIRE 10".A.B.'S 0 4811O.C. UNLESS OTHERWISE CHANGES. 4. PAPER BACKED SELF FURRING EXPANDED METAL NOTED ON PLANS. LATH WITH ICBO APPROVAL 11. AT EXISTING FOOTINGS USE REDHEAD WED MPLY GE ANCHORS TO COWITH SILL BOLTING. IC06 #1372 MINEMBED 7 1/2*�_. 0 DATE 3 24-ni; SCALE OTED11 DRAWN . BY LP_ JOB NO 0 5 SHEET 5 OF SHEETS 'RIVERSIDE ,BLUEPRINT- RIVERSIDE, CALIF. Bit PR PLAN, I!1'' t?t)W .S l� 2" .C. 1N 2X P.T.D F`. Sill. P 2x P.T.D.f, . PL.WALL — - ----- �IItvG � 8� ,.0� . a 29 O � Fi5 NG �+wcw. '!VA}4 L 14OIAOWN SEE S. . yg�ffi �x TRIMME PLAN FOR SPEC EN. ggp� �A $ G¢e ROW, CONC. Sim DRILL HOLE # /8 —� _. SAE SIZE l.S PER OVER DIA OF B 6 24 MI PAC r • eOLTII�c PER :FILL W/SIMP. EPDXY ET 22 1'l GS c. PER NI GROUTor A 'All CC^GAFF'i` BELOW -•- SEE z,zp —� PLAN FOR SPECIFIED SEE PLAN FOR MONO-2x MUC3SIi t r z SPECIFICATION0--P1JUR F B TIED IN PLACE �PRIOR. MQIST. P To POURPRW " W FO0'nNG INSPECTIM SEE NOTE ONAN CONT. FWTING ExI� tX1TiNN� W/1 ,' TOP & STAA. 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N a a i- ... ... a OF SHEETS i � f MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowdse 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or ini#ial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: c 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Voiue. X * 150(c): Minimum R-13 Wail insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). X * 150(d): Minimum R-13 raised floor insulation in framed floors. X 150(1) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: insulation specified or installed meets insulation quality standards. Indicate type and form. X 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) hove label with certified U-foctor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor borders mandatory in Climate Zone 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metal or gloss door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling foods calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(11): Setback thermostat on all applicable heating and/or cooling systems. X 1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) . 3. 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. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. X * 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section 601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable re *cements of UL181, UL181A, or U11818 . If mastic or tape is used to seal openings greNe than 1�4 inch, the combination of mastic and either mesh or tope shall be used. Building cave ies sholl not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity, ventilating systems serving conditioned space have either outomatic or readily accessible, X manually operated dampers. 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool, system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)l.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 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. X 150(k)2.: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the altematives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X c14.8 General Requirements 05.8.1 Notes to be placed on the plans: c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. 07.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCES RESIDENTIAL Page 1 CF-1R Project Title,,.,,,.... PROPOSED BOLANOS RES Date,.04/26/05 10s44146 Project Address........ 1209 ENGLISH STREET wwwwwww _____________________ SANTA ANA *v6,01* I' __ } Documentation Author,,, Christopher S. Leighton wwwwwww I -uil in �it # } Terry Engineering I __serw 13691 Red Hilt Ave, I an C eck /^ ate I Tustin, CA 92780 I - w1 (714) 838-1124 1 Field Check/Date I Ctimate Zone.,......... 08 _____________________ Compliance Method...