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" S „ MAX. KNO -OUT BLOCK NOTCH LINTEL WHERE REQUIRED <br />12 RE -ENGINEERED WOOD TRUSSES Q 24 0/C I I --GIRDER TRUSS W/ F) #5 FOR CONCRETE PLACEMENT <br />a� <br />m <br />u m <br />m <br />_ a <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />—PREFAB CHIMNEY CAP <br />N <br />SIMPSON <br />SEE ELEV. <br />SEE <br />OUBLE 2"x4" S.P.F. TOP PLATE <br />SIMPSON H5 AT <br />FLASHING <br />H TT16 TYP. <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />EACH JOINT TYP. <br />2"x4 BLOCKING (SEE MANUF. ATTACH BLOCKING <br />" IMPSON MTS12 c;� EA. CORNER <br />SPECS. FOR MINIMUM DISTANCE) TO TRUSSES Wf SIMPSON SLOPE <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" <br />- <br />A34 ANGLE TYPICAL RE -ENGINEERED <br />EXTERIOR FINISH <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />a¢ <br />is:WOOD TRUSSES <br />THICK EACH. 3RD LAYER 1/6 THICK. <br />Zz <br />PREFAB CHIMNEY <br />f 2X TOP PLATE <br />CRICKET AS REQUIRED <br />M�� <br />} /� �� REFAB CHIMNEY ASSEMBLY <br />BLOCKING 0 MID POINT WHEN CCKETI <br />5/8"� THRU <br />• <br />o - - <br />+- a <br />CHIMNEY EXCEEDS 6 -fl IN HEIGHT z <br />------ <br />o GALV. METAL — <br />=a, o FLASHING <br />I <br />I J� ABOLT <br />1 /2" SHEATHING OR O.S.B. <br />acr- 0 <br />2"x4" STUDS 0 16" O.C. MAX. <br />SIMPSON SP2 @ EA. STUD <br />cv a <br />2"X4" ® 16" O.C. MAX. <br />"x4" BLOCKNG TYP. <br />MIL. FLASHING <br />SIMPSON HTT162 X B.U.0 <br />CRICKET <br />�/ <br />RTORTRUSSES NTH8d COMMONSS <br />TOP CHORD <br />TYP, <br />FASTENED <br />kGALV. <br />WIRE NAILS ®4" 0/C BOUNDARIES <br />r <br />6" 0/C EDGES & 8" O/C FIELD ='= <br />SECTION11,4-,411 <br />TYPICAL CHIMEY DETAILS F <br />PSON MTS12 0 EA. CORNER <br />TYPICAL HTT16 TO <br />STD. 90° HOOK 2"x BUILT-UP COLUMN <br />FILL CELL BOND BEAM <br />CONT #5 BAR o 8-16d NAILS <br />- °O ° <br />CONT. #5 ° ° 5/8"Ox8" "J" BOLT OR <br />5/8.0 HILII KWIK BOLT II <br />BAR STD. so° — HOOK W/ MIN. 8" EMBEDMENT <br />IF9 <br />I <br />I <br />_ u OUBLE 2"x4" BLOCKING SCALE. N.T.S. S2 - NOTES: ; <br />SCALE: 3/4 -0 SUILT UP COLUMN DETAIL 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. CO SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 N�A O #5 NFROM F U TION <br />2X4 PT STUDS 0 16" O.C. OR (1)2X4PT STUD = _ �.?" 2 a VERIFY THAT ALL REINFORCEMENT ® OPENINGS LESS THAN OR EQUAL TO 6'-0" TO HIGT HEST BON A 5IMPSON STRONG <br />0 24 O.C. UNDER COMMON TRUSS W/ (2) 2X4 HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTT1ro 1\( <br />PT STUDS UNDER HIP CARTER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND SEAM STEP DETAIL � <br />MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE ABOVE) siMPSON LSTA14 SCALE: N.T.S. S2 <br />UPLIFT CONNECTOR (SEE SCHEDULE) AANGER W/ (6) 1Od INTO BEAM & C 2X4 BLOCKING 24 O/C STAGGERED (TYP.) TYPICAL FILLED -SCALE: N.Ts. 52 <br />SIMPSON META20 @ EA. STUD 6) X 1 3/4" INTO BTAPCONS SEE FLOOR PLAN NOTES L INTEL ASSEM5LY G <br />10d NAILS ® 6" FOR REQUIRED CONNECTION <br />MOISTURE BARRIER <br />S"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND F11 I ED W/ 2500 PSI GROUT <br />1 #5 VERT. IN CONC. FILLED CE11 <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />KNEEWALL A50VE MASONRY WALL DETAIL r E <br />SCALE: N.T.S. 52 <br />4/`VENT OR 2ND FLOOR <br />" TYPICAL C.M.U. WALL <br />(2) 2 X 8 BEAM <br />TRANSOM OPENING <br />7'-4" A.F.F. <br />PRECAST RECESS <br />LINTEL (FILLED) <br />#5 REBA <br />DOOR OPENING <br />Mill' <br />• • • • • <br />RECAST LINTEL W1 (1) #5 CO <br />IN OPENINGS GREATER •" WIDE <br />OPENING <br />- • - - <br />IIII <br />Mmill <br />holm <br />oll <br />ilium <br />lily <br />I�II� <br />um <br />■��� <br />MEIN <br />�101 <br />O.C. STAGGERED z <br />A <br />TRANSOM— <br />FRAMING SIMPSON DTC Q <br />0 0BEYOND _ EA. BLOCKING <br />16d NAILS 0 <br />16" O/C TYP. <br />2-ROWS 16d NAILS STAGGERED ® <br />16" O/C EACH FACE OR .3 W� <br />16d NAILS STAGGERED 0 16 O/C <br />FOR 2"x10" OR GREATER HEAD <br />SCALE: N.T.S. S2 <br />SIMPSON STC W/ TRUSS BOTTOM CHORD OR <br />lio <br />EACH PLY <br />3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d <br />7 5/88 <br />8" <br />7 5/8"� <br />8" <br />7 5/8�� <br />8" <br />PLYWOOD 2X8 WALL <br />TOE NAILS 0 EACH END (24" O.C. MAX) <br />SHEATHING ABOVE ENTRY <br />2"x4" CRIPPLE FOR <br />1 <br />52 K.O. BLOCK <br />(1) <br />OPENINGS fi'-0" OR <br />DOUBLE HEADER W/ 1/2" <br />• <br />Bp W 1 5 CONT. <br />/O # <br />LESS & 2ll 2" X 4" <br />c FLITCH PLATE U.N.O. <br />S� <br />„ <br />1/4 MIN. SPACE <br />SOLID AREAS <br />EEL AND <br />SOLID AREAS <br />& FILLED <br />CRIPPLE CAR OPENING <br />6'-0" OR GREATER <br />2x TOP PLATE <br />❑ <br />GARE ROUT <br />❑ <br />ARE STEEL AND <br />PLYWOOD ANCHOR BOLT <br />F�L II ppNND gg������KK��N AS <br />RELINED FASTMN 0 <br />OTE: 2-16d NAILS 0 <br />INTERIOR WA <br />SAW CUT TO 10 1/2" <br />SAW CUT TO 10 1/2" <br />FULL 8x8x16 BLOCK <br />MASONRY SHEATHING <br />UNLESS N 2)16d0OTHERWISE16 O/C <br />�.� <br />" <br />24 O.C. OR EQUAL TO TRUSS <br />WALL BELOW NCHOR BOLTS Q 24" <br />BOTTOM CHORD OR BLOCKING <br />CAN BE USED IN LIEU OF SIMPSON <br />— — <br />® <br />-DOOR OPENING— — <br />—DOOR OPENING <br />OPENING—CL <br />O.C. MAX. (MIN. (2) ASONRY WALL <br />© <br />- 2"x4" STUDS TYP. <br />STC STRAP " <br />- — <br />i�f <br />-DOOR <br />PER BOTTOM PLATE) <br />2x STUD Q 24 O.C. MAX. <br />1/2 MINIMUM CEMENT FINISH \ © FILL THIS CAVITY WITH © FILL THIS CAVITY WITH <br />FILL THIS CAVITY WITH <br />SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED <br />oo GRAVITY GAP = 1262 Ibs) EE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO ❑ FLOOR GRADE TO FLOOR GRADE TO <br />11 <br />STANDARD 3" DIA. TEE " C SIMPSON CONNECTIONS EQUAL Q 12" O.C. STAGGERED ❑ LINTEL ABOVE. LINTEL ABOVE. ❑ LINTEL ABOVE, <br />3/4 FURRING STRIPS SIMPSON SIMPSON <br />M BO . LATE TO CONCRETE ❑ <br />„ LINTELS ,4T ENTRY FA35 SP2 A35 �o _ ---------- --- - � --- <br />THREADED 3 DIA. EXTENSION DOOR W/TRANJ' Ol"I : , e : o„ op P.T. BOT. PLATE 2x P T PLATE X6 W1.4XW1.4 Will <br />1/2 GYPSUM BOARD DD 2X4 TOP FHA 1ST COARSE 2ND COARSE 3RD COARSE <br />lo W DRYWALL SCREWS UPLIFT CONNECTIONS Nc OR FIBERMESH <br />/ NOT TO SCALE �. PLATE REQUIRED AT LOAD <br />S2 MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />FOG�OhAN3FDU�TAP (3" DIA.