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HomeMy WebLinkAbout10150688.pdfm WINDOW AND DOOR REQUIREMENTS 94'-0" A: ALL WINDOW ARE NOTED BY WINDOW SCHEDULE IN PLAN AND ELEVATIONS, WITH SPECIFIC MANUFACTURER SELECTION BY OWNER AND/OR CONTRACTOR. CONTRACTOR MUST VERIFY ALL REQUIRED ROUGH FRAMING OPENINGS, H.- BEDROOMS AND SLEEPING AREAS MUST HAVE AT LEAST ONE WINDOW WITH A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR WICH WILL MEET LOCAL CODE EGRESS REQUIREMENTS, C: ALL WINDOW, PATIO DOORS AND DOORS WITH GLASS SHALL BE DOUBLE GLAZED, INSULATED UNITS WITH WOOD OR ALUMINUM FRAME CORE INSULATED STEEL, DOORS UNLESS OTHERWISE NOTED. E: ALL WINDOWS BETWEEN GARAGE AND LIVING AREAS SHALL BE ONE HOUR FIRE RATED ASSEMBLIES WITH 1 3/4 SOLID WOOD CORE (OR CODE APPROVED EQUIVALENTS) WITH SELF CLOSING MECHANISM. CONSTRUCTIONALL NELLI .: DONE • .Mr♦ CALIFORNIAN :. LOCALMECWANICAL AND ELECTRICAL CODES, AND ALL v►r •r ALL WORK SWALL COMPLY CALIFORNIA IBUILDING STANDARDS CODES FOUND IN TWE STATE OF CALIFORNIA TITLE 24, NOTES A WOOD CONSTRUCTION SHALL COMPLY WITH CODE •SEC, 2320 AND MINIMUM NAILING WITH CODE TABLE B.- WALLS WITH PLUMBING WILL BE 2X6 STUDS. EXISTING 2X4 WALL PROPOSED NEW 2X4 WALL REMOVEDWALL TO 5E PROPOSED It-o" (N)ALSL ELECTRIC &--bo x 4+_b❑ P. MASTER IBEDROOM LANDIN* SEE rOUNPATION 0 T coau,� R N EX, 40 GAL, WATER HEATER NEW os� Q etasFl EX. LAUNDRY x -M it LJ /1"'ii 2411 EX. D T HED C;VM13U'5TI5I..� P" IATfEKIAI~ IF THF: T" F'ROJfK;T INTO TH _ e G aft SETE3ACK AREA FROM THE PROPERTY LINED - o Q x PROJECT DATA : , � � � ;' r • r EXISTING HOUSE \_ PORCH\ \ L 25'-0" 50' FL 11 9� A --u ORANGE11-11 ITE PLAN 1/6 • A mmmml. -0n EX, roc. MOOR ATE4 t— . I js�- TW c( TO BE pt is Q x (EX.) ALSL Ea' -Eau x 4'-6n n u o 0 0 _2r4ir EX. WINDOW TO ME REMOVED NEW 30"x 30" TTIC ACCES PROV115E NEW CRAWLSPACE ACCESS EX, BEDROOM 02 X EX. BEDROOM #I ro ex. aTr�c «, r ocn X"' EX, 5ATH 4 3: U OOQ _�p� PC. WALL UNIT f{SRNMrE V ° EX. DINING ROOM 4 d x _ Ex. WINDOW TO BE EX, WINDOW TO BE REMOVED REMOVED I, EXTENSION TO I I EX, DOOR DINING ROOM � I TO BE I I REMOVED J l{ II 3'-0" X 5'-4" (N) 3,-0ll X V-41. i (N) ALSL ENTRY DOOR (N) ALSL I fD,NEIU PORCH I — — — — _... — — — — — — -- L _t EX, LIVING ROOM 114 —{ GAS J METER x .12 1� >., TITLE SHEET 1 ry, i i r L, R* ICI I SITE "+rr LAN I FLOOR FLAN 2 3 ELEVATION ROOF PLAN FOUNDATION 3 FRAMING PLAN 4 ELECTRIC FLAN q � 5 GENERAL NOTES I • ,.r DETAILS 1 TITLE 24 REVISIONS I SY 9 M A !2 5L,,-' _ r� JllLiLil - - SOUTH ELEVATION ALL NEW WINDOWS, DOORS, ROOFING, WOOD AND ALL EXTERIOR ELEMENTS TO MATCH EXISTING. MATERIAL:ROOFING ROOF TILE: EAGLELITE ♦ P... i: PRODUCT No,515 TERRACOTTA s r 12 I EXTERIOR FINISH: 'THREE COAT STUCCO SYSTEM I _ , (1/ " STUCCO OVER LATH OVER I I I I D IBUILDING PAPER) COLOR AND 1 i l I 71 111 71 71 7 i i 71 1 i i 71, i1 Ti �l TEXTURE TO MATCH EXISTING. Lu I! it II IE I{E II II E1 r II II 7-1 II II €I II II I I iII I!II AI fl .I Il 11 II II EI III -IIII ,I{II III I{I II 1I 1I !i Il �1I 1- 1I 1I III! iI iI Ii I iI tI II II ,IIiI IIII III II II itI iIiI 1i1 lI lI __.II_II N ii u i i E i u i i )t ROOFING: EAGLELITE CONCRETE TILE WITH TWO LAYER OF 15 LIB, FELT 1111 '� chi f MIN. 5.5 LIB.F'ER SQ,FT. (P 015L. VANE, SLIDERS, ALUMINUM FRAME .TO MATCH EXISTING. 4 .�- / � C� 4 DOORS: r f r l r r NEW DOORS TO MATCH EXISTING, cq 0 F911 Cat � 5- FOUNDATION VENT: UNDER FLOOR VENTILATION •-- CRAWL SPACE I SQ,FT, FOR 150 SQ,FT,(TYP)> ACCESS I6X24 NORTH ELEVATION WEST ELEVATION EAST ELEVATION Po- 24" SEMICIRCLE ROOF VENTS, mob CHECKED SHEET NO, I REVISIONS I —ey7 I! SHEAR WALL SEE PAGE 5 FOR SCHEDULE (EX,) AL$L ,rI 0 -&ll x 4'41 21411 4:x 0 2411 x EX, CEILING JOISTS m ` �119 4X6 J .49 \ltj 4)(KI?,IGf-C*T /,/ y SUPPORT KIMC, POET 6 Aeo o C, pL 14 N 2x8 cirmuN,:-i jtQws AT Igo" O/C v 4X4 2X6 RAFTERS 2X6 RAFTERS AT 16" O/C I"-- AT 16" O/C EX, HIP X6 RAFTERS T 16" Olr- x 4X4 4X 31-011 x 41-611 31-011 x 414" (N) AL �N) ALSL ro RAFTERS 2X6 RAFTER6' 0 AT 16" o1c 414 AT Wo" O/C KING POST 3 1/2 if X 14 F,S-L, 12x 4X4 POST 1 0 -2' FLUSH 15EAM 4X4 POST w/Plr-1 _I2 CALIFORIIA FRAMING 2X6 RAFTERS 2X6 RAFTERS AT Iro" Olr- AT 16" 01C 4X4 KING PO T 3 1/2 X 14 P,S,L, FLUSH eEAM, w A As L. 14 m I 2X6 AFT w— F---m AT I(o O/C JFOR� IA FRAMING ryr CEILING JOISTS M EX, 2X RAFTERS 6 -611 x 5 t-61f (EX,) ALSL 1 2x RAFTERS ry THE FOLLOWING IS A LIST OF PROCEDURES TO ACCOMPANY STANDARD BUILDING PRACTICES AND SHOULD BE FOLLOWED DURING THE FRAMING OF THE STRUCTURE - A, -ALL FRAME WALLS SHALL HAVE STUD FRAMING PLACED AT I6"01C, 1EXCEPT WERE NOTED OTHERWISE, 5.-TOP PLATES SHALL BE DOUBLED ON ALL WALLS EXCEPT WERE NOTED OTHERWISE. C.-JACK STUDS UNDER ALL HEADERS SHALL BE CONTINUOS TO THE SOLE PLATE. O,-OOUBLE JOISTS UNDRE ALL WALLS PARALLELL TO JOISTS EXCEPT WERE NOTED OTHERWISE. ALSO UNDER KITCHEN CABINETS: AND BATHTUBS PARALLEL WITH JOISTS. BLOCK ALL STUD WALLS AS REQUIERED FOR SHEATING. PROVIDE SOLID BLOCKING BETWEEN AL JOISTS AND RAFTERS AT SUPPORTING WALLS AND BEAMS EXCEPT AT RIM JOIST. tit E.-DOUBLE RIM JOIST AT ALL WALLS PARALLEL TO JOISTS, F.-EIFAMSGIROERS AND JOISTS SUPPORTING BEARING WALLS OR CONCENTRATED LOAD$ SHALL NOT BE NOTCHED OR DRILLED WITH HOLES LARGER THAN I" IN DIAMETER. ,G.-ALL RAFTERS SHALL BE NOTCHED TO PROVIDE FULL BEARING AT SUPPORTS. H.-THE ENDS OF ALL JOISTS SHALL BEAR ON NOT LESS THAN 1 1/2" ON (WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY.THE ENDS or- ALL BEAMS OR GIRDERS SHALL BEAR NOT LESS THAN 3", I. -LAP ALL JOISTS 43" MINIMUM (24" MAXIMUM) AT ALL INTERIOR BEARING SUPPORTS. J,-MUD SILLS AND LEDGER BOARDS AT CONCRETE WALLS SHALL HAVE ANCHOR BOLTS OF THE SIZE AND SPACING SHOWN ON THE ORAWINGS.EACH BOARD SHALL BE SECURED WITH AT LEAST 2 BOLTS AND EACH BOARD SHALL HAVE A BOLT WITHIN 12" OF EACH ENO. K,-PROVIDE DOUBLE FRAMING AT ALL ROOF AND FLOOR DIAPHRAGM PENETRATIOW, UNLESS NOTED OTHERWISE ON PLANS. L.-CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY JOINED TOGETHER. M.-ALL ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED ENGINEER FOR THE TRUSS MANUFACTURER. SUBMIT SEALED TRUSS ENGINEERING DRAWINGS TO THE LOCAL BUILDING DEPARTMENT INDICATING ;BRACING ETC,, THAT MAY BE REQUIRED, N.-ALL WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH A WATER BORNE PRESERVATIVE. 0.-ALL MECHANICAL (HOLES THROUGH ANY STRUCTURAL MEMBER SHALL BE AT THE CENTER LINE OF THE MEMBER IN COMPLIANCE WITH THE LATEST EDITION OF THE WOOD STRUCTURAL DESIGN DATA SPECIFICATIONS. 'P.