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc. I MICROPAS6 v6,01 File-SO502960 Wth-CTZ08S92 Program -FORM CF-iR I I User# _-MP0206 User Terry Engineering _ Run -PROPOSED -_______ PROPOSED BOLANOS RES I ______ GENERAL INFORMATION Conditioned Floor Area..... 1357 sf Bud ding Type .............. Singte Family Detached Construction Type ......... Existing Ptus Addition Building Front Orientation, Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Ftoor Construction Type.... Stab On Grade Glazing Percentage......... 15, 3 Y. of floor area Average Glazing U-factor... 0.99 Btu/hr-sf-F Average Glazing SHGC...,,.. 0.74 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Roof n/a R-19 R-n/a R-19 0,051 Existing Attic New Attic Cell Watt n/a R-0 R-n/a R-0 0,386 Existing Ext W Watt n/a R-13 R-n/a R-13 0,088 New Ext Watt Watt n/a R-13 R-n/a R-13 0.083 New Gypboard W Walt n/a R-0 R-n/a R-0 0.322 Existing Gypbo Door n/a R-0 R-n/a R-0 0,330 Exterior Door StobEdge n/a R-0 R-n/a F2-0,720 Covered SlabEdge n/a R-0 R-n/a F2=0,550 At Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation ____________________ (sf) Factor SHGC Shading _______________ Shading Fins Window Front (W) _____ 13.5 ______ ______ 0,990 0,740 Standard ______________ Standard ----- None Window Front (W) 13.5 0,990 0,740 Standard Standard None Window Front (W) 13,5 0.990 0,740 Standard Standard None Window Front (W) 13.5 0.990 0.740 Standard Standard None Window Right (S) 13.5 0,990 0,740 Standard Standard None CERTIFICATE OF COMPLIANCES_ RESIDENTIAL Project ____-r_lPage Title.......... PROPOSED BOLANOS RES -------- ____CF-1R Dote- 04/26/05 101 441 46 i MICROPAS6 v6,01 Fite-SO502960 Wth-CTZ08S92 Program -FORM CF-iR I I User#-MP0206 User -Terry Engineering Run -PROPOSED BOLANOS RES I FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Right <S) 13.5 0.990 0.740 Standard Standard None Window Right (S) 13.5 0,990 0,740 Standard Standard None Window Right (S) 18.0 0,990 0.740 Standard Standard None Window Back < E) 14.0 0. 990 0,740 Standard Standard None Window Back (E) 14.0 0.990 0.740 Standard Standard None Window Back (E) 13.5 0.990 0.740 Standard Standard None Window Back < E) 13.5 0,990 0,740 Standard Standard None Door Back (E) 40.0 0,990 0,740 Standard Standard None SLAB SURFACES ------------- Area Stab Type (sf) ________________ ------ Standard Stab 1357 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type Furnace 0,780 AFUE n/a Attic R-4.2 No No SetBack ACSpllt 10.00 SEER No Attic R-4,2 No No SetBack WATER HEATING SYSTEMS Number Tank External In Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R-value Water Heater to meet minimum CEC Standards CERTIFICATE OF COMPLIANCES RESIDENTIAL Page 3 CF-1R Project Title PROPOSED-BOLANOS-RES-�Date.,04/26/05_10144146 - i MICROPAS6 v6,01 File-SO502960 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED BOLANOS RES I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance Lists the building features and performance spec I f I cat I ons needed to compty with Title-24, Parts 1 and 6 of the California Code of Regutations, 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 Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name,,., - ___________ Name.... Christopher S. Leighton Company. BOLANOS FAMILY Company. Terry Engineering Address. 1209 ENGLISH STREET Address, 13691 Red Hill Ave. SANTA ANA CA 92703 Tustin, CA 92780 Phone... (714) 972-9047 Phone,,. (714) 838-1124 License, ------------------------- Signed -4 ___________________ _ _ Signed.. _ -- (date) - C Mate) - ENFORCEMENT AGENCY Name, . , . ------ T°ernt �in4LrL __ T i t te, .. _13691 RRLtLastmue- Agency, , ________T"tf��'�TQ___ 714-8384124 Phone... _ ------------ Signed.. - ---------- UPON COMPLETION OF CONSTRUCTIONS CONTRACTOR SHALL OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION ATS www. energy, ca.gov/titte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION, r, .rt.. r` n / CJ Z / W W Z _0 J Z W S: r. Q W E/ H No. 17014 * Exp. 3-31- � OF CALF V 0 I-- 0 � W � -1W, 0 V)d ry W Ui ., � r) r-) C, < �coZQ C0 W W 0(j�,�Q n o Z 0 Q ry V) n 0 W L1! � Q � d 0 Z r Dote: 04-26-2005 stole: AS NOTED Drawn: CL Checdwd: JT Plot Data 04-26-2005 Job No: 050296 sheet T 24,