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Home My WebLink About10140436.pdfrml-� T Total Cedi Floor fl .- AVge ilia _8_ Conwi Stab Flom Area Building T Singl-ity diti (ctwck one or e) Multi-F ly E Pitts1 ft It Front Onent East t I Orientations Tnw North md tc Number of i r ONE Number of - i"9 Floor Cow Type- SlahfUsed Floor (covtoam of both) IANIMRRIER (twuired in cILwim zones 2.4,8-151 Required for this mbrnittal— a 1010 �Iff#&]R�1*#IdKAMW��A&043 7 VIS I : tN O E SIN BY SPECIAL FLOOD HAZARD NOTE 5. LOT COVERAGE 30.607*' ERO - CT 5 _UWARY: fVA*4RX0JWffAL A FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD 1.. PROJECT ADDRESS 5306'ROOSEVELT AVE 6. CONSTRUCTION TYPE: VN INSURANCE PROGRAM ELEVATION CERTIFICATE SHALL BE COMPLETED BY A SANTA AN, CA 92703 CALIFORNIA LICENSED LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL 7. OCCUPANCY GROUP R3—U1 ENGINEER WHO IS AUTHORIZED TO PRATICE LAND SURVEYING. TIDE 2. OWNERS: Y*aX6V COMPLETED ELEVATION CERTIFICATE MUST BE SUBMITTED TO THE CODE ENFORCEMENT 5306 ROOSEVELT AVE BUILDING INSPECTOR AT THE TIME OF FOUNDATION INSPECTION CSC, CMC, CPC, CEC 2001 SANTA ANE, CA 92703 TEL: (714) 875-6877 SHEET INDEX 3. LOT SIZE: 7,545 S. F. A-01 SITE PLAN, FLOOR PLAN A-02 ELEVATIONS & SECTIONS 4. BUILDING SQUARE FOOTAGE 45 P-11" A-03 STRUCTURAL PLANS A. (E) FLOOR 1,071 SF 1 l'- 4 3/4" 1 l- 4 3/4" 1 V-6 3/4" A-04 DETAILS B. (N) ADDITION 366 SF GN-1 GENERAL NOTES C. (N) CAR GARAGE 432 SF z 0 W W C) C*4 Lj_ E 0) CO 4) > 4) != 5. 0) �4.0 C0 V- C4 AOC W. S. 4arw a. cq RM YMD C> (N) PATIO COVER 'b 04 04 45 P-11" January 5, 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Itale 2 of 3) CF-IR ROOM ADDITION: 5306 ROOSEVELT AVE 1/03 §L — Pmject Title SANTA ANA, CA 92703 Date HVAC MILM Now: hiput hydranic or cornbirwed hydronic. data un&t Water fleating SYstaM ex ocw Design I kating Load l stnbutjon Heating Equipirte minifflum Type Mid Duct ot Heat Pump Type (filfflw- bm Efficiency lAKati0n piping Thermostat configuratim PUMP, W-) LA�LVE or flSff) (dws, law, 4-1.) RNA WC Type (4" or paaw) EMSM FAU 180 %ICT- R12W -BACK -SPLIT SYSTEV Cool in Equipment Minimum Duct Heat Pump Type istr 0004stionor, Efficiency [,oration Duct Tbeffmstat Configuration beat ',=K 97C.) R-Valuc �a MALLEoar R NM 2241 Uffs far- AlternittWe M"sureal 0 Stated Ducts (au climate ,ems) f1m,w1W tvaing and cemfication ao HFR.S rakx tvid venric*1ion mquimo 0 TXVs or Cornnlix&ion approved equivatent, readilyaccesBible (dmw zoncs, 2 d g 15 o*, (ftouakr fening xWc=jfwzrim and tWRS RAW w fxW vanficzwo rr*wod) OR Alternative to Seated Ducts and TXVs (see Pacim9c C or D Alternative Pacitzge Fe for "cet (-Ihmte zinc) Climate Zone Window S1143C Win U-Factot SE, Heating 8 .40 .75 .80 .80 F5 W &U R K E AT—M-G aff K M _S F= Frcrgyt External 0 P WWI Tank Factor or Tw* matt r Heater Distribution Ntmber IF -put kW ( Capacity Recovery Standby' Jnsulatwm Tym in System of ouvtf I, ff, C, f%') RN leacy GAS, Z I For samn omw"m witerheaftn(med mptooftess dMi or oqWto 75,o1*ftvhr). V1ft*KM,%r,"%M Mdh,= MIMp WW CAj Factor 00 Ile) fot wasouatma gu wata bcatmIm rawd kiput md re"Very effituaKim SEE-0AL EKAIMSS i&W sx-tra awts if wg�). Package C and D: TxVs or commission approved equivalent, Seated Ducts, Radiant Barriers (see installation requirtments for radiant barriers