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Plans BUP2014 00041 SIT2014 00004 INDEX OF DRAWINGS PROJECT DIRECTORY SCOPE OF WORK CODE SUMMARY OWNER/TENANT: ADDITION TO THE SIDE OF THE BUILDING. CONSTRUCTION CODE: Al Cover JEFFERY ALLEN 2010 OSSC Site tt Sheet/General plans, HOME DECOR Current I Additionr Elevations Plan7925 SW DARTMOUTH ST. A3 PORTLAND, OREGON 97223 BUILDING ® A4 Elevations Foundation If III plaGENERAL CONTRACTOR: n. r ` c� OCCUPANCY LOAD: Engineers ITO BE DETERMINE. M- 60 SF/OCCUPANT C) C :UNION STATION SUITE 203 TOTAL = 86 PERSONS Date: 2- 2-�- OTQ GF= 4004 SF. = 67 PERSONS P4 w DEFERRED SUBMITTALS C) N ARCHITECT: B- 100 SF/OCCUPANT CITY OF TIGARD CM Olt 77GARD GF= 628 SF. = 7 PERSONS Approved by Planning REVMVED FOR CODE COMPLMNCE C) TODD SLOAN ARCHITECT '� Initials: PORTLAND OREGON 97209 'Permit M. g.-4 C) NOTE-- DEFERRED SUBMITAL MAY BE SUBMITTED UNDER Addresm (503) 228-8323 Suite M. 00 SEPARATE PERMIT, BUT REQUIRED PRIOR TO BUILDING OCCUPANCY. BUILDING CONSTRUCTION TYPE: By; -�7 LIC # 2508 Date: ENGINEER: Don ShermanEngineering. ALARMS,3151 NE. Sandy Blvd. PLUMBING IS REQUIRED PRIOR TO BUILDING OCCUPANCY PROJECT AREA: OFFICE COPY Portland, Oregon 97232 ELECTRICAL IS REQUIRED PRIOR TO BUILDING OCCUPANCY G/F. 4004 SF. - 2/F. 725 SF. Approved plams (503) 230-8876 FIRE SECURITY, AWNING DESIGN. ADDITION 705 SF. be on job site,don@shermanengineers.com Contacts: Don Sherman DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OTYOFTIGMW OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN EXITS AVAILABLE: Approve& RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE OTO CCC CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. Address** LONGEST TRAVEL ® ® Suite M- 74 FEET. Dato BURNNA Ta ESIDEWALK VICINITY MAP 15041 95q-0" a IN Sad. f dfle SW I r 5t r ADDITION= 705 SQ.FT. (E) BUILDING N. N) ADDITION _ 05 £a"VeSE5a�� € IV s LLJ PROJECT # T! T . t h` DV_G BY; JTC W: ion 5 0 g x 15'_0@W 8a-711/1 " m .. ., SW Yarns, U ------ METZGER SC WDD WAN SH EET T TO SCALE N 0 TE__ S 7 7/8 R D5 EMERGENCY LIGHTING FACILITES SHALL S1 BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST 41;_oTv FIRE PIT AN AVERAGE OF 1 FOOT CANDLE AND wp A MINIMUM AT ANY POINT OF 0.1 FOOT–CANDLE MEASURED ALONG THE PATH OF EGRESS AT FENCE ON TOP 3' HT, RE–INFORCE CONC. WALL FLOOR LEVEL. A MAXIMUM TO MINIMUM ILLUMINATION D5 WP UNIFORMITY RATIO OF 40 TO 1 oou S1 SHALL... NOT BE EXCEEDED. BACKUP POWER FOR EMERGENCY LIGHTING SHALL BE PROVIDED FOR A MINIMUM OF 90 MINUTES. THE