-ALL SLABS AND GRADE SHALL BE REINFORCED WITH roXro 10/10 WELDED WIRE MESH, GAS METER 4 x 41 EXISTING FOOTING NEW 16"X 24" CRAWL SPACE ACCESS — — — — — — — — NELLI FOOTING IV, V, v FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE CONCRETE WITH we" DIA, STEEL BOLTS trml`115EDED AT LEAST I" INTO THE CONCRETE AND SPACED NOT MORE THAN,61-o" APART.THERE SHALL BE A MINIMUM OF 2 BOLTS PER PIECE WITH ONE BOLT LOCATED A MAXIMUMOF 12" FROM EACH END OF EACH PIECE.A PROPERLY SIZED NUTS AND WASHERS SHALL BE TIGHTENED (PRIOR TO APPLYING WALL COVERING) ON EACH BOLT TO THE PLATE,FOUNOATION PLATES AND SILLS SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION 23114 OF THE 2001 C.B.C. CONCRETE I. -ALL CONCRETE FOR WALLSFOOTINGS AND SLABS SHALL DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE 5TRENGHT OF 2500 PSI AT 28 DAY STRENaHT. 2:-ALL CONCRETE FOR GARAGE SLABS AND PORCHES SHALL DEVELOP AND MAINTAIN A MINIMUM COMPRESSIVE STRENGHT OF 3000 PSI AT 20 DAY STRENGHT, 3.-CONCRETE FORMS, SHORING AND POURING METHODS SHALL CONFORM TO ALL CURRENT PRACTICES ENDORSED BY THE AMERICAN CONCRETE INSTITUTION. ALL SLABS ION GRADE SHALL BE REINFORCED WITH (pXrp 10/10 WELDED WIRE MESH. 21-01# i 'dam 17- I> V T lQa,2 IN 2X6 F, J. —Mill 2X6 F, J. AT 16" 01C AT Wo" OIC IN > QI 1. 31 oll 110" Ito DK )'4\ > 45 n, <1 �j I 11,11, 4 > 4X& GIRDER > o N CONC. PAD AT <; (o' ro" APART v- - o v v CONC. LANDING J 1w W1 STEPS 4" BLWI MAX.THRESHOLD AX 314't-r.> OR C-r- PLYWOOD b > I>' ....... TONCiUr- AND GROOVE NAILED 'j LU/10d AT 10"O/C IN THE HELD - - - - - - - - - - - <) AND 6" O/C IN SDGIFS AND BOUNDARIES Typ) .... ....... NEW 18 X24" 71 ACCESS (TYf:') 7 x EX, 15"X24" .91 ACCESS (TYP) m I = X1 .9 LVII- u EX, 2X F, 1), EX, 2X F. J. l SaX12"OEep IN I CONIC, ON, PAD W1 X1 �-No 4 REBAR EACH WAY ML- - - - - - - - - - - - - - - - 3 NEW 18"x24"t > lro ACCESS (TYP) L d 7 7 16" 6Q,X12!'DEEP CONC. PAD W/ dA r --- - - - - - - 3-No 4 RMAR 41 ACH WAY d' I L EX. 2x F. J. fiL — — — — — — — — — — — --- ;r2 L#F* CHECKED Lu 9 �. I VZ 0", OE711 SHEET NO, 19 �m • ALL ♦ COMPLY SLEEPINGAND LOCAL CODE AND REGULATIONS, I. -SMOKE DETECTORS ARE REQUIREO IN EACH EXISTING ROOM AND IN THE HALLWAY AREA SERVING EACH SLEEPING ROOM _•—. EXISTING CONSTRUCTION. ARC FAULT CIRCUIT INTERRUPTER HARDWIRED y iir ♦ w 5A ;— ♦ Ir ALARM.SIMULTANEOUS INSTALLED5.-ELECTRICAL FIXTURES A15OVE LOCATIONSAND SHOWERS TO 5E WATERPROOF, RECEPTACLES INSTALLED IN THE FOLLOWING $HALL HAVE GROUND FAULT CIRCUIT INTERRUPTER _-. • ALL RECEPTACLES LOCATED IN eATHROOMS, yr y G • i • ♦ "' SERVING COUNTERTOP IN KITCHENSANO IN WET 5ARS WITHIN 1 OF A SINK, I.-OUPLEX RECEPTACLES SHALL eE INSTALLED IN ALL LIVING AND SLEEPING ROOMS 60 THAT NO POINT ALONGANY LENGHT OF ♦ 0 11OR GREATER 16 MORE THAN ro'-O" FROM ANY OUTLET IN ♦ SPACE, 8.-OUPLEX RECEPTACLES SHALL 5E INSTALLED IN KITCHENS AT EACH COUNTER SPACE 12" OR, r WIDER, AND •. y NO POINT n'.• ALONG • ANY LENGHT OF COUNTER 16 MORE THAN 4'-0" FROMANY OUTLET. 3.-ONE DUPLEX GF1 RECEPTACLE SHALL PROVIDED FOR EACH LAVATORY IN 15ATHROOMS, .. , —O• RECEPTACLE OUTLETS SHALL e SUPPLIED 15Y AT LEAST ONE 20AMP 5RANCH CIRCUIT, SUCH CIRCUITS $HALL HAVENO OTHER OUTLETS. 1O.-ONE DUPLEX RECEPTACLE EACH SHALL PROVIDED AT:FRONT OF DWELLINGREAR OF DWELLINGAND IN GARAGE, RECEPTACLE,5E PROVIDED WITH MIN. OF ONE DUPLEX 12,-PROVIDE POWER AND SWITCHED LIGHT FIXTURE IN ATTIC ADJACENT TO ACCESS PANEL, �► — a • - — ELECTRODE SYSTEM eOND TO GAS AN . ♦......... TER PLUMBING NOTES ALL PLUMBING TO COMPLY WITH LOCAL CODE AND REGULATIONS, I. -ALL WATER CLOSETS IN THIS BUILDING TO SE STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND MAXIMUM I,6 GALLONS PER FLUSH, 2,-CONTROL VALVES FOR SHOWER AND TUB/SHOWER SHALL BE THE PRESSURE BALANCE OT THERMOSTATIC MIXING VALVE TYPE. 3.-PROVIDE P4T RELEIF VALVE AT WATER HEATER, 4,-PROVIDE BACKFLOW PREVENTER AT ALL HOSE 518156, 5. PROVIDE RECESSED BOX FOR ICE MAKER LINE AT REFRIGERATOR SPACE, 6.PROVIDE RECESSED BOX FOR PLUMBING AT WASHER SPACE, l.-MECHANICAL VENTILATION, WHERE OCCURS AT TOILET COMPARTMENTS,BATHROOMS AND LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR MIN, SINGLE POLE SWITCH 110V DUPLEX OUTLET SMOKE DETECTOR HARD WIRED W/BATTERY BACKUP CEILING FIXTURE WALL MOUNT FIXTURE IIOV DUPLEX OUTLET GF1 �1 �1 FLUORESCENT FIXTURE ES EXISTING SMOKE DETECTOR IIOV DUPLEX OUTLET (A.F,C.I.) INSTALLATION HEIGHTS WALL FIXTURE CONVENIENCE OUTLET O - _ SWITCH 0a CABINET WALL FIXTURE >. SWITCH a _ CONVENIENCE OUTLET -� p TV OR PHONE ri (N)ALSL 6l_Ou x 41y®u (EX.) ALSL n LUQ�j tu V LL L u , ZCv Lu z 0 � Nwwhh yl da 40 ;i•l•� � 7 uj i I I II■ M y I I� ♦ AI I r , I , I'll, . . . , . .1 ." , 1. '. . 1; : ­ I , , ........ ... . , " " , ` * r . � . -, 0 11 011 I I 00 , "''.1 . , I ` � . _1- . � -.�--�..-�,.�.-.,.",.��,---',-.--;�,'*.-",.",.", _ , , . - �­ . ­:...­ . _' , ,­!, ,� I � � , 1­1111­ I'll . .. .... . .... .. .,.,..�l.,�,,,,���,-����,;:�-�,�,�...:-,.". ­ GENERA! �E ES . ,,�A ..NOTES . ­' , I I � IIIIIIIIIIIIIIII. I I - ­­ . �­_ - I , ­777!_ . I.. 1, I " .. - - I ­ 1­ - ....... ­­.­­ ... ­­:�__,: .... .. . .... ____ ', , '_ , _____ ....... _�­*'.­�-.�-­:.%' � �, ­­1 --��--l�-,.-,-,�-e-�,�,,�,..-.,.-.�-��,���-1- �, _ ­1111-1- '­ ­­.. I . ­ I . I . � hR-Y I � I I . . . . --- - . . . I , - � , I �, I—— .... 1.111,�,.�,�.-I'l��.,-.�.�1.11', 4-_;­­­ .... � . .. ....... ­­ 111.111-11 1.11. ­­.­....11_­,_"� ­,.." .�..".­;"4, ,:;­777777=,I11:".I!!,!. I ­_: ­_­­�­ ....... ... . I 11 1. _* ­ �_, �L.-' , I I I - � - TAB NNUW SCHEDULE (PER LE 23-11-8-1) . I . I . I I � I __ ,I!,. 1 7;-7777777� . I , � 1 !1,4, � .!I!�� III"�,�,�: , I ;!_;;,: .. I—— , I - � _ , 1-1 I..1.111­1 ­.­­­, ­­ `­­1 ­­ ­­11-­ 1. 17 1-.1.1.11171.11-1.1 .... ... "I . .... ....... ...... -....".,..-,-�.111,�,,��l,'�I I,.,.-,, --".��l".�.I.�.111.11"�,.�.-�� I . I , . ., ....... . � I . 1I nl.!� - - . , . . , * , I t, - EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE , I � BLOCK SHALL CONFORM TO A.S.T.M. C90, � GRADE N, UNITS. SEE, � 1. CONCRETE I ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. ' . . . .THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS'SHALL BE BOX OR � COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON . . . 7.1 . -- I'll � . , `.�;;, . I . 1. . .�' SHALL CONFORM TO THE LATEST COITION OF PLANS, WORKMANSHIP .& MATERIALS . � . I ,WIRE NAILS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED, SHEATHING . . I I . , - . I I I I . I I . I I �� . I . THE C.S.C., U.S.C.'OR LOCAL CODE I 1, � I 2. MORTAR BE AS FOLLOWS: Vm - I $00 PSI MIN, � . CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH . ow . � N - 1. �.. . ,� . I , �. , � 11 ­ . 