in Section 8,13 jjf the 1999 Residential Manual). Package C: thermal mass (themial mass type, covenng. thickness,riptior), NONE Jan uarv5,2001 COMPLIANCESTATEMENT This certificate of compliance lists, the building fetannes and perfmmatoe specifications needed to comply with Title 24, Parts I and 6 of the Witomia Code of Regulations, and the administrative regulations to implenvat them This cerrificate has bwn signed by die in&wdual with ova -At design responsibility. The undersigned meopize that compliance using duct waling and TXVs (or Commission appmved cWivalatt) requires installer testing and cm-fication and field verification by an approved HERS rater. Designer or Owner (per Business am Profimious codc) Doctimentation Author 14MM': WCENT DW -LIAM" NGUYEN.- DESIGNER P.E. TltwFim Address: 244E 21 STREET Addrem.: 12277 BAJA PANORAMA COSTA MESA, CA 92627 SANTA ANA, CA. 92705 645-4610 (714) 5W-3828 8/1/03 Enfore enient Agency 21'-0" NEW ADDITION 3'-0" GFI 6068 SL. DR 4 0 rz z N in :2 11AIM C%4 Ile C,4 RNYL : l'-O* ABOVE FIN. GRADE (N) MASTER BEDROOM I M� (N) TWO CAR GARAGE 20'X20' CLEAR INSIDE 4 GA FIN.R_ l'-O" ABOVE FIN. GRADE ___ _ 4-- .— — — LEGEND (E) WALLS (N) STUDS WALL (E) WALL TO BE REMOVED 44, 24'-11" EXISTING STRUCTURE COVER PATIO 21'-0'* NEW ADD11ION 04 ARMTE TLUIR r (E) BEDROOM 12 9 Ile 8'-5 L039-7 dI 24 ACCEPTEM ME SEPARATE P MIT ELECTRICALo PL )TA611N Thla, set of plansspecM at oil 11mes and It wa R S10 an UM4 withol .................. . tAGU ft .......... � ... - ON of fita 00141. I ... .... .............. Ai 0 (E) KALL (D W 010 0000 z F= (n X C> P-*4 ARM!11071 �?t, r�(G&PR (E) KITC�0 E, ELEC TAq-11C o IMNTTo funz This of plmin, �Cgqag n mllffl Ql"182 bejjp Qt 311 firlift avid It I I or y viriften Penvisslarl CRIM t he hY 01 ft'anta An& P18n and SP-8010-2flOns $HALL LOT a, a Rn a0proval of 1"i"Is Violation of an i "dina n ce -Y dil all, Mate Law. Am, 9 Ahed Gly it "ITAMNA 10 (E) D#MG ROOM Ci Z, VAL rWA )15�1 .0 24'-11" EXISTING I PER, 7 TYPE. C E LE('07F PLkIr' M E H 43RADING 0^c r 4- C 0 'Q E ........... . ..... (E) 13L (E) BEDROOM 12 .............. .................... ...... ........ ............. ..... .... ................. .......... ....... ........ ................ ............ (E) V. po ........ ... ........... ............. r ............ .............. ............ ........ ...... ....... ............ .......... _ ...... ........... ................ ........ ........ ........... . .......... ........ ............... .......... (E) LIVING ROOM (E) KITCHEN ........... ...... ....... ............. . ........... .......... .......... ...... ........... ............ ....... ........... ...... ............. ............. (E) DINNG ROOM 61-6" 21 1-0" 24'-11" L 6 1-9" LNEW ADDITION FRONT YARD Oft a , C> Tbo I I , vagm 04 t 113 pbn be Wd to pam provisions of ANY, 01 V Mao Accepted By I CITY OF 0 W LWj z W > cr) V Uj > Uj 0 0 < 10 18*X24W W/ SCREEN --- (N) COMPOS. SHNGLES TO MATCH EXISTING 4 .......... ........ ......... ....... ...... ................ ....... -- ....... ...... . ......... ....... .............. ......... ...... ....... .......... .......... ....... .......... ......... ....... .......... .................... ......... ....... .............. — ......... ...... .............. ............. .............. ...... .................. ...... ......... ....... ......... ........... ........... ....... ......... ...... ......... ................... ........... ........ ......... ...... .................. ........ ................. ............. ........... ....... ...... ........ ........ ......... ........ ........ . ............. ..... .. ....... ...... .... ........ T.O.P �,.% ........ ......... ...... .......... ....... ........ ............... ....... ............. ........ ........... ........ ........... ......... .......... ........... .............. ...... .................................. ....... ........ ............... ......... ............... ........ ...... ................. ........... ........... ......... ........ ............. .................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. ...... ............ .......... ...... .............. ............ ........ ..... I .......... .. ......... ............ ........ *1%,-....... ........... ...................... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... .......... ......... I ...... ....... --- .......... .......... .......... ....... ................ ...........�t7C7 ........... ....... ...... ............ .......... .......... ...... .............. — 1. � � 1. � ....... ......... ........ ................ ............... ...... ......... ...... ........ ......... ......... ....... ...... — ...................... ........... .............. ........ ........ ............ ....... ............ ....... ...... .......... ...... ............. ............... ...................... .......... ............ — .......... ...... ................ ....... .......... ...... ...... ....... ............. ........... ....... ...... ............. ......'RI III ................. ....... ...... ....... .......... ....... ...... ............. .......... ... - ................ ........ ....... ...... ......... -- ....... ....... .......... -.- .................. ...... ........ ........ .............. ........ ...... ...... -- ........ ...... ....... ....... ...................... ............. ............... ....... .......... -..- ...... ........ ll-.- ..................... .. ......... .......... - ........ --- ............. ...... ........ ....... - .................... ........... ........ ............. ..... ......... .............. .................... ......... .......... I ....... ...... .................. ...... .......... ........ ......... ....... ...... ...... ......... GRND FL. ......... ....... ....... ...... .......... ..... — — I ....... ... —1 ......... — ...... ...... ....... ....... ................. ....... -- .................. ...... ...... ...... ........ ...... ............ ........ ...... --- ...... 26-0" 38'-0" NEW ADDITION —0" (E) ST CT. 4S—Or EXISTING STRUCTURE WEt"'i"I'" ELEVATION 11411 1! T.1 IN *,a SIX m I It, a /AtiT ELEV AATIUN 20'-0'* NEW PATIO COVER m I 4V—ll NEW ROOF 0 SHADED AREA : ......... .... ........... .......... .... 4; ............. ..... .......... .................... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . .. . .. . . . .. . . .. . . . .. . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. .................. ...................................- ..... ...... ...... . ............... ........... ............... .......... .......... . ........... --.