ENTIRE FLOOR C.0 8 FEET HIGH AREA OF ASSEMBLY SPACES WITHOUT SEATING SHALL U 4t CONCRETE PA-1-10 BE ILLUMINATED. c� 0 ce C* '40 c:) RE–INFORCE CONCRETE WALL. F 0 co _�O CO NOTE: THRESHOLD TO BE U2 LESS THAN 1/2" IN HEIGHT c) s= i iiop� is DOOR INSTALLER TO VERIFY DOOR THRESHOLD FOR —----- ------- —----------- --- NEW OUT-SWINGING DOOR. un C-0 1T-10 7/8" 1 T-10 7/8" 1 T-10 7/8" Cz THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL NOT EXCEED E. 8-1 /2 POUND-FORCE FOR EXTERIOR DOORS AND 5 POUNDS-FORCE FOR INTERIOR oc 464" DOORS, SEE SECTION 1109,9.9 (OSSC), < FLOOR DRAINS MAY BE LOCATED WITHIN A CLEAR FLOOR SPACE PROVIDED THE c:) 0 OPENINGS IN THE DRAIN COVER SHALL NOT EXCEED 1 /2-INCH IN ANY DIRECTION AND 9�-6" 3'_09il 9�_6111l 5"J" 6 1-ou T-2" 1 /8-INCH BELOW THE LEVEL OF THE 0 _F-7" THE DRAIN COVER SHALL BE NO MORE THAN m 60 SURROUNDING FINISHED FLOOR SURFACE SEE SECTION 1109.10,1. (OSSO) D2 CL� s D5 s S T <l 6 61 D6 6 D2 D4 --- ---- –USE (E) WINDOW r RE RE USE (E) WINDOW Sl S1 0 p 9/6 X 10/8 WE 9/6 X 10/8 W, WP D p 62 WP HD HQ' D H D H -------- 6 A HDR. 6 X 12 HDR. (HE2 8 6 X 12 HDR. D3 Sl CX N) DBL DR. sl (HI ) 0 CONC WALL, WITH [WINDOW ABOVE �D­OOR 0 x 2 X 6 WOOD FRAME ABOVE 6/0 A 5/8 Lo cy) 0 c) OTE: 14" CONC. EXPOSED EXT. 1�1 I NOTE: \_ (N) CONCRETE SLAB WALL LEGEND Lo EXISTING WALLS 2 X 6 @ 16" 0. C. WALL 36" CONC. EXPOSED INT, RC (2) HOURS FIRE RATED WALL N1 0 USE CA FILE NO. WP 4230 x - NEW WALLS 0 UTILITY SINK CLEAR CLASS REMOVE WINDOW CLEAR GLASS r__ RATED WALLS NFW '2) HOURS FIRLE I x 0 E� P� -0 GFI REPLACE WINDOW CUT CONCRETE WALL REPLACE WINDOW USE GA FILE NO, WP 4230 c) –-----— ------- cf) >Ei co ADD (N) SL. DR ALUM, REMOVE (E) DOOR. DEB WALI S To BE MOVED 7/2 X 7/8 sl 7 _ CONC. RE–IN0RCE WALL'r L 4 4 NOTE: 14" CONC, EXPOSED EXT. ----, 8 F_oEiii (E) CMU 36" CONC. EXPOSED INT. C) (E) BUILDING GENERAL N OTES: 8'-4 1/2" 1. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED PROJECT # VERSION OF OSSC. AND ANY APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS. 2, THE CONTRACTOR IS RESPONSIBLE TO CHECK THE DWG BY: JTC PLANS AND IS TO NOTIFY THE DESIGNER/OWNER OF 9/10/13 ANY ERRORS OR OMISSIONS PRIOR TO THE STAR_,.. 9/16/13 OF CONSTRUCTION. 9/18/13 1 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 9/19/'13 DDITION [__ 00 A SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. 