3 . I ­ I 2. THE PLANS SHALL BE: REVIEWED FOR DIMENSIONAL & EXISTING SITE I PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED . THE SURFACE OF THE SHEATHING. I 6. == I \ ----, I , ` . ­ I -CON � FO , R I MANCE WITH THE BY THE CONTRACTOR 'PRIOR TO THE START OF . LIME JOISTS OR RAFTERS TO SIDES OR STUDS I I :1 ` - . dbN�,`MUtTi6tt THE ARCHITECT to ENGINEER SHALL BE NOTIFIED Or ANY DISCIR EPAN . CIE$. - I a. GROUT SHALL BE AS FOLLOWS: f*c = 2500 PSI 11 a INCHES IN DEPTH OR LESS ---- --------- 3-46d I _'_1-16d FOR EACH AODITIONAI� 4"DEPTH ADD -------- � -------------- I \- 2- #5 I . ... . , . I I . � I PAW PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT I � . I JOISTS OR RAFTERS AT ALL OWING . MIN. 1- #5 M � I . I *, I I - & WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. � TO ALLOW GROUT TO FLOW INTO ALL JOINTS. . Toe NAIL EACH SIDE­7 ----------------------- � I . , . 4., ITEMS IDENTIFIED BYTRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. . 4, CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN, UNOBSTRUCTED 'E . STUDS TO BEARING -TOE NAILS EA. SIDE --------------- 2-ad. I ftoCKING BETWEEN JOISTS/RAFTERS . , - I - L_ I . . , I I . I I OOK OF 3"X 3'� DOWELS FROM FOOTINGS SHALL BE: SET TO ALIGN WITH CORE I . TO THE jojsTs/RAFrCRs,ToE NAILS EA SIDE ---- � ��.j �_j / I I 5.. koTtS:* DETAiLS ON ORAVANGS SHALL PRECEDE THESE GENERAL NOTES . REINFORCING, FROM BLOCKING To BEARING TOE NAILS EA SIDE ---------------- 2-1 Od : � I C . 0 9_Q q �tl . _1 ­ ; ..., ." . . . . . . � I 5. ALL CELLS MOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT. BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS --------------------- 10d 1� - - - � . ... t � V 111 "I I REMODELING I I , END ----- 2-116d 04. 1 I - -_ \ ... � ­ 11 1. %.. - -MTEIJ I I I . & CONCRETE SURFACES SHALL. CLEANED OF ALL LAITANCE PRIOR TO SETTING OF I , PROORESSIVE SLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER ----------------- 2-16d rj I I �� \_ 2- #5 , ,. . , ; . '! - 11., PROWOE ANY SHORING.& OR BRACING PRIOR TO REMOVING EXISTING WALLS, . I BLOCK$. MULTIPLE STUDS . - - 2- #5 MIN. 11 . I I., I I � . I � - . . , . I S FOR CONSTRUCTION� REMOVE SHORING ONLY WHEN NEW I BEAMS, OR SUPPORT. , (STAGGER NAILS ON STUDS WIDER THAN 4-) L I . .. ,­ . .. , . I :.� SUPPORTS ARE IN PLACE AND SECURED. . I I FE R9ffN9_NQTES � RIBBON TO STUDS I I- I . 11 I I I I .. , , I 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MPG. TIONS. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. SP54CIFICA FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.8-0� LATEST EDITION. . IX RIBBON ------- � ------------------------- - --------- 2-8d --- 2 -led . . LAYER SINGLE LAYER DOUBLE LAY ... , -r 3. PROVIDE SIMPSON S -6224 BETWEEN NEW WALLS AND EXISTING WALLS AT 114E . . I fflowk"NO& DOUBLE TOP PLATES LOWER PLATE: TO STUD --------------------------- �----2-16d UPPER TO LOWER PLATE ------------ --------------- �-ledo`1600C . NOTE: "Ut = 40 X BAR DIAMETER IN CONCRETE, Q.N-O> I 111.1. .11 ; DOUBLE . TOP PLATE. 1. USE SIMPSON U-HANGERS ON ALL JOI"EAM/BEAM CONNECTIONS UNLESS � AT SPLICES (48"MIN) ON EACH SIDE ' OF SUIT IN TOP PLATE,..--,__._._,...____..,..,__ --------------- �8-_l 6d 1112, - 50 X BAR DIAMETER IN MASONRY� U;N,.O� I '. I. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN � � � NOTED ON PLANS. I , UOER TO LOWER PLATE . I j � . I . I *11 . I . I. I I ON DRAWINGS AND PROTECT THEM FROM DAMAGE. 1 OMRMINE EXISTING . " 2. Am- POSTS SHALL HAVE SIMPSON "PC" CONNECTORS AT TOP AND SIMPSON 000 I I I AT INTERSECTIONS ----------------------------------- 8-16d � CEILING STRIPS I I REI NFORCING . :, � I , I . ,, I _ 11 5. 00 NOT CUT POST TENSION SLABS. CONTRACTOR TO CONDITIONS PRIOR TO START OF CONSTRUCTION. . OR "SCO" CONNEMORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. � . . 1X4 PER BEARING(STRONGHOLD TYPE) ------------ . I � 3 .,.. I 3. ALL CONNECTING HARDWARE, JOIST MANGERS, TIE STRAPS ETC. SHALL BE 2X3 PER BEARING(STRONGHOLD TYPE}- ---------------------- I -16d I I ,.1. �, , ., .,, BEAMS Cr. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS. I "STONE -TIE" UNLESS ree ^TNERWISE NIC9170 OR SHOWN ON PLANS, PLYWOOD NAILING(SEE DETAILS ,&/OR SCHEDULES .1 . 1. ... AND JOISTS, SIZES LOCATIONS ETC. AND SMALL NOTIFY THE ARCHITECT & ENGINEER afmr4vflf WILT UP BEAMS 20d032"OC AT TOP AND BOTTOM . . I ,,� . I . ". .,.,... � I . OF ANY DISCREPANCIES. I I .... � � , STAOOEREDw ------------ 1 . I . "., . I . - 1 - "I 1. SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS, ARE AS FOLLOWS (UNLESS, Lf,T-IN BRACES, EACH BEARING -------------------------- 2 -8d IX6 , 1 _ 40 DIA. 1, ,".. I .�., I. . 1, 1 . ,�,, -_.. I O.C.D FOO`DNGS 7. DOWEL NEW INTO EXISTING SLABS W/0 MBAR 0 24 -C� i OTHERW(SE NOTED ON PLANS): (PRE -DRILL WOLE$ FOR NAILS) I e.- 2i f . W/DOWELS TO MATCH NEW REINF. SIZE/LOCATION. � I 20 0 16'"OC (SEARING WALL) SUPPORTING A MAXIMUM OF ONE r :2 . FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET MOR&MM 1* �, . . . . .%.; � 2X4 0 16 -OC (NON -SEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET I . � ­,..� I 2X6 0 le"OC (SEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A 1. STRUCTURAL WEM SHALL CONFORM TO STANDARD SPECIFICATION FOR REINFORCING SAME ------x ��. 1_�, 1wn . . nc�L_q%falcn my -rw-- STRUCTURAL -- SHALL HAVE A MAXIMUM 14EI014T OF 10 FEET. I Am*112 iloAncl r1n no MAI ,Q17V AS rnf-ITING I I " . I . . r- "Rl$ I I ­ --- - BAR SIZES 3 1/2 1Y #3, #4, #5 5 V #61 #71 #8 7 V #91, po. 1#11----i - .__ .- ­ .- m_ I 11 "I "'', I I I I _ _ 1.A_AvF4vKr_ SLOWS ON GRADE HAVE NOT ot-t-AN Z!f%vwvmv� *mr-u rVIN omfuvr-o vt% ovit.uINN" A.41A.M. ­ � i I I N I . .., I . � ; . . I - , I . . I I . I . � - jiw-v -- ENGINEER, I I 2X6 0 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET . GRADE STEEL, . REINFORCING . . . . _ � m -v 41 1 1 I . . I I � I . . I NOTCH IN STUD--/ � .. I P. .1 . . . I .1 . w . , t I .11 � . . . . 11 . 11 .­-... � I I 1* , , NOT SEEN 2. RAKE WALLS AJDACENT T10 SLOPED 10EIUNGS SHALL BE BALLOON FRAMED. DOUBLE 1�.� MA M X. . * - � . 2 . - I � i 2. 'THE VIBRATIONAL EFFECTS OF MEN, ANICAL EQUIPMENT HAVE . 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS- 0 . I I , =$ t- .., ... CONSiOEREb BY TINE STRUCTURAL ENGINEER. Top PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING 01APHRAM. . I MIN. ­ .. . � . I � ., .. ­ � , . v I 404,d I � . . , "I I � I ., �, I I a: & . 1, 607-d L HOLE I . , 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A,&T.M, A-307 UNLESS . . I � <1 ,&. I I I - BORED ,f �� , � I I �: �i I tw � *Ro . MAX. I _____\1 ,, . �. I I . . I . I I . I / A I 11 3,, THE DESIGN, ADEQUACY AND WE7Y OF ERECTION, BRACING SHORING, TEMPORARY ,3. SHEAR WALL PANELS MUST 13E CONTINUOUS TO THE TOP PLANE AT ROOF OTHERWISE NOTED. . . I $Rp $R1 � � � I � , . . ­ 0 . . I � - -A I .� I FRAMING. 'SHEATHING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR . . .. . . \v , I I I .1 . 13 I SUPPORTS ETC., IS THE SOLE RESPONSISL17Y OF THE CONTRACTOk AND HAS NOT A - .. " z . . I ' SHALL BE THE I . I .1. .1 , I - ­­ --- - I F-3 ,Do . . . . 1.11 .11 I BEEN. CONStOERM BY THE STRUCTURAL ENGINEER, THE CONTRACrOR IS RESPONSiR-E TRANSFER THRU COLWO OR SOFFIT FPAMING. 