- ........... ...... ........ ...... ............. ............... .............. ....... ....................... ............. ............. .. ................. ... ......... ............... .... .... .......... ...... ............ ....... ...... . . ...... .......... ........ ....... .. .......... 1. - � . ........ ...... .... ..... ....... . .... .... .. .......... -- .... *** ..... le... ............... ........ i .. ---\ ............ .....................:::::::::::: . .............. .. ....... ........... .... ...... ........ ........ ......... ........... ............. ....... ............ ................... .......... .............. . . . . .... . ............... f.... ... . ....... ....... ...... .. in ....... ... ............. ...... .... ... .......... ...... ... ... ...... ....... ............ ...... .......... ..... ....... • .... .......... ............ ...... ..... .. ......... ... .................. ..... ............ . . ......... .......... . ..... ............ ....... .............. in 21 —on 24 *-11$0 45,-11" ROOfw-m tsmjmv&'LA,N SCALE. 3/32 ft = 0 I I I REVISION: BY 36*-6 24-6 tit WON 0- (E) BEDROOM # 1 BEDROOM t HALL (E) u W5� z UJ C-4 ROOM (E) KITOO > <1 (E) LNING, moo (E) DINNG ROOM 24 1-11" E XIS FLO"""""w""' PLANN tLAL PA SCALE : RING NORTH ELEVATIO"', SOUTH ELEVATION SCALE: 1/4"= 1'-O" 4 00 T-O-P— A wAmmo Acm 0 mono w D, A W < a < w 0 < Z < LJL in z J) A W_ IA ll'*-6 3/4"110-4 3/4W 111-4 3/4" 111-6 3/4" mm I 8 I 1�qlh mroxelm• 1 40 A-04 #1 ........... ............ .......... ........ .......... ................ ......... ......... .............. .......... ... ............ ............. . ........... . .......... .............. .......... ............ ............. ....... .... ...... ........... ............ ....... .......... .............. .......... . ...... ------ ; ....................... ....... ......... ........... ............. .......... _ ............. ........ ........... ........ _ ...... cr. ........ ............................ .......... ........................ ............. ................... .. ......... ............. /__ ......... ............ ........... .......... ...... L....................................... ... ....... .......... .......... .... ....... ........ ..... .... ... ............ ........... .... X...... ......... ............ ..... ....... .... ........ .... . ..... ........ ................. ........ .......... ....... ......... .......... ........... ................ ...................... ...... ............ ................... ............ .................... ................ ................ ............ I ........... .......... .......... ............ ............. ........ 014 HDR SIMPSON STRONG -WALL SIMF'SON STRONG -WALL SW1 6x7x4 7 SW16x7x4 A-04 m ml 4xlO 4xlO 4x10 iwryer t06 HDR 11 4X4 HDR b 0 0 x C'4 x C14 (Ni MASTER BEDROOM 4xlO (E) KITCHEN (E) DINNG ROM 21'-0" 24'-11" EXISTING ROOF FRAMING PLAN ROOF SHEATHING NOTES: 1/2-'PLYWOOD (ALTER: 15/32" OSB) RATED SHEATHING SCALE : 1/4"= l'-O" W/ RADIANT BARRIERS MUST BE LESS THAN OR EQUAL. TO 0.005 AS TESTED W1 8d NAILS 0 6,6,12 O/C Cu I 8.) WHERE SHEAR PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 IN04ES ON CV4TER ON EITHER SIDE, PANEL ANTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-IN04 NOMINAL OR THICKER AND NAILS SHALI_ BE STAGGERED. SILL PLATES SHALL BE 3-INCH NOMINAL AND NAILS SHALL BE STAGGERED. 