9/20/13 FR PLAN --- 4. ALL- CONSTRUCTION, CARPENTRY AND FINISH WORK IS 2/3/13— TO BE PERFORMED, CONSTRUCTED OR APPLIED IN A SCALE: 1 /4" l '-O" GOOD WORKMANLIKE MANNER, ADDITION 705 SQ � FT. 5. ALL NEW BUILDING MATERIALS TO BE OF STANDARD OR BETTER QUALITY FREE FROM DEFECTS, C SHEET Z:n NONNI (E) BUILDING ARBOR GATE (D 00 H0 � O N v w O � ' M O � O co � O a0 ►�+ O Z M CIS a CD RIMINI— Q O U M ° a ° d ° a ° d d d � CITY OF TIGARD Z °O O ° ° d ° ° ° M a d41a ° Approved by Planning O W N Z ~ Oc•� M Date: 2..z..r- i F'-' > o s M Initials: O Q oZ � ° Q ° zoo NORTH /WEST ELEVATION o 0 0 H ooaa.� w SCALE: 1 /4" = 1 '-0" ARBOR GATE H ° � W d d ° da o � � o O 00 ° 0o d M ° Q d d ° Q ° d V N � SOUTH /EAST ELEVATION W w SCALE: 1 /4" = 1 '-0" W (E) BUILDING PROJECT # 00 DWG BY: JTC °a a a :. Q ° a ° 9/10/13 91613 9/18/13 O ° v . 4 9/19/13 00 a as 2/3/13 ° v . d d ,00 SHEET c' NORTH /EAST ELEVATION • A \3 SCALE: 1 /4" = 1 '—0" 1400'0 (O CV NONNI L- (E) BUILDING Z Ln x w = = W Q) _ co � Z O // ° v ° d [rr--ll� pp = ° ° d V O N oT_ E ° ° °v' a 4 - O Q C'7 E T_ E ° ° a 48 a a a O �+-� N CIS 1 v d ° cd 00 $ 00 ^\ �° 0 Z o Qz � aw � Q0z � o NORTH /WEST ELEVATION CITY OFTIGARD 0 c x Approved by Planning H oo Date: 2-�.,s-- i dfSCALE: 1 /4" = 1 '-0" Initials: G U z z F_ N x = X W U LL)LL) W / = W -CD 0o/ / / 0o 00 of Z) D / / ozp� // zm W o o Ch o O 00 Nil N �1 SOUTH /EAST ELEVATION W w SCALE: 1 /4" = 1 '-0" W PROJECT # (E) BUILDING CID ao DWG BY: JTC 9/10/13 d4 ° v v. d 9/16/13 9/18/13 A. C) d 9/19/13 Ad v a . 00 ° ° :A d v v ° . d° . v v, a 8 °• d ° ° v SHEET "AA NORTH EAST ELEVATION "AA 4 • xyyA,�r SCALE: 1 /4" = 1 '-0" ' 16" WIDE CONC. FOOTING NOTE: FOOTING TO BE 18" ROOF VENT BETWEEN BELOW GRADE EVERY OTHER TJI W/ (2)#4 REBAR (TOP/BOTTOM ) NONE TYPICAL PERIMETER FOOTING TORCH DOWN ROOF 3/4" T&G PLY SHTG. 471-0„ 331-81/2" 6-3" 7'-0 1/2" (E) BUILDING z z TJI ® 24" O.C. ~ N PER MNF. SPEC. AND LAYOUT X = w BRICK TO MATCH EXISTING w UJ _ C1 U -1 1/2" PLY'W SHEATHING a z O O z LEDGER P.T. 4 X 12. o U 1 co M �-co o -i w O� O o EXISTING BRICK WALL ~ M O R-21 INSULATION z 03 zo m EXISTING WOOD WALL (E) ADDITION R-15 RIDGE��INS TION O M cz F- BLOCKING o _ 24 WIDE. (N) CONCRETE SLAB —��r U c (�>-t Q a p 4" CONC. SLAB W/ c:) �� Z v oiLI 2 X 6 STUDS ® 16" O.C. Lo 6 X 6 - ENTER1.4W X OVER Lo O w N FL00 RAIN 6" MIN. COMP GRANULAR FILLFL00 RAIN O N M EXISTING CONC. SLAB AND FOOTING 4" CONC. SLAB ON _ 14 EXPOSED CONC. OVER 6 ML BLACK VISQUEEN. 