4. HIGH TENSILE WLTS WHERE INDICATED ON THE PLANS OR DFrAILS I * . . I , . u :2 IN - 0 , . . POR THE'STABILrfY OF THE STRUCr,URE DURING THE ENTIRE COURSE 'OF . FRICTION TYPE AWO THERE SHALL SE NO PAW OIL, tAoueR OR ,GALVANIZING- � . . . . � � - 4to 1 ... ..� � .t . I - . � . I NOTE- BORED HOLE . 1. � I . - . . . CONSTRUCTION. THE ENGINEER OR FIELD , . . 11 SHALL NOT BE HELD RESPONSIBLE F 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER USC (2320-1 1 -9 & -10) BETWEEN THE CONTACT SURFACES, HIGH TENSILE BOLTS SHALL CONFORM TO , I . . I . -to 24- . I I I I I I I , I . & NOTCH SHALL NOT I I . I f , � . � . I ' NOTCHING MAXIMIUM. 25% OF WIDTH ON SEARING WALLS A.S.T.M. A-325 OR A-490. � 11 :_ I -'- � e . ' MIN. iNSPECTION/OMRVATION OF THEE ABOVE ITEMS. I , s q ' . ­ � .. . � ;�� - � . I I . . I 40 D CONCRETE OCCUR IN SAME . I .1 407# OF WIDTH ON NON-13EARING WALLS il) - , ,-,o - "t I . 11 . � : - ,_ - � �. - I I � : 4� ALLOWABLE SOILS., PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS BORING MAXIMOU' 40% OF WIDTH ON 13EARING WkLLS S. PIPE COLUMNS SHALL CONFORM TO AS.T.M. 1. I 11 6 MIN. q -.L-- SECTION I . ,..: .1 .1 I I "I . �. ".. . REPORT IS P0,VIDED. -SOILS I , N TINE BUILDING AREA & 5 FEET BEYOND SHALL BE � 6OZ OF WIDTH ON NON-SEAR(NG WALLS. � 3t- , - tiNty �Xo,;N,'�� I �_,_. I , I " , . . . . , . I . . . . 'A-53 GRADE Et 0" CONC. I 1 2* . z ... - I I � I I I I I I COMPACTED TO A MINIMUM.'OF W=, RELATIVE COMPACTION PEP, U-S-C- NOTE: A MIN 518"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 6. STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A;S,T-M, A-501 OR A-500 _e__- . _ I ====����� S. 11 . .. I I.. I , I . , � , OWE S. . ic 40 DIA1 - 4 2 MAS. I CLR. � . � NON ­BEARING BEARING I - 1, � I . . . . 11 I SOILS* REPORT, BY; BE LAPPED 48' AT SPUCES AND SHALL 44" . PARTITION PARTITION � � I .. 6. DOUBLE 2X TOP PLATE SHALL . . I . I . ­1. : I... . I OVERLAP AT CORNERS. � 7. WHERE 51MISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2-0 . I � I . I 400 NO. � WELDED STUDS AT 4 FEET O.C.OR THE ATTACHMENT OF NAILERS- Set I . . � I I,- . . ._­11�1 I 6. WALL SRACING, SHALL BE PROVIDED PER U13C (2320.5.1) PROVIDE IX6 LET -IN ARHITECTURAL DRAWINGS FOR FINISHES. . � REINFORCING . TYP. STUD NOTCHING ' t3. . I � .. - BRACING (O APPAOX, 45 DEGREES) EVERY 25- IN - ALL STUD WALL NOT STEPPED FOOTING � 9 ,.� . , I " STRUOML 5YM13OLS FROM & SEAM CONNECTIONS SHALL COMPLY WITH "FRAMED SEAM CONNECTIONS" A.I.S�C� SHEATHED,SRACES TO RUN CONTINUOUS OM TOP PLATE TO SILL PLATE- . \�� I . - . , .. PART 4, TABLE 1. USING 31W' DIA. A30/ BOLTS (M.S,). . � I INDICATES SWAR WALL TypE * LENGTH. SEE FOUNDATION & OR FRAMING; PLAN AND I I . . . �. It I I SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHT0., EtC� NOTE' FOR SILL I . . � I SHEAR, PANEL LENGTH ORS" IC60#1372 �HE . 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF "THE STEEL JOIST . I FOOTINGS USE "RED HEAD WEDGE ANCHORS"' � BOLTING AT EXISTING FOO 1, FLOOR Sf4&kTN(NG (MIN) 5/8VRUCTURAL I T &,G1 PLYWOOD PANEL INDEX NO. INST[TUTE". " - ­­.." . 1. SAME SIZF_ & SPACING AS SILL BOLTING (MIN 7 1/2" EMBED)- .32 ,/16 WITH ,EXTERIOR GLUE. USE 10d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES, 2X4 STUDS . .1, I - . I 1, 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. STRAP PER PLAN W1 . DOUBLE'l OP PLATE I SEAM VMD INTO � _ SHEARWALLS 4c " . .1 . e . .1_ CT,.,_9E&_WELDING . FULL LENGTH NAILS --- w & . _ I STRU . ­ op�rFuu L WIDTH . I., _ � I- - 16" O.C. U.N.O-. : . ., INDICATES POST s , , tR MI - U.N.O. IN ALL EDGES BLOCKED AT DECKS. . I . . POST SIZE/TYPE AS FOLLOWS U.N.O�� . , , SHALL I 4*-O" Mft LAP \ . . . ­- I �. -_ -_ SEAM SIZE POST SIZE 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC, PROCESS AND I 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON-SEAFMG PARTITIONS. 4 X 14 & SMALLER 2-20 W11 6d NAILS 0 120 olc� � COMPLY WITH A.W.S.PECIFICATIONS FOR WELDING AND FABRICATION- . FULL � " 1 120 ox . I . I I . - 0 ! I . ' DOUBLE TOP PLATES . "S HEIGHT 91DASLL � .. � ... 3-2.0 W/I 6d NAILS a W FLOOR JOISTS UNDER SEARING WALLS �� . . . '. -I... .... I 3. PROVIDE tOMNUOUS BLOCKING SErWEE 2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WHO ARE APPROVED By . . . 4 �X 16� & LARGER 04 WHICH ARE PERPENDICULAR TO JOISTS, I , I THE LOCAL AUTHORrfY, , . 1: '6 X -14 & L ARGER 4X6 - -_ % � I . � I 4. FRAMING AROUND OPENINGS TRIMMER AND HEADER JOISTS SHALL BE DOUBLED I I I . . I'll, ,%`A----(4Y 16d EA. SIDE � . . . . . . � - I . � 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER USC (1701-5-5)j - 1 3 1 . . i loo I , : _1 1 � --- , I ..." ,�e,�,: .. � � I , � - ­ � : SEE HOLDOWN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE � I I :IC , '.N.) . %, . :. .i .. . AND SUPPORTED BY HANGERS PER CODE (USC 2320-8-4 � � ­- I , - L - - - _1 ,�_ 77-- F1 I , , 11 11 .i...�,�e,,� ": .,.: � I � . UNLESS OTHERWISE NOTED. --- HEADER . 1� � 1_.t . .,. . � . . I 11 H I 11 �, �. I -, ­ , � � � I � A . ­ . . . � I I . . . . . . � . �� : �. ;�,..,: "'....f, !:� i 1.11 ,1 I ... EffAMftQ_-_&WE LKG I I . :1:_._1 " t ... � . . ., . 4. ALL BUTT WELDS SHALL BE FULL. PENETRATION U.N.O. 2X BLKG. . . .­..�� , REQUIREMENTS. - I 7 I . , - - 2X STUDS 160 O.C. � . I � - . . I'll .. , , POSTS ARE TO CONTINUE DOWN TO FOUNDATION. . � I . . . : � I I � � I , � . I - : r I I . OF SHEATHING (MIN) 1/2" STANDARD PLYWOOD PANEL- INDEX NO. 24/0 WITH OR A - . � . OR . :. . ... � .1 1. ROOF S. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMINO WELDING 2X TRIMMER - ------ ) .11 . � 11: 13 INSPECTOR , I I LrS AND SHEAR REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED- TO THE JOB U�N.O. x : , AT .12' F.A. EXTERIOR GLUE. USE Sd NAILS AT 6"OC AT ALL EDGES. SOUNDARI o . ­ . � �� I I I FOUNQATMN NOTES I � I -(1) 2X CRIPPLES TYP� ) . -7 : 4'-O" MIN. LAP I . . BEAM OVER,$" OEM, . It / I - ... I I'll 11 I . . USE 4X POST U.N.O. ON .. � I � , . HEADER JOISTS SHALL BE DOUBLED , I & HOLDOWNS 2. FRAMING AROUND OPENINGS- TRIM 6. USE E7018 ELECTRODE W/201 -# TOUGHNESS FACTOR. �� . I I , / E.N. � - . I z , I "I WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. PRIOR TO FRAMING APPROVAL. . �- -_ . SIDE/ EA. CRIPPLE I AND SUPPORTED BY HANGERS PER CODE. DOUBLE TOP P _ATES U.N.O. w fi/ -1 . , I- �� � . I , . - � � PLANS (CRIPPLE OR Posr - I . , I � i TO BE FULL moi ON am.) 11 � M6UNP . . . - * QTL$ I . SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.S.C. (90%) __ - , - � ____1b_ - ­­%_ 4' 11 't . . I * I MtLIN-0 "N (PER TABLE 2-3-IV-J-3) - - - � - __ - - ______ -_ --- I � . i � , , ,� . , . 11 � I I I • I . RELATIVE- COMPACTION MINIMUM. . I ­ . �� t . "I . I I I I I I I I .11 I 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING- . I I �., . ... ,� I . . �.