9.) ALL WOOD STRUCTURAL PANEL SHEATHING SHALL BE C-D, C-C AND OTHER GRADES COVERED IN U.B.C. STANDARDS 23-2 OR 23-3. 10.) ALL HARDWARE MUST BE IN PLACE BEFORE PLACEMENT OF CONCRETE-, m 11 1-6 3/4" 11'-4 3/4- 11t-4 3/4" 11'-6 3/4- 21'-0* 24*-11" EXISTING A NOTES. Fu""'u''ND/ATIu`N PLAN CONC- SLAB NEW 3 1/2- THK CONC. SLAB W/ 6X6-flOX#10 WWM SCALE : 1/4"= l'-O" OVER 2" SAND & 6 MIL VIS%JEEN NOTES: 1.) INDICATES SILL PLATE NAILING OR ANCHOR BOLTHING FOR TWO SIDE APPLICATION. 2.) REFER TO SHEAR WALL NOTES ON PLANS FOR ADDITIONAL INFORMATION. 3.) CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. 4.) HOLD00 BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16" (INSPECTION REQUIRED). HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING 1HE SHEAR WALL ALL POSTS NTH HOLDOWNS OR UPLIFT STRAPS SfiALL HAVE CONTINUOUS EDGE NAILING. 5.) ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILt PLATE WITH 2N2"x3/16" SQUARE STEEL WASHER PLATES. - -1 6.) 4x MEMBER TO BE PROIADED UNDER THE FUCt 'SHEATHM TO RECEIVE SILL NAILING AT S14EAR WALLS #4, #5, AND TWO SIDED APPlkI "', I 'bNS A AR WALL #3. I �l 7.) FRAMING AT ADJOINING V PANEL EDGES SHALL B) � INCH AtJ "ICAt NIS SHALL BE STAGGERED WHERE NAILS ARE SPAC6 NCHE SHEAR WALL SCHEDULE PER 2001 UBC 21'-0* 24*-11" EXISTING A NOTES. Fu""'u''ND/ATIu`N PLAN CONC- SLAB NEW 3 1/2- THK CONC. SLAB W/ 6X6-flOX#10 WWM SCALE : 1/4"= l'-O" OVER 2" SAND & 6 MIL VIS%JEEN NOTES: 1.) INDICATES SILL PLATE NAILING OR ANCHOR BOLTHING FOR TWO SIDE APPLICATION. 2.) REFER TO SHEAR WALL NOTES ON PLANS FOR ADDITIONAL INFORMATION. 3.) CONSTRUCTION OF PLYWOOD SHEAR WALLS TO BE WITH COMMON NAILS ONLY. 4.) HOLD00 BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE A TOLERANCE OF NO MORE THAN 1/16" (INSPECTION REQUIRED). HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING 1HE SHEAR WALL ALL POSTS NTH HOLDOWNS OR UPLIFT STRAPS SfiALL HAVE CONTINUOUS EDGE NAILING. 5.) ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILt PLATE WITH 2N2"x3/16" SQUARE STEEL WASHER PLATES. - -1 6.) 4x MEMBER TO BE PROIADED UNDER THE FUCt 'SHEATHM TO RECEIVE SILL NAILING AT S14EAR WALLS #4, #5, AND TWO SIDED APPlkI "', I 'bNS A AR WALL #3. I �l 7.) FRAMING AT ADJOINING V PANEL EDGES SHALL B) � INCH AtJ "ICAt NIS SHALL BE STAGGERED WHERE NAILS ARE SPAC6 NCHE SHEAR WALL SCHEDULE PER 2001 UBC 15/32• THICK WALL SHEATHING, EXP I WITH 8d NAILS AT 6-0/C AT EDGES. 716d AT 5' O/C 5/8*0 AB AT 24*O.C. IRE, off -It am 'LEGSy_AT_6'0/l 16 d AT 8' O/C r O/C/ STAGGERED z I Lu F C) z uj > uJ > u UJI co 0 - < z N..or 0 z < JON& in Of 5 ft*ft TABLEGARAGE POR TAL WALL • a it � �. � . < *.. a I Lim a i � oat 03 2X12 RIDGE BOARD - A . .. • ' � fff ! G.I. STUCCO � • ' 2" S OVER 6 MIL 2X RAFTER W A35 ONE SIDE SCREED VIS EN BARWEEP EACH RAFTER TO RIDGE BOARD `4 CONT. E PLAN - END OF R SHEATHING 06 POST BOUNDARY NAIL A35 - PLATE NAILING ROOF SHEATHING 0 PLC. SHEATHING CALIFORNIA FRAMING BOARD T G B.N. 2X4 0 24 O.C. FLAT 2x RA R.N. P CB54 a # OR US IN A4 2.x R.R. I 1 RO F`R ?ING 2X RAFTER.00 # # 1 # f 1 # i s ♦ i # # i # a 1 # 2x STUD @ 16" O.C. + SEE PLAN WALL SHTHG., SAME AS BE:LO�V . 