0 4" COMPACT GRAVEL ON O TO MATCH EXISTINGkn Q O 6 MIL BLACK VISQUEEN. M _ SLOPE 1/8" PER FOOT / `p TO FLOOF DRAIN. TYP. Z � Q 0 z EII.0 / E. O � o P 0 2'-0" 1177 H oc R-15 RIGID INSULATION FOOTING TO BE 18" BELOW GRADE REMOVE (E) DOOR. SECTION TYP . (E) CMU (E) BUILDING SCALE: 1 /41) = 1 '-0" 1/4" 1&G PLY SH I G. W/ D6 10d ® 6" O.C. EDGES & 12" O.C. FIELD. S1 FOUNDATION PIAN v ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q SCALE: 1 /4" = 1 '-0" 0 0 w � z o N MIN. 30" P RAPET WALL - 57< " J` 1 o110 ��IIq �• l�� (N ) ROOF (2) HOURS FIRE WALL a o v 2 ROOF VENT BETWEEN EVERY OTHER TJI O z a D7 SCU ER (4) NEW EXTERIOR WALL MOUNT LIGHTS w WP WP WP N 2 WP O O � H P.T. 4 X 12 LEDGER (6) NEW HANG LIGHTS Ilk Ilk BLOCK E R 0 0 F BLOCK EDGES NEW REGISTERS h� ALL EDGES (E) [�] OF ROOF ^ SH TG. EXTEND EXISTING DUCT. ROOF PLAN -1 �7• �9 SCALE: 1 /4" = 1 '-0" / GFI 0 PROJECT # ~ 4• TYP. . ,� (E) BUILDING DWG BY: JTC s• a' 9/10/13 TERMINATION OF 4X6 SCUPPER OUTLET AT 1 1 CONDUCTOR HEAD SHALL BE WATERTIGHT 9/18/13 9/19/13 SCUPPER SHALL BE 13 MADE OF SAME MATERIAL AND GA. GALVANIZED AS ST COND REFLECTIVE CEILING PLA N STEEL CONDUCTOR HEAD, CONDUCTOR HEAD VERIFY THAT DOWNSPOUT IS FABRICATED OF SAME MATERIAL SCALE: 1 /4" = 1 '-0" I SHEET 45- R DETAIL SCUPPE � A 5 SCALE: 1 " = 1 '-0" +•/s N(p I N 18616 10, cry P � EXPIRE-5 6-30-14 vo � o a q0 z � N � cy- � (2) G516 GONTINUOU5 STRAPS ALL PANEL EDGES MUST 7 TO SHT6 W/ 2x FLAT 5LK6 V SHEAR ALL 5GHEDULE BE BLOCKED UNLESS NOTED OTHERWISEBRICK VENEER LTT20B TIES ® 48 O.G. W/ SOLE PLATE 1/2" DIA. SAW THRU BOLT It EDGES STUDS MARK WALL COVER FASTENERS ® PANEL INTUDS RIM BOARD/BLK6 CONN CONN (SEE REMARKS NOTE #3) 3x3x14 PLATE 5 R 5 160® b"O.G. A55 8d GOMMON® 6"O.G. Z -7/Ib A.P-A.- 0.131"-x 2-1/2" RATED 5HT'6 F.RH.P-NAIL b"O.G. 12"O.G. 1/2"x1 "ARS ® 24" O.G. SUITABLE 5UB5T. FOR Q (255#) ® 322" O.G. 0.131"-F.RH. P-NAIL LAN /Ib"A.P.A.- 0.131"x2 1/2" 160® 4"O.G. A35 8d COMMON NAIL OK &XIO B PRP G 6 -7/16' z (350#) RATED 5HT'G FULL ROUND- 4"O.G. 12"O.G. 1/2"x12" A.B.'S ® 18"O.G. SUBSTITUTE FOR ANY 11D\DHEAD P-NAIL ® 24" O.G. 0.131"-(1 eA.)P-NAIL O Q 0.131"x2-1/2" 20d 9 3"O.G. A55 3x REQUIRED® ALL L 6X4X5/I6 CONT W/ 7/Ib"A.PA.- FULL ROUND- 3"O.G. 12"O.G. I/2"xl2" ARS ® 12"O.G. PANEL JOINTS If DBL 3/8"X4" LAG BOLTS (505#) RATED SHT'G HEAD P-NAIL ® 24" O.G. 2X SOLE PLATE SHT6 PER PLAN ® 24" O.G. 0.131"x2-I/2" 20d® 3"O.G. A35 3x REQUIRED® ALL 8" GMU BLOCK WALL E 1/I6 A.PA.- 2 O.G. FULL ROUND- 12"O.G. 3/4"x12"AB.'S A 10"O.G. PANEL JOINTS 4 (6-T0#) RATED 5HT'6 HEAD P-NAIL 5TA6RD. ® 24„O.G. 50LE PLATES EXIST 2x LEDGER Z� F +) 1/16"A.P.A. 0.131"x2-1/2" 4"OA35® 5" O.G. A35 3x REQUIRED® ALL PANEL .G. RATED 5HT'e FULL ROUND- 12 O.G. 3/4 xl2" AB.'5 ® 8"O.G. JNT5 +I SOLE PL.