� , ; ", Z .1 X6 016"O.C. (MAX SPAN-15'-91 I __ HOLDOWN PER SILL PLATE BOLTING (OR . '. J. CEILING JOISTS SHALL BE 2 . NOTES, 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF � 7T1 - T_ -1 I _T-I I I I I t I I I �_ , : 1 5 �.� '. � . . ­. I . �. .... .. � .t, TER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE � 4 - VN__ 1, ... ; "Ill," " ­ � CONCRETE AND SHALL VERIFY THE SOIL SWING PRESSURE TO BE 1000 PSF WIN 2. ALL FILL ONE FOOT & OREA SOLE PLATE NAILING AT � 1. WHERE SEAM INTERCEPTS TOP PLANE, �,, I I . 2. CEILING N 12$1 1 1 1 1 1 '. . OR PER THE SOILS REPORT. G JOMM SHALL BE 2X8 016"O.C. (MAX SPAN=2O`-V) � COMPACTION PER U�O.C, I . � PLAN -z e- I UPPER FLOORS)- SPLICE USE STS236 I . , ­ � I *: , � , I I I I \ ..", , ­_ Typ. a - led EA. SIDE OF I MA)( I . CENTCIR EfLAMtgG_4g=1RAFTERS I 1 3. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE TOP PLATE SPLICE U.N.O. . 2. %S). CM SIT ON TOP PLATE ABOVE I . .4 I _ . 1 3. SLAB, ON GRADE. 4 INCH. CONCRETE SLAB WITH #3 0 24�'O/C E-W- 0 . I ADOPTED EDITION OF THE U.S.C. 4� ALL UTILITY TRENCH SACKFILLS SHALL BE I I PO I W/ E.P.0 OR P.C< I OF SLAS'OVER 2 INCH, OF SAND -OVER 6 MIL VISQUEEN OVER COMPACTED SO(CS LATEST . ON FRAMING PLAN I 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS. I I . I .. UiN.O. , . . � . . .. 1� � � " ','I'- " . ""." � � . . �� , ­ , I , 11 . . �i (USC 2320.12.4) 1 , ... t _. 4 . � "... .., 4. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A RING -MAX. OIA� OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST' ffl_RAA1NNAQLh= PLATE SPLICE TYR. I 8EAM--,­TO WAL.L -, . . . I AT ENDS . I -� . ­­ ��:� , �.­ I "'. .1 - .T INCHES NOTCHING -MAX. DEPTH . ­ .. , . . PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER WITH, A MINIMUM EDGE CLEARANCE OF TWO I 1 5 1 . . �� I_, ,� , � , . ­ 7.� . I I . I I � . , ­ -NOTCHING IS 1. : . � ALLOWED IN THE . 1. MINIMUM GRADIENTS ARE I _�_a.11 � I I I �11 . I � �. PERMIT. - SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO' AS FOLLOft EARTH= 1% PAYING=47o .,�,_ I � . "i�,:�,��,­;,.:�.,�: ,,�;'­'11..'1"" . . . .11 I , 1, . I I . :�, ��'i, " ., '..": 11 " '' "" ­ , - - - � ... � . �., I , ;. - � . .", . I . NOTCHING IN OTHER LOCATIONS SHALL, 13E ON .. :e 1, I . . 1. ,.� ��,. I CENTER T141RD OF THE JOIST SPAN A STRUCTURES SHALL BE AS FOLLOWS. 2% MIN TO � ,�,;�-.,��,,,�,�:,,,,-..'�!�,,��',*.�:�,.:�,,,�,,- , , . �2. POSITIVE DRAINAGE AWAY FROM . I I � . . . . . . " � �` - , �-� , � � A ,L PLATES To FOUNDATION SHALL - ' DEPTH � " I.,�,.,�.�,.,.,��,."--,�;,,�,��.-.,.,.,..".,.�:-",�.,��� I _1 . 1 BE AS FOLLOWS, THE COMPRESSIVE SIDE WITH A MAX DEPTH OF I/$ OF THS: JOISr - - � . . I. � � 5.. THE-'MINIMU,M BOLTING FOR SIL . � I � '.1 ­� , � I.,- .; %. .'j,­., _;�� - I � 1 7 � . ., . . I , . � � � , '. . , % , , : . , " " 21X MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES. I ,. , �, ' BOLTS WITH 7" MIN E4SEDMCNT IN CONCRETE WITH 0 � ., � 5/ - .j.... I . , 0" "DIAMEETER'ANCHOR ; �:� 1 . I . I r FWM CORNIFIRS :% I 2-2x PLATES, SEE PLANS FOR I . , - O.C. NOR FURTHER THAN t 2. W14ERE THREE OR MORE (MULTI JOISTS) ARE USED THE JOISTS SHALL BE BOLTED .. I I . ` I . SPACING NO CREATOR T14AN 4 FEET I ; OZZ AND R07EMOE TO SPLICES ... � . I I FOR 2 SOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCREDUt-E TOGETHER WITH 1/2"DIA MACHINE BOLTS W/ WASHERS AT 24"0C STAGGERED- BOLTS il 1, FRAMING ANCHOR TOP AND . . : I I � z .. . ­ . z­ . I ­;_ I ; I . FOR FVAIMER BOLTING REQUIREMENTS SHALL BE RET1014TENED PRIOR TO APPLYING FINIS14 MATERIALS. . BOTTOM OF DOUBLE STUD FOR HEADER SIZE, SEE PLAN..�, ..11w'� .1 I I ..• I' I I . . I � � " . I . � 11 � OR POST � ,,,.,*'-,.'��� ... 11 . � ;&� I . .: � I I.. _- I r O.0 � .. I �,_,-,.:�,..','.`,�',� ., ''. " � ", * . ,�. � 1i 2x CRIPPLES AT I "". '. : � 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 � �� , " _ �_;: , - I - ____4__ - 1b - I I .: . ... . , -:� .... I � �:I.', � � �'-_- - ob ­ ­­�� �g � 1. _� I '' - '� SHALL -NOT BE PLACED IN STRUCTURAL CONC. UNLESS SPECIFICALLY =AiLED- SEC oR'U$E SIMPSON ST 2115 V 48 INCHES O.C.,���:. �. I � "g, , � - ,.2 .1 I . ; � - . , '�,�`,` ____ - I - - ____ - --- - j, .", - `�, -,. � - I I .1 I , ", 11 I '� �� � - . �,��,;,.:�,�,..."*,"".,�..�;.,�e "I I I 11 MECHANICAL AND OR ELECTRICAL DRAWINGS FOR LOCATION OF SLMES, I " � . . . I ��.,',;.-_.. .. , -Jill' . � I.- * , � . ., " , �, "i", � I .,A. . ACCESSORIES, ETC. 4. cRoSS BRIDGING OR 2X "G.SHALL BE PROVIDED 0 W-0- 0/0. MAX- FOR ALL , e--- �� ' I �:: �,­:, ,?� o.�`.��', ".',!* I . .A ; : �: .. . I ­ 11 .4 'i", . I I ... .( . .1 1, , , 'A , . 1 I � � SHEAR WALL SCHEDULE 1997 U.B.0 I , `� : I _ ­ . . � � I �: .. , 1 401= AND RAFTERS MORE THAN 8* IN DEPTH �' � 1� %tn;p I � - � - - -- ---- , I � , :--.,--, .,! fffffff : � . . � �01 � 1.1,1-1k � ­ "� _­­_ I _.; � - - - - - - , � . .. - t I I :,:.;: . - � ... � .. .. ... - , . � .. .. .. .. _ - , I " Z: 2K . � . .- �,':,--.';: ... , ��� _ - - a , , , , , , , , , , , , , , , , , , , 7. PIPES MAY PASS T14RU STRUMRAL 14 9E , ,�� . � � .,: �,,,.,� , . CONC. IN SLEEVES, BUT SHALL I OT I z 71 � � '': ,'� ,I � '': , ." % " 0 1 �'­­ -,­:.­�­�.','-. I , ., ... C.: 1. R RAFTERS AT ALL ­ SILL BOLTING I � 1, .I...." !, `,,� . 0��, , , "��'� ... I _ � � " � ,� * ,,.-,, , I . , , _,. 1, .... EMBEDDED.THEREIN. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS 0 ... � w �_oa --- � . I I , . . . .� . . : �-- 2X STUDS 0 � I � I " . - . 3 � . w : I SUPPORTS. I 4wr 0. . WALL TYPE � SHEAR 0 SHEAR 0 � � 1.� :. - -i 1.1, .. � ,� � 1 �,. q '. I _ 1, , , � .� . - � "I L � � " ' -l"'.. ­ d. I I I MARK , - 1 . �� '. i, . I I � .� ALLOWA8 E ONE SIDE BOTH SIDE I ­ " I - - I 81 PROVIDE 31e CAMBERS AT X.L EXPOSED CORNERS � I . S SILL NAILING _ _ �j � ; - i �� �.� ... - , . .. I 16d 0 12' O.C.. SHEAR OF WALL OF WALL 0 'UPPER $TO I ­ RIES!: I .1� emmim--so - I I . � I I v � ­1 - - .. . , *TS CLIPS OR , I � 9. SEE ARCHITECTURAL PLANS FOR UOLOS. QROOVES. ORNAMEN STACOERED PLYWOOD FIRE'13LOCKING AT CEILING _7=PROWDE SIMPSON A34 FOR 2X4 1 � -1 6 GA STAPLES AT 6"O.C. AT TOP & BO 0 11 . ' )roR LOCATIONS OF FLOOR HEAD OR NUT. SEE WHERE E AND NOT TO EXCEED TT M GAOUNDS REQUIRED TO BE CAST IN CONCRETE, AND 1. ALL BOLTS SEARING ON WOOD SHALL HAVE WASHERS UNDER I UN - - STUDS AND A35- FOR 2x6 STUDS, 7/8'�STUCCO OVER PAP8R'�SACKED LATH W/ I I . 04. OCCURS I r-16d PER E.N.W-off O.C. EACH SIDE . . . � 'ES AND SLAB DEPRESSIONS. A 180 PLF s/s"os5l'o.c. 5/61*27 l/ro.c, 16d 0 8"O.C. ?fNiSH SC14EDULE STAGUElf PLATES, EDGE OF SHEAR WALL AND ON ,FIELD . (ICSO REPORT No. 1 318, AUG. 2002) OR I � I . AT SHEAR WALLS NO; . I ; - - I '; � I I � � I . . I I � - .