4. B.N, 2x BLK'G. i r # # # # r 2X BLOCKING FASCIA ROOF SHTHG. @ MAIN � ' 1 2,-G" O.C. � � ROOF TO BE_ EXTENDED ' 1 # 1 2X4 BLOCKING G � � TO MAIN ROOF SUPPORT # � 16d FAILS @ 6" O.C. � 2 � CONT. ,;; FRAMING A -------- a a a - - -- - - 'I r t f i / .,. MAID! ROOF B.I. , �, # # # # # # # # # # a h # a A35 -PLATE NAILIN 2X4 STUDS & 16 O.C. � . . .. A .. •�'' , { BALLOON FRAME { - v---_ VAULTED CLG. ONLY) SEE PLAN Y"- 2x DBL. TOP PLA " .' <0 2x STUD 16'"O.C. " ,-, WALL SHEATHING 2x4 R. R. CALIF. ,i FRAMING 16" O.C. (U.N.0.) PROVIDE .. . ;. INTERMEDIATE SUPPOFASCIART POST FOOTING 0 8-0* O.C. MAX. PER CALIF. ROOF C& HEAR N VI ..� CALIF. ' ' ET. C G. (PLA EW) ----- UA END OF ROOF SHEATHING 2x CONT. / 16d R SHEATHING CALIF. 2X RAFTER ! @ 16" O.C. FRAMING 2x MAIN R.R. 2x R.R. ROOF SHEATHING OR TRUSS -- R SHEATHING 2X BLOCKING B.N. 2x R. R. 1� 16d FAILS 6" Q.C. � EXISTING YVAIrL B.N. CALIF. FRAMING B, , 5/8"X6" T&G X24" DOWELS 36" O EXTEND ROOF 6x 16d ... BOARD a EXISTING FLOR SLAB NEW FL B SHEATHING TO MALL AND FOOTING 1d FAILS T " O.C. co 2X CEILING JT. e _ 2X6 PURLIN & 2X4 KICKER 2x6 RIDGE BM. W/ AS REQ'D. TO LIMIT R.R. TO -16d TOE MAIL, 2X BLOCKING 8'�-0" SPAN MAX. EA. FACE AND EA. SIDE 2X FASCIA 83x 2X4 STUDS @ 16" O.C. LIE. ROOF T N ROODCALIF. SHEAR HALL SEE PLAN TYP. CALIFORNIAWALLSLAB,@ NOTE. ALL NECESSARY HARDWARE, FOR PANEL 2X4 STUD 16" O.C. INSTALLATION,IS PRE —ATTACHED C PRE —INSTALLED PROVIDED. EXCEPT FOR TEMPLATE AND � SHEAR 2X S S 1'6" O.0 C. HDQ8 H D ANCHORBOLTS. SEE PLAN 2X TREATED ALL WITH 2X4 TREATED SILL WITH CEM. PLASTER " *FRONT" STAMPED 5/8" 0 A.B. AND 2X2X3/6 WASHER, OVER MET. I.ATFI 5/8 0 A.B. AND 2X2X3/16 WASHER, PLATE WASHER" MIN. EMBED. AT 48 O.C. �" EMBED. AT " Q.C. ALL D R SHE AR BALL. , 3 1 /2" CONC. SLAB WITH 6X6 SEE PLAN 10- 1n W.F. COU NUT VIEW A— A HCR FULL LENGTH GARAGE HEADER ON (DESIGN BY OTHERS) NTH MINIMUM SIZE AS SHOWON DET 5 & 6 ®, . _ °Al 5 8" x 12" AB SEE SHEET �'. 2" SAND IL G.I. STUCCO " �•. �• B #NG PLA"TE i ,/ iDS S FOR � . $.. $ D OVER 6 M P S ED .r W/7 CONCRETE 1 /4 x 2 1 /2 SCREWS C�1� � - VISOUEEN BARRIER EMBEDMENT ' . .: :: a° PROVIDED NTH WAIL c. d . , (2} 4 CANT. :. z KINGS 4 4 CONT. • _Ln- .A # _ SEE PLAN V 0" SSTB PER DETAIL SEE PLM PORTAL _. CONC. 'S' ROOF TILE NOTE: 5� m U TO CURRENT ON CONNECTOR USE 3/8 PL /OSB SHIM UNDER O� CATALO FOR SSTB INSTALLAVON AND iL SW * o s 1 I • SW 22.x7-6 I SW • * i # SW r 2E ISW D SW 22x8-6 IS 3-1 8 GLB ". TOPS 0 48"" Q.C. low ULM. VLAb I BC ..�_ STRAP WHEN HEADER% AR TN REQUIREMENTS. 1 /2 SHIM PRC}I�EI) �f BALL I ,� Rif. OVER MET. LATI-1 HEADER 4" l6� R SHEATHING ,1 2X4 TREATED SILL WITH . a : � 5/8" 0 A.B. AND 2X2X3/1WASHER, :: ' : • SHEAR TALL. a 1e « a Q - ,� • $ {� •. f q .. •* R . •, ♦ ' • .. e , y. • . a + .. + ,♦ 1 � MIRY. EMBED. AT 481* O.C. . FIELS NAIL 10go STRAP4 44�.- SEE PLAN TO POST & HEADER a M 4. a " WITH 10 tOd a � .•. � � . ��"...� 3 1/2 C G. WITH 6X6 NAILS C (10) 16d 8 5 MAX. CONCRETE DESIGN BY QT HERS ;{ 1O -#10 W.W.F. SINKER NAILS AT TOP - ' Q0%,00, $ AND BOTTOM OF EACH 4 STRAP. r RWAR AS 4 1/2 SHIM IS PROVIDED NTH v 4 REC 1i FOR 55T8 WALL, BUT IS NOT KOUIRED i 1/ f2" SHIM IS PRC)VIDED 1+ 1 0 a aa. �......_._... _.... _.,.. , ab aaa q 4 j# } 1 41 POSITION HEADER FLUSH AGAINST STRONG -- WALL 41 SHEATHING. (DESIGN BY OTHERS) Ellr#lg glow 1�� • : + SW 16x7-4HD SW 22x7-4 SW H SW '' SWa' ° a SW e:i 6HO SW 22x8-6