-OFFSET (l9STAGRD. 0#) EACH SIDE HEAD P-NAIL ® 24" O.G. JOINTS EA.SIDE OF WALL �4 1/I6"A.P.A. 0.131"x2-I/2" A35® 4"O.G. A35 3x REQUIRED® ALL PANEL < z G' RATED 5HT'6 FULL ROUND- 3115TAo.. 12"O.G. 3/4"x12"AB.'S ® b"O.G. PANEL JOINTS d 50LE PLATES (1010#) EACH 51DE HEAD P-NAIL ® 18"O.G. OFFSET JOINTS FA.51DE OF AAL 4 , OI2"O.G. 3NTH RATED 507'6 FULL ROUND- STA6RD. 12O.G. 34"A2AB.5 ® 4"o.G. PANEL JOS & 50LE PLATES O GONG NA L L F RAM N CTIES B R G< VENEER LE D CE ' (1580#) EAGH SIDE HEAD P-NAIL ® 12" OG OFFSET JOINTS FA.51DE OF WALL 0 GONG52 SGALE: I" = I'-o" BMULED&ER&X4 SCALE: 1" = 1'-0" HOLDOWN SGHEDULE �p c/ �S) O MAR HOLDOWN FASTENERS MARK HOLDOWN FASTENERS Z C) NO SPECIAL CONNECT BTM. PL TO 115THD14" (38) Ibd SINKERS LS-10 FRAMIN6 GLIP D ® 6" O.G. HOLDOWN FLR J5T/BM/BLK'G (3.64 KIPS) 5TDH14 RJ® RIM JOIST REQUIRED W/ 16d ® 4" O.G. w 6ALV FLASH'& � (13) IOd COMMON (14)5051/4x2-I/2"SCREWS O MSTA36 HDU5-5D525 d 51MP50N 55TB24 x TT20B TIES ® 48" O.G. 1 SD ® 6" O.G. NAILS AT EACH END (5.18 KIPS) 6 OVER JOIST W/ 1/2 DIA. _ 2x6 STUD PARAPET WALL Lu (2.05 kips) a 1 3/4" ox- STAG& 5/8"DIA.ANGHOR BOLT 6ALV ANCHOR BOLT .o (11) 16d COMMON (20)5051/4x3" 5GREWS LAP ® 48"O.G. W/ MST37 "HDUB-SD52.5" (3)2xb P05T REQ'D d m "n (2.34 kips) NAILS AT EACH END (7.81 KIPS) B SIMP50N 55T828 6x8 HDR W/ L570 CLIP (3) 16d TOP 8 BOT ROOF SHT6 PER PLAN ® I 3/4" o.c. STA66 STOP ® PARAPET WALL (17) Ibd COMMON 1/2" THRD ROD IN HILTI 'HIT 5G' MST48 "HDUII-5052.5" (30)5051/4x2-1/2"5GREW5 COMPOSITE SCREEN It HY -10 3 (3.63 kips NAILS AT EACH END 9 bxb P05T REGO p (1.535 KIPS) t 51MP50N 581x30 ADHESIVE EPDXY TOP BOT TJI RAFTERS ® 24" o.c. ® I 3/4 o.c. STA66 �� (36)5051/4x2-I/2"SCREWS "M5T60 (24) 16d COMMON }{DU14-5052.5 NAILS AT EACH END bxb POST REQ'D 3 DBL 2x TRIMMER `fl 2x8 BLK6 Wl 8D ® 6" O.G. 4 (4.83 klps) 10 (14.925 KIPS) 51HP50N 551x30 ® I 3/4" o.c. n 2X BLK617 (\� (44) 16d COMMON P.T. 2X6 SOLE PLATE V "GNISTI2" NAILS AT EACH END "T522" (9) ISD EACH END STRAP 01 5 (9.21 kips) ® 1 3/4" o.c. TS LEDGER NOTES:: WALL 5HT6 PER PLAN HOLDOWN ® STUDS SPLICES Tff B a W/ SIMPSON P�R PLANT 02.5 ® 24" O.G. � I. DBL 2x SILL PLATE MAY BE SUBSTITUTED 3x PLATE IF THE ANCHOR BOLTS ARE DOUBLED 'MSTA24' FOR WALLS W/ SHEAR UP TO 600#/FT Ibd ® 6" O.G. EXISTING Q 'EBE3VV'' HN6R 2. BUILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER GMU WALL a WALL. 5HT6 PER PLAN 2X STUD WALL ® I6" O.G. "SIMPSON" GATAL06 FOR ALL HOLDOWN CONNECTIONS. 