� . FOR I . I . , . � - � . I � I � . . .1 . � I I li, I I y 1\1 - xS AND LARGER HEADERS � . - OF POUR ,JOINTS SHALL 8E APPROVED BY THE STRUCTURAL ENGINEm BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLYWOOD, PLASTER - NOTES SEE GENERAL -/ ­4 - USE 2-2x JAMBS FOR 4*10 ANO A QCB0 REPORT No. 1 254, MAR lSgp)' NOTE 4 AND,'P 11�LOW' I I - 1 6 I � 10. LOCATION . 2. ALL SOL I * I 11 i mp%ko- �A -NAILS 0'6"O.C. AT EDGES & 12" O.C. FIELD I I ETC. � __ ,Kj�_ - I STUD FOR INTERIOR WALLS -1 3/8-PLYWO STRUCT 11 OR STD SHTG WITH 84 1 260 PLF s/s*63eox. s/affaigoo,o, 16d 0 6*'O.C. � . END POST AT PLYWOOD SWEAR I I . & 1 BELOW � . I . . z , 2 STUDS FOR EMR(OR WALLS I -11, 1-1 USC)NOTE 11 91 jo , --- (TABLF , I �_ :. I I co�� . PANEL WHERE OCCURS W/ E.N. Z3-\ __ --L,3 � . . 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/1,6' L . Dw f t! . UNLESS NOTED OT14ERM WA - .1 �" O.C.,'FIELD I � I , I. . � . . . �1. . � . LARGER THAN NOMINAL I- SE \ i . - - 3/8"PLYWO STRUCT 11 OR STD SHTG WITH Sd� NAILS 0 4704. AT EDGES & 12 . . 350 PLF s/ro2s`o.c. �-S/wolro.c. t6d 0 4"O�C, : ' I � .. � I I I I TYPE � . I � 11 I" I I UNLESSr C. D ON PLANS CONCRETE SHALL BE I WITH -I � I I I , A NOTE . . I " T ffNERWISE NOTE SOLT DIAMETER. (fABLE 23-11-1-1 UBC) NOTE f. 6. % 1 0 & - 1 1 � -BELOW . I . 1* . MINIMUM COMPRESSIVE STRENGTH OF 2,WO PSI IN 28 MS. CEMENT SHALL � A I ... I � I` � . . I ­ .. .. ' . I I 4 12" L(;� BLOCKING o Top, Posr WHERE STUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL ,nTt?N TO SUIT I - NAI .. � 1. ' -0 . "PLYWO STRUCT 11 OR STD SHTG WITH 8 Ls, o EDGES & 12" O.C. FIELD C . 4'� I Rs I . d ,O.t. At .O.c 5/8-013-0.0. - CONFORM TO A.&T�W. OX-150, FINE & COURSE AGGREGATE CONFORM f LUmm . BOTIOM, & MID-HFJO14T occu 5- CONStRUCTION REOUIREMENTS. MAX. SPACNG AT 1 3/§ 1 380 PLF 5/8"020 16d 0 4"O.C. - I . -0. 9 . . '. '�. ..M*. C33. NBLE 23-11-1-1 UBC) NOTE L A 5, I, 1-0, &JI BELOW, . A. I*T� . A . . ­1 . I I I � I I . I A 1 30 , . I 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS � - ' � . . . 3 81 P`Lyw OR STD, - SHTG WITH - 8d NAILS �� . ES & 12" O.C. FIELD I .1' I I . 1490 PLF 518"02V'O.C. -5/8"Oid-04, 16d 0'3 1/2�O.C. I I . k I OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 19% & GRADED IN � ___1_1 . 0 STRUCT 11 v , 11 d.C. AT F. I � ­ I I . I., . - ­ - ­_ ___ __ L LE 23-IL-_I-IUB,�) NOTE 1, 3,,% 6. 9, 1 0 & 1, I SELOW, � I : , . I . I . � ACCORDANCE WITH T14S WEST COAST LUMBERMAN$ ASSOCIATION.) . TYP. WALL FRAMING ­_ _ I I I - I I � . . I I � . . . I � �.,:� I . .. --I, 11 J, ,I . TYP. STUD WALL INTERSECTIONS ____o . I . , . ,�. .1-REINFOROING STEEL, -#.3 AND #4 GRADE 40, #5 AND LARGER GRADE 60 PER I - I STD 8d NAILS 2" O.C� AT EDGES & 12" O.C. FIELU' -1 1 ", ­,� . �­ , .. . . 3/8" PLYWDSTRUCT It OR 610 PLF � 0 . � I I 7-Q) 5/8`016110.0. s/s"qeo.c. t6d 0 2 1/2!*O.0 � . I �. . : �. .1 I I . I ' AiS.T�M. A61 S. . . . . . . ,1ML_VEM= . � A (TABLE 2,3-11-1-1 USC) NOTE 1,�3. -5.6. %JO &11 BELOW . . . - .. . � , " I . STUDS & PLANES -------------------------- � ' - 1� � . I I � 7 � 2. LOW HYDk00ENtWELjDW(-; RODS SHALL BE USED FOR ALL Of JOISTS & RAFTERS . 1/2" STRVCT I PLYWO WITH lod NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 870 PLF 3/.Vvirox. ,3/4roro.c. N/A I r 1­ I . . �� � I . I,` I. REINFORCING WAS. - INCLUSIVE ------------------- w ------------- NO.2 m _ _ OVER 3X STUDS , TABLE 1-1 16P 20 TO 04 . � 2- 1 sd 23-11� ).NOTE 1, : 3. 5. 6j� 1O& 11 BELOW 1. � � _� . I , . �� . . _ " . ��, � I � - .- , , ---- --------- NO.2 . ­ ,I . . 1�� I . 2X6 TO 3XIS INCLUSIVE ---------------- I 16d 0 12"i StASGERED .; �., .1 .1 I � , , FOR SIZE AND SPACING OF �� , I I � -`-k .1 3. -BARS NOTED AS "CONT 'TYPICAL WALL REINFORCING AND VERTICAL COLUMN I .... � JOIST OR ROTER, SEE PLAN STAGGER PLYWOOD ,JOINTS . I . . . . . .... � � I � . - <__401ST OR 'MR " RONFORC(NO SHALLHAVEA,MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN I MIN. EDGE DISTANCE RAF BEAMS �� I I . I "-.-,' I , �_ - , ,.: . . ______.____NO.2 . '01" " I � � �. : 1...�. ��.. I 11" 11 MASONRY OR 40 BAR DIAMETERS MINIMUM IN CONCRETE.- � F NAILS UP � I .. .I. �� BOUNDARY NAILING (S.N) PER PLATE 4" WIDER THAN N 0 _TE S., . � - .''.. I -----NO.1 . � I � I 'i - ,LOWER PLATE 1. ALL EDGES �. OF PLYWOOD SHEARWALLS MUST � 13E 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE S. ALL INTERIOR BEARING AND NON BEARING I I'll 6X OR LARGER --- - -------------------------- � ALONG CONTINUOUS � I 4. REINFORCING SHALL BE SpUCED ONLY AS SHOWN OR NOTED. OTHER SPUCES . . I POSTS & MULLIONS � PANEL EDGES . � I - 2X SOLID BLOCVJNG FOR WALL, TYPES ', � 2- O . BLOCKED WiTti-, 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE 7/32" SHOT PINS�AT 3 .0 SHALL BE APPROVED By THE STRUCUR& ENGINEER. -------- NO.2 . 2X STUDS 0 16" O.C. ----�NO.2 - I 9 & 10, AND:.'-3X SOLID BLOCKING FOR WALL TYPES STAWERED. � ., , I � I I & 48"O,C. RESPECTIVELY. I.E.ft . . 4X6 ,& LARGER ------------------------------ � � . . IC80 REPORT . " _ter NOA � � . WALL REINFORCING BARS SHALL BE STAGGERED GE ' 11, 12, 13, & 14. .1 No.2388, NOV 1995 OR RAMSE-T/REDHEA-0 -ICSO 5. SPLICE$ IN ADJACENT HORIZONTAL I . . . I � PARALLEL �. $. WHERE PLYWOOD IS APPUED ON BOTH FACES OF A 4 FEET -UNLESS OTHER WISE NOTED. MISCELLANEOUS LUMBER I � I 11 ­ . REPORT No.1639, DEC i05 I .. , . . I ��, I � � BL<)CK1NG,FURRING, ETC -------------------------------- NO.3 rfpicAL iNTMmEDIATE I I APP - D WALL AND NAIL SPACING IS LESS THAN 6 A'O.0 W. I � -.:. � I " I - 2� WHERE SHEAR WALL SHEATHING IS TO BE UE I . . - I ..� � I , � �DE ' I :,: �, . . .,, . . � _ - _. ---I �.. . I �� . . .1 6� PROVIDE' DOWELS IN FOOTINGS AND/OR GRADE SEAMS THE SAME SIZE ANC? VECKM & SHEATHING NAILING (I.N.) ___ - To BOTH SIDt$ IF WALL, DOUBLE THE NUMBER OF EITHER,SI , PANEL JOINTS SHALL BE OFFSET TO FALL 9- - x 2 I./2" x �/16" PLATE. 1 �� - . �- I I .p� . .. . . . - USE 2 1/2 : ­:, � I .1 .. . . NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A ---- - -- COMM*L DEX. FLOORS-10d 0 10� O.C. I 11 11 - 11 I I I-Od 0 12"t STAGGERED I . ON DIFFERENT. FRAMING MEMBERS OR FRAMING SHALL � . � - ":. .." - . I I I I . BOLTS. (LE. � WASHERS. � , ,� THE: O/C SPACING) . o'..�' �. � -, "', , I I I . NO E0 . ROOFS- Tad 0 12" O.%- , . . , " �^� - �. . . � , I . . , : MINIMUM PROJECTION EQUAL To STANDARD LAP SPLICE UNLESS OTHERWISE T - . BE 3­r INCHES. NOMINAL OR'THICKER & NAILS, ON . I I '. .. . �, . . : I I � � I � ,,:.. I � . -�*: . � ,�. - ATE OR MASONRY IF LESS THAN 4 FEET FROM , � ST OR RAFTER ��,. I . I 2. ALL WOOD SEAR(NG ON CONCRETE 1. . MH SIDF_ SHALL BE STAGGERED. . . I �10. I . A � USE COX. CC OR STD SHTG IN LIEU OF --- - - - - __ 7. ALL REINFORCING, ANCHOR BOLTS, AND OT4ER INSERTS SHALL BE SECURED IN GRADE S14ALL BE PRESSURE. TREATED DOUG FIR. . 1 3. USE 3X PRESSURE TREATED DOUGLAS FIR- -1-1 . I . I­ �, I I I . . �t_ UPPER PLATE 4�'IMDER THAN , STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL -BE "A .. I � I SILL PLATES FOUNDATION/FIRST FLOOR ONLY, , , PLACE PRIOR TO PLACMENT OF CONCRETE I � EDGE NAILING (E,N.)- ----j 7. ALL CONTINUOUS EXTERIOR F001INC, To HAVE t* ] ETE OR GROUTING OF MASONRY� I I - I LOWR PLATE " I 11 I I . DOUGLAS FIR. afHER SPECIES MAY REOUIRIt I 11 � � . - 3, GLUED-LAMINATtO WOOD. BEAMS EAMS SHALL BE DOUGLAS FIR COMS. 24F-V$(*) OF/OF � - _ I I 11 I � I I ­ I . A/8" X I 0". A.81"S 0 48"O.-C. UNLESS OTHERWISE I . ­ �� . . . . � . S. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRM- (Fb=240OPSI, Fv--1'65 PSI, E=1,80.000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR ... I � � 4. PAPER BACKED SELF FURRING EXPANDED METAL � NOTED ONPLANS. . *1 CHANGES. 4 - 2X STUDS 0 16, O.C. 1 I 1. . .� .1 . I BELOW GRADE (UNFORMED) -- -3" CLEAR GLUE UNLESS OT14ERWISE NOTED ON PLANS. A CERTIFICATE OF INSPECTION FOR � � I 1. � . 1� . I . �, . : DRAWN BY LATH WITH ICBO. APPROVAL I I . I . ­1 I To ,BE SUBMITTED AND 2 X 3 "T BLXG. AT - I � . I I I I � AT EXISTING FOOTINGS USE REDHEAD WEDGE, , I I . , . -, r,W :_� ,W �7AZ:�� �W 'R' ----), 1 4M X. , , a , T"z , , , , I � 1� I I I BELOW GRAD EACH GLU-LAM BEW FROM AN APPROVED TESTING AGENCY UNSUPPORTED I EQ10. 41ON DIMENSION OF PLYWOOD . I I lft�wiw . � _ 11 ANCHORS TO COMPLY WITH SILL ,BOLTING. ICIR.61"" . 14, � ----I' CLEAR ON.,((*) USE VS FOR CANT. TO RUN PEAPINVICULAR TO _q"�_ ­ . - I � APPRoVED BY THE BUILDING DEPT. PRIOR TO ERECTI ONLY W14EN I FOR ON I mmmmmmmmm-- I I , . . . '! . � .1. . �_ � . I . . . . I WALLJOISTS ., . 11 . #1372. MIN. EMBED 7 1/2'*. 1 - I . . 1 j.68 NO.- . COLUMNS ----- - -------------- 1-5'CLEAR BEAMS AND V4 FOR SIMPLE'SPANS SEAMS] PLANS) - - \ . I I 11.1. I . , � ---- 1.50CLEAR - MIN, SHEATHING SIZE TO BE PERPINDICULAR I Amon* ., . I I . I . : BEAMS AND GIRDERS--- I TO BE I 'Ar- 11 .1 I S14ALL BE IN ACCORDANCE WITH P3. 1-74 NOTE: PLYWOOD 2'-O" X 4'-O* I ,'' . I . I . . 4. ALL STRUMRAL PLA000 I . SHEER . . . I STRUCTURAL SLAB 3/4"CLEAR mspemt) PRIOR TO COVERING . ... I � . , �- 2 SER,5- OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT � PiYWOLAYUT 11_JIST T0N-BEARINWALL Y.., __ 21 __T. "'T, ­_,7 ) � REVISIONS 15Y EX, 2X STUDS SHEAR PANEL WHERE OCCURS 4X POST PER PLAN 2X STUDS 6 16" OC SHEAR PANEL 4 NEW PLYWO, DRILL HOLE 1/8" PER PLAN EX, PLYWO, SHT'G, I SHT'G, PER NEW FLOOR 4X4 POST WHERE OVER DIA, OF BAR 1-41 JOIST 16" OIC OCCUR$ W1 ST6215 HOLDOWN PER PLAN FILL W1 $IMP. ET 22 2X 50T, PLATE W1 W1 R-IS INS, EA, SIDE PER PLAN NEW PLYWO. HOA OR PHO PER PLAN SHT'G, DOWELS REBAR DoWr /6" MIN SAME SIZE AND PLYWD. SHT'G, 16P PER SHEAR- EX. 2 X trod NAILS PER PLAN r lh 24" MIN, WALL SCHED, EX, FLOOR NEW FLOOR JOISTS -7 SPACING AS RF15AR PER PLAN RIM JOIST STAGGER ON FOOTING. JOISTS 6" Oic W/ Rle INS, 2- 2X BLOCK�� TJf JOIST PER PLAN EX /2X 2-2X OR 3X Epoxy \ 1a 4, va A'© va 11 -1 z 1,47 17 I> 1 '7 /5 > /5 Z_ I > D > 4, D P D D G > PER P AN SILL 6c LATE PER �(blrZN PLAN 5.N RIM JOIST no u(j A-35 EA, SIDE 4X GIRDER PER PLAN EX, FOOTING T-tll (1) 05 (H) 3" FROM Top I v I I 4 1 1 < 2X P,T SILL PLATE W/' NEW 2 X LEDGER I I SIMPSON "SSTIB" A's, PER SWFARWALL 4, Z� "� . _,& . Z_ 6C-44EDULE ER SCHEDULE MIN. I> i�l 'c> I> L L L AXA CRIPPLE POST 1�1 '? L I 1 ­1 .1� , <1 > /6 W/ A354: EA, SIDE TO Z� 611 EX, FOOTING NEW FOOTING NEW CONNRETE PAD GIRDER PER PLAN > NEW FOUNDATION TOP AND SOT. MN. CLR PER PLAN PER PLAN TYPI > Z' 1101, M. I STORY 10" MIN, 2 STORY DOWEL AT FOOTING W1 EPDXY EXTERIOR FOOTING z NEW FLOOR JOIST TO EXTISTING FLOOR JOISTS CONCRETE PIER HOLDOWNAT NEW FOOTING Lu lu 4X POST PER PLAN 2 RF RAFTER d) Cl RF SHEATING 4'-0" MIN. LAP (V 49- A-35 HIP W/ rol II&d 05L. TOP PLATE 2- I&d AT STUD lu 2x 5LKGW/ I(od PER 2x RIDGE O/C — \' Z z . l+ HDA PER PLAN 0 POST TO EX SIMP, ST2115 AT 46" SHEAR WALL SCHED. BNIN LIU OF 2X4 TIES vi q ,, FOUNDATION W/ SIMPSON EPDXY t 'SET" W1 SPECIAL INSPECTION 2X RIDGEeCARD lu ui 4X OR roX HDR, 0 W_ �z '..' 4x4 POST PER PLAN PROVIDE 2X FIRE C W1 3- Irod SILL PLATE STro224 BOTH SIDES 2X4 AT 45" O/ 5. N. 2X RAFTERS 5LK,WHERE WALLS 5-16d U.N.0 2X CONTINUOUS AT EACH END PER PLANEXCE D 10 FEET A-35 BOTH SIDES OVER 2X CL'G JS'T LONG MIN 2X FASCIA\A35 PER SCHED, 2X CEILING JOIST I )c ROOF SHEATING 2X TRIM'R AND nQ, PER PLAN EX. FOUNDATION KING STUDS AT % `"% JAM5DS Z\" R- 30 INSUL, 4 4, 4 L <7 R_'O" DOUBLE TOP PL, \\22 2X I=, T, P, F SILL �)4 ' t <a 2X CL'G, W1 4' LAP AT SPLICE \\\,2X STUD Iro" O/C AT, Qlro" 01C 2X CL'G AT. FLT, DIA, ONT, W1 I&d AT EACH END. ANCHOR BOLTS > SIMPSON EPDXY SET W/ SHEAR WALL AT OCCURS /SPACED PER PLAN 4 4 43 12 SPECIAL INSPECTION SEE PLANS AND SHEAR FADER As OCCURS Z6 /6 `a Z� EMBEDED 10" MIN, WALL SCHEDULE > I> L 11 4 4 lu ct) HOLDOWN AT EXISTING FOOTING RAFTER AT EXTERIOR WALL HIP SUPPORT RAFTER AT RIDGE 50ARD EXTERIOR WALL DETAIL tt d) *a 01 SHEATING 0 PER PLAN t ROOF SHEATING NOTCH RIM RAFTER PER PLAN SHEAR DROP BEAM ACROSS R_OOF RAFTERS FOR OUTLOOKER 2X4 FLAT OUTLOOKERS PER PLAN 2 2 X 6 SLEEPERS NEW 2 X RIDGE NEW 2X C.J. PER PLAN FLUSH BEAM ACROSS PER PLAN NEW 2 X RAFTERS *24 O/C/ TOP PLATES CIONTINOUS OVER BOARD PER PLAN PER PLAN B.N, W1 LUS 26SIMPSON HANGER PER PLAN exisTiNG Roor- WI, AT BEAM CD "t 2X4 CRIPPLES 616" 01C (TYP) lg�d PER SCHED, 2- 16d TYPEX, 2X C,J. ..0 4t-J , DF4wb<_E,N, C,X PER PLAN —C.J, PER PLAN 2X FASCIA 2X 5LKG,e 48" O/C F,N, 5,N. EN 2X 5LK, 2X 5LK, 45"01C (TYP' p P-OQ IV SIMPSON A35 PER SCHED/Z EXISTING SHEATHING SHEAR WALL WHERE EX, WALL TO BE HG�:T SHER WALL R EXISTING RAFTER 2X RAFTERS OCCURS, SEE PLAN DEMOLISHED SIMPSON PER PLAN OR TRUSSES STRAP DROP BEAM PER PLAN STUDS a 16" C/C MST48 OVER 4X POST AT L EACH END \k) DiP_-VAI L lu tQ SHEAR TRANSFER AT INTERIOR WALL CALIFORNIA FRAMING EXTERIOR WALL AT GABLE FLUSH BEAM 14 FLUSH BEAM OVER DROPED BEAM SIMPSON 2X6 RAFTER Iro"O.C, 1/2"CDx PLywo. cRicKET STRAP 2X4 SHEATING MST45 DRAWN PER PLAN POST BELOW SIMPSON HHUC POST BELOW 2X6 RAFTER N, WICC HANGER B,WICC DBL TOP DROP BEAM PER PLAN PLATE CHECKED HIP IBM H P IBM ,Roor- RAFTERS 7 PER PLAN 155, ST&23ro SIMPSON ST&Z* SIMPSONTOP PLATE$ 00 STRAP STRAP 2X4 CRIPPLES 016" O/C PLAN DATE PLAN l(od PER SCHED,__� 08-0 SIMPSON 1-05 H A -A G 0 0 0 0 rz 1'- %2 CIELING JOISTS SCALE 0 0 0 'tt'+ A-35 Wo"O.Cl X 0 ro 15LK'S 0 0 2X 51-K, ST 9?224 UPER PLan 4X POST AT TOP 05L TOP, PER PAN 2X4 STUD AS NOTED X, PLATE 2-2X4 PLATE C,J, PER PLAN E POST CAP A35 PER SCHED J015 NO, PC 44 SIMPSON Cr_44 SHER WALL AM PER PLAN 4xPOST PER PLAN 00 0? PER PLAN (WHERE OCCURS) .................. wilm _""wmmm SWEET NO. ELEVATION rSIMPSON cc OR ELEVATION wpm v ISP D Err - POST PER PLAN POST PER PLAN DROP BEAM OVER POSTS BEAM TO SEAM AT CORNER $HEAR TRANSFER AT INTERIOR WALL 5EAM END AT WINDOWS '��-ICKET DETAu- 20 MANDATORY MEASURES CHECKLIST: RESIDENTIAL l ifs 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 oil 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 initial applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X 150(c): Minimum R-13 Wall 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 insulations in, fromed floors. X 150(I) : 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/filtration Controls. 