3. FOUNDATION ANCHOR BOLTS SHALL HAVE A STEEL PLATE WASHER UNDER EACH NUT NOT LESS P.T. 3x MUD SILL W/ .T. 3X10 LEDGER W/ (2) A.B. PER SCHEDULE 6ALV. J"-DIA. EXPANSION THAN 0.226"x3"x3" IN SIZE. GONG SLAB BOLTS ® 24" O.G. INTO WHERE OCCURS GROUTED CELLS 4. THE PLATE WASHER SHALL EXTEND TO WITHIN I/2" OF THE BOTTOM PLATE IF SHEAR IS EXIST BMU l�l�L�/HDR G O NN • • GREATER THAN 200 PLF. Q (D, ROOF JOIST TO GMU &R-FTJI J RAFTER @ PARAPET NALL 5. ALLOWABLE SHEAR FOR TYPE SQMAY BE INCREASED TO 330# FOR WIND LOADING. &E5MU04 MU RF5K8 Wlth ledger SGALE: 1" = 1'-O" parapet SGALE: 1" = 1'-O" I I SCALE: 1"=I'-O" � 6. ALLOWABLE SHEAR FOR TYPE©MAY BE INCREASED TO 460# FOR WIND LOADING. lU PER I I I Ia o � ARGH 0 Lu � #4xJ ® 48" O.G. ALT TAILS VENEER TO BE < Lu ANCHORED TO THE j q (3) #5 GONT TOP 8 BOT WALLS W/ ANCHORS In 4� 2X STUD WALL a 16" O.G. (Y Om I6 O.G. EA. WAY. USE W/PLY SHT6 PER PLAN 8 GMU WALL PER ::• OUR-O-WALL SEISMIG W/ #5 VERT5 ® 32 - W/ #5 HORIZ ® 48" J ENGAGE JOINT GONG STEPS DA5213 S' ANCHOR � 2X P.T. MUD51 LL W/ I/2" NOTE: XIO" AB.15 ® 48" O.G. 1 O PER PLANS STRAP HOEDOWN PER REINFORCEMENT . PROVIDE E06E PLAN TO DBLSTUD PROVIDE MIN Vill W/ MIN 2 PER WALL HDU---5D52.5 HOLDOWN B CONTINUOUS SECTION NOTE: NAILING PER PLAN PER PLAN TO 6X POST PROVIDE ED6E CONN OVER WALL 5HT6 PER: NAIL'G PER SINGLE-WIRE JOINT PER 51MP50N 5PE65 PLAN ® 5TUD5 REINF. ® 16" O.G. VERT h It GONG SLAB PER PLAN (N ANGHOR BOLT SGHEDULE (KIPS) CL �- - I. F'c = 3,000, Fly = &RADE 60 Q TOP OF 8"GONG 2. ANCHOR BOLT SHALL BE A30-1 THREADED ROD WITH NUT WASHER. 0 FOUND WALL W/ (2) #5'S EMBEDMENT IS 3" LESS THAN DEPTH PER COVER. GOVT TOP d BOT, DEPTH (INCHES) I'D` T.O. FOUND WALL NOTE. I I III III Q • #4 VERTS ® 48" O.G. O X z PLAGE STRAP MIN 1-1/2" FROM 4.3 CORNER OF FOUND WALL Z Q #4 ® IS" O.G. W/ IS" 6 6 A.B. 'B' D' EMBED GAPAGITY WHEN HOLDOWN SHOWN ON HOOKS ® CORNERS 00 6 LJ EAGH SIDE OF GORNER PLAGE 71 l!1 Q Q D- HDUB 557528 18" 12" 10" 7.8 1k ON ONE 51DE ONLY AND I # GONT GONG FT6 EDGE NAIL TD MULTIPLE STUDS r- 5heet W/ (2) #4 GOVT 4 X ® 48 O.G. o HDUII I" DIA. 30" 13" ID" 12.2k = � I I/2" • O HHOU14 I" DIA. 30" 1411 II" 14.Gk Z X Q6.. 8.. 51MP50N 5BIX30 J T0515 I" DIA. 3-1" IG" 16" 22.bk 00, #4 VERT5 ® 48" OG ANCHOR BOLT 0 1'-6" GOVT REINF TO BE PLACED 1'-8" 3"-5" ABOVE HOOK GMU NALL/FOUNDAT ON HOLDONN BOLT TO FOUND GRADE BEAM FOUND/BOLT HOLDOM T'A'P SHEAR MALL STRAP HOLDOWN T' F EXT FOUND MALL D SCALE: 1" = 1'-0" FND6RDBM AB SGHED SCALE: I" = I'-O" IHLDSTHDIO SCALE: I" = 1'-O" FNDOI 2-STORY with veneer SGALE: 1" = I'-0" GMU02 SCALE: I" = I'-O" �� HDU14-SD52.5 of --