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field-fabricoted) have label with certified U-factor, 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 barriers 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 glass door b. Outside air intake with damper and control c. Flue domper and control 2. No continuous burning gas pilot lights allowed. X Space Conditioning, Water Heating and Plumbing System Measures: 100--111 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(i): Setback thermostat on all applicable heating and/or cowling 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 on 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 7�c 150(m): Ducts and fans 1. All ducts and plenums installed, settled 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 opplicable req irements of UL181, UL181A, or Ui181B . If mastic or tape is used to seal opertiags greater than 1/4 inch, the combination of mastic and either mesh or to shall be used. Building cavi`ities shall 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 drowbonds. 2. Exhaust fan systems have backdroft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X ually manoperated dampers. 114. Pool and Spa Pleating 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 3r of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional iniets 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 opplionces with pilot <150 Btu/hr) X Lighting Measures: 150(k)l.: Luminaries for general fighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general figtriii5g 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 alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X 04.8 General Requirements 05.8.1 Notes to be placed on the plans: 06.8.1.1 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. c17.8.1.2 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(a)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 [ k RESIDENTIAL Page Project Address ORANGE ... t EngineeringDocumentation Author,,, Christopher S, Leighton *w*19*** I Terry 13691 Red Hitt Ave. I Plan Check / Da�e Tustin, CA •# ri Date I -------------------- I User#-MP0206 User -Terry Engineering Run -PROPOSED IBARRA RESIDENCE I CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R ----------- _______________ Project Title.......... PROPOSED IBARRA RESIDENCE Date. . 08/08/05 17,23152 ________ I MICROPAS6 v6.01 File-SO506060 Wth-CTZ08S92 Program -FORM CF-iR I I User#-MP0206 User -Terry Engineering Run -PROPOSED IBARRA RESIDENCE I _______________________________________________________________________________ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with TItte-24, Parts 1 and 6 of the Cati£ornia Code of Regulations, and the administrative regulations to Imptement them. This certificate has been signed by the Individual with overall design responsibility. When this certificate of comptlance is submitted for a single building plan to be buitt in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, Conditioned Floor Area.,,.. 1559,5 sf DESIGNER or OWNER DOCUMENTATION AUTHOR Building Type .............. Singte Famity Detached Construction Type ......... Existing Ptus Addition Name.,,, _-__ __-___________ Nave.,.. Christopher S. Leighton Bultding Front Orientation, Front Facing 90 deg (E) Company. IBARRA FAMILY Company, Terry Engineering Number of Dwelling Units.., 1 Address, 2234 S,ORANGE AVENUE Address, 13691 Red Hilt Ave, Number of Stories.......... 1 SANTA ANA CA 92707 Tustin, CA 92780 Floor Construction Type.... Raised Floor Phone... (714) 427-3953 Phone.,. C714) 838-1124 Glazing Percentage,..,..... 18.9 % of ftoor area License, _________________________ Average Glazing U-factor.,, 1,24 Btu/hr-sf-F 0. Average Glazing SHGC.,,,,.. 0.79 Signed,. _________________sr Signed„ - r Average Ceiting Height,.,,, 8 ft (date) (date BUILDING SHELL INSULATION ENFORCEMENT AGENCY Component - Frame Cavity Sheathing Total Assembly Name,,., ___ Terry Engineerg____ Type Type R-vatue R-vatue R-vatue U-factor Location/Comments Title,., 13691 Red Hill Ave»ue _ Agency.. Tustin, CA 92780�____ �714-838-11 Roof n/a R-19 R-n/a R-19 0,051 Existing Attic 4 New Attic Ceit Phone,,, -_ _ _ Wa I I 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 Wall Signed,. _-- _________ Door n/a R-0 R-n/a R-0 0,330 Exterior Door Floor n/a R-0 R-n/a R-0 0,097 Existing Floor Floor n/a R-13 R-n/a R-13 0,046 New Floor Over FENESTRATION ------------ Over- :' Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading ____________________ Fins Window _____ ______ ______ --------------- ______________ Left (S) 13.5 1,280 0,800 Standard Standard ----- None Window Front (E) 35.8 1,280 0,800 Standard Standard None Window Right (N) 13.5 1.280 0,800 Standard Standard None Window Right (N) 13.5 1.280 0,800 Standard Standard None Window Right (N) 9,0 1,280 0,800 Standard Standard None Window Right (N) 13.5 1,280 0,800 Standard Standard None Window Back (W) 29.3 1,280 0.800 Standard Standard None CERTIFICATE OF # • RESIDENTIAL Page . f.. • • RI User#-MP0206 User -Terry Engineering Run -PROPOSED IBARRA RESIDENCE I Project Titte... ...... PROPOSED IBARRA RESIDENCE Window Window Window Window WindowFront Door Front WindowFront Window WindowRight Window a o FENESTRATION Over- AreaInterior ExterioroL •. Factorfr • Shading Fins 9.0 1,280 0.800 Standard Standard None 9.0 1,280 0,800 Standard Standard None e 1,280 0,800 StandardStandard . - 16tO 1,280 0,800 Standard Standard None 16.0 1,280 0,800 Standard Standard None 29,3 1,280 0,800 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manuat Thermostat Type Efficiency Airftow Location R-vatue Leakage D Type Furnace 0,600 AFUE n/a Attie R-4,2 No No SetBack RoomHP 10,00 EER 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-vatue Water Heater to meet minimum CEC Standards UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN CF-6R FORM) FROM THE CALIFORNIA ENERGY COMMISSION ATi 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, LLJ L_J Z i W 0 A 7 A _AA vs wH. REss%, No. 17014 * Exp. 3-31-2006 * OF Li Li l(� LiJ LJ W ry > Q C) W Q 0 < It < ly Q M 0 F-- V) L_s._1 0 ` V a_ 0 ry ­CL C3' I�- 03 < LLJ LL_ V) :2 ry 00 < N Z Q1 Q V) Dote: 08-10-2005 Scale: AS NOTED Drawn: CL Checked: JT Plot Date: 08-10-2005 Job No: 050606 Sheet. T-24