} Q 8" O.C. OR 4d -�-�, ��\ OVERLAPPING BEARING WALLS —— _ _ a� _ COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />o DRYWALL NAILS d- - - <br />�` WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />DOOR JAMB LOAD BEARING/EXTERIOR TYPICAL INTERIOR NON -SEARING WALL DETAIL i MA50NRY LAYOUT <br />NAILED INTO tOd NAILS ®6" WALL HEADER DETAIL Q D <br />11 3-1/4" LONG X 3/16"0 TAPCON. FRAMITRANSNG STAGGERED N SCALE: .T.S. S2 SCALE: N.T.S. 52 SCALE: N.T.S. 82 <br />INTO BLOCK@ SPACING PER MANUFACTURE <br />TRANSOM FRAMING <br />1X4 P.T. SEE SECTION AA/S1 AND <br />1 D ETAI L BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET TO <br />DETAILS CREATE A SOLID BASE FOR BLOCK <br />1/2' DRYWALL,.,1 X 4 FURRING SIMPSON SP1 REFER TO PAGE SDW2 FOR WALL ABOVE. <br />MIN. EXTENSION FROM EXTERIOR /ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYW00 <br />DOOR JAMB W 1 4" X 2-1/2" S.D.S. NCHOR BOLTS ® Tl'PIC,4L GARAGE DOOR SCRAP MATERIAL <br />FACE OF BLOCK WALL IS 1 1/2" / / SIMPSON SIMPSON 35 TRACK MOUNTING DETAIL K TYPICAL SECTION THRU WINDOW 5 <br />MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. � 12" O.C. RECESS A35 24" O.C. MAX <br />FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL SCALE.- N.T.S. S2 <br />3/16"� X 3" LONG TAPCONS STAGGERED X4- _ a :. a 2X4 P.T. SCALE: N.r.s. �j2 la-1 <br />o <br />(� 16 O.C. 2-ROWS INTO MASONRY - ° �. °- - PLATE <br />THROUGH 1 x4 P.T. & 1 x8 P.T. �-1 X 8 P. • 4 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS TO <br />WALL CLEAN -OUT rA , GARAGE DOOR ACK MOUNTING BRACKET RECEIVEFOR GARAGE <br />SHEDOOR AND TO ALLOW <br />SCALE: N.T.S. 1-1/2 D ETAI L 3/16" x 3 -1/2" TAPCON <br />cj2 ARAGE DOOR TRACK 2x4 NOM. KEEP STIFFENER BACK FROM SIDES ENOUGH <br />ANCHOR BOLTS 0 24" O.C. MAX. SIMPSON SIMPSON ( ) TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />DOOR JAMB W 1/4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) B A35 SP2 GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />TOP SPLICE @ 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />1 X4 P.T. SEE PLAN FOR SIZE TRq VE pi ON OF _::: _'_:' MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />OUBLE 10d 2X4 STUDS ®24" O.C. ' <br />SIMSPON META 16 ( ) GARGE'��z <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2 1 A DETAIL 2 X 8 P.T. c <br />/ <br />1 /2" DRYWALL 1 X4 FURRING <br />SIMPSON SIMPSON SIMPSON <br />A35 SP2 A35 <br />10d @ 8" O/C <br />n n <br />DOOR JAMB W 1 /4 X 3 S.D.S. <br />i0d NAILS ®4" 1/2" ANCHOR BOLT Q <br />STAGGERED 24 O.C. MAX. MIN. (2) <br />1 X 4 <br />�. ♦ PER BOTTOM PLATE 2X4 P.T. <br />3/16 0 X 3-1/2" LONG TAPCONS STAGGERED X8 <br />IlkSECTION PLATE <br />�� NAILED INTO b <br />OTTOM SPLICE <br />STAGGERED Q 16 O.C. 2-ROWS INTO MASONRY 1X8 <br />�, \ TRANSOM .. <br />OVER STUD <br />THROUGH 1x8 P.T. & 2x8 P.T. <br />FRAMING <br />NOTE: <br />PLATE LENGTHS MUST BE <br />" 3 DETAIL 1 X 4 FURRING <br />TRANSOM FRAMING PLYWOOD <br />SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35 <br />` WIRE NAILS E 4" BOUNDARIES <br />AT LEAST 8'-0" LONG. TYPICAL <br />1/2 DRYWALL <br />" <br />BBjS1 FOR ADDITIONAL- <br />6 O/C EDGES & 88 O/C FIELD <br />TOP P1�ATE vI='LIGE DET,4[L 1� <br />DOOR JAMB W 1 f4" X 4-1/2" S.D.S. 12" O.C. <br />SCALE: N.T.S_ S2 <br />SIMPSON SP1 <br />10d 12" O.C. 1 4 <br />2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS <br />RECESS <br />IN ELS -SIMPSON SIMPSON A35 A <br />SIMPSON LSTA12 @ 24" <br />2X8 <br />STAGGERED @ 16 O.C. 2-ROWS INTO MASONRYr/ <br />F! <br />TRANSOM OPENING <br />7'-4" A.F. . <br />PRECAST RECESS <br />LINTEL FILLED <br />#5 REB <br />DOOR OPENING <br />GARAGE ENTRY FORM DETAIL <br />-. �', '' -•: .: • . , :. *..:`-,.•.:: � :. .:, MOUNTING BASE SHOWN <br />POURED CONCRETE BASE FOR IN POSITION <br />BLOCK <br />KE FpARLGARAGESppSpQEDpQR TO B� 2"OABOOUNTINIS BASE <br />ND WATER SHED ORW/aRF GARAGE FLOOR. 2x6 MOUNTING BASE <br />THIS DRAWING. 8x8x16 C.M.U. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. zGARAGE FLOOR <br />MOUNTING BASE NOT > <br />SHOWN FOR CLARITY <br />SEE DETAIL BELOW <br />SEAT FOR BLOCK IS MOUNTING 5,45E DETAIL <br />POURED IN PLACE CONCRETE <br />SEE <br />TGRRAOoRA��G��E FFNNFLOOR SLAB SCALE: N.T.S. �GENERALH ❑ <br />DOUBLE 2x TOP PLATE <br />STAGGERED (FOR SHORT <br />3 —1 4 DETAIL <br />e - <br />a d . : a . <br />a <br />a . <br />SIMPSON META16 UPLIFT GAP = 1500 LBS <br />( ) <br />NOTES <br />E A. GREENBERG P E.3�245 <br />SPAN PROVIDE 2 STRAPS ON <br />FOR DRA NAGED <br />❑ TI-IUY P. 14UYNP, P.E. %0122 <br />EACH END MIN.) <br />5UILDOUT 'a OVER <br />SIZE <br />DOOR- <br />2X8 P.T. BOTTOM PLATE <br />FR,4MING <br />DETAILS LINTELS AT ENTRY <br />2x BLOCKING Q EACH END W/ 10d <br />�INDOUJ ROUGH OPENINGS CG D <br />,4�OYE ENTRY DOOR W/TRANSOi"I <br />❑ IRWIN J. SENSON, P.E. 049l58 <br />x Q 4" O.C. FROM EACH HEADER <br />NOT t0 SCALE <br />S2 <br />ANCHOR BOLTS 0 24" O.C. MAX. (MIN. <br />NOt TO SCALE NOT TO SCALE <br />S2 <br />S2 <br />❑ ,4LI A88,4S 4-I,4KIM, F.E. '�56"i8� <br />FACE TO BLOCKING <br />C <br />(2) PER BOTTOM PLATE) <br />• <br />SEE PLAN FOR FOOTING <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />(2) 2x HEADER <br />DIMENSIONS <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />2 x 8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />2 x 8 BUCK -CONNECT TO BLOCK WITH <br />3/16" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) <br />SECTION <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />VARIES <br />2x BOTTOM PLATE W/ (1) 1Od X 3" <br />W/ 3/16" x 3 1/4" TAPCON <br />1„ <br />A -A <br />"MAX. <br />B-B <br />GARAGE ENTRY <br />FINISHED <br />GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION). <br />„ <br />Q 12 O.C. TO EACH HEADER FACE <br />" <br />( 1 1/4 MIN. EMBEDMENT INTO <br />BLK.) 4 <br />MAX. BTwN. ARCH BLKG. &PBUCK 2�-0" <br />8". <br />4 Z -0 <br />8 <br />MASONRY <br />DETAIL <br />� <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />3/16" x 3" TAPCONS <br />BLOCK HEADER <br />SOLID BLKG. AT TOP <br />DATE IT IS SIGNED AND SEALEL . <br />' <br />2 X I'O (1 I INJ <br />FRAME <br />1 X 4 FURRING <br />BTWN. ARCH BLKG UC &BK <br />SCALE: N.T.S. <br />�' 2 <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION of THIS <br />III �� � ER D -j- � I <br />W J- <br />1 X 4 FURRING <br />�1� BUG AT 8" O.C. <br />DRAWING ONLY. <br />BLOCK HEADER <br />8d NAILS 0 8 O.C. AT BUCK <br />2 x 8 VERT. W� (2) lOd <br />NAILS <br />(2) 2x4 TOP PLATE <br />SIMPSON LSTA12 @ 24'> <br />STAGGERED (FOR SHORT <br />(4) 10d NAILS INTO <br />2 x 8 BRACE/ BLKG. <br />T <br />ON THE INSIDE TO ALLOW FOR <br />PROVIDE 2 x 8 DIAG. BRACE <br />BTWN. VERT. BRACES WHEN <br />AT Fla. E D <br />-- -" <br />PROVIDE (2 ) MIN. <br />TAPCON AT EA. SIDE <br />AiREVISED <br />1/2" DRYWALL <br />INSULATION TO BE INSTALLED <br />" <br />BUCK - (1) WITHIN <br />08-15-03 <br />p <br />SPAN PROVIDE 2 STRAPS ON <br />2 8 45 DIAGONAL <br />HGT. OF BRACE EXCEEDS 24 <br />" <br />������������ I - �- <br />EACH END MIN.) <br />2 x 8 45 DIAGONAL <br />7/16" OSB <br />x <br />BRACE AT EA. FACE <br />OF ARCH W/ (3) 1Od <br />2 x 8 VERT. <br />LEAVE A CUT OUT IN O.S.B. <br />INSIDE ALLOW <br />4 MIN. OF START <br />OF ARCH <br />Ao CREATED 01-02-02 <br />PLO- SOX 34" _ APOLLO 5EAC 4 _ PLOR10A _ 335'12 <br />BRACE(S) <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />NAILS AT Fla. END <br />BRACE(S) <br />INSULATION BE <br />�7 �?9S <br />D3MN'GGS <br />POLY -CELL IN THIS AREA <br />1 2O MPH <br />@ �(SESE AND DESIGNS AARRE THE JOINT PROPERTY OF DANSSCO ENGINEERING, E <br />��� OCllENT ON THIS PROJECT- ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. <br />BUILT UP PLWD. BUCK - <br />(4) 10d NAILS INTO <br />7/16" OSB <br />3 SEC. GUST <br />— 2003 <br />SCRIBE (NOTCH) BACKSIDE TO FIT <br />2 x 8 BRACE/ BLKG. <br />BUILT UP PLWD. BUCK -----_ARCH <br />PANEL <br />} 2x HEADER W/" <br />Va4L <br />ARCH CONNECT W/ 8d NAILS <br />SCRIBE (NOTCH) BACKSIDE TO <br />START OF ARC <br />LNNAR HOMES <br />2 x 4 FRAME <br />YWOOD FLITCH <br />PROVIDE TAPCON <br />FIT ARCH CONNECT W/ 8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) <br />WITHIN 4" MIN. <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS <br />4' MAX Rol <br />WALL HEADER DETAIL <br />INSTALL WDW. SCREW <br />BTWN. OSB ARCH FACES W (4) 10d NAILS <br />OF BRACE <br />INSTALL WDW, SCREW <br />I I THRU OSB INTO 2 x 8 <br />SCALE NOTED DPAALN 5.v. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />THRU OSB INTO 2 x 8 <br />START OF ARC <br />ANCHOR INTO ARCH BLKG. <br />EQUAL <br />EQUAL <br />TAMPA DIVISION <br />D 12/12/P�2 N: /BLOCKS/STD 2001 <br />WALL HEADER <br />c <br />DETAILSr,4,4 <br />PROVIDE TAPCON PER WDW. INSTALLATION <br />4' MAX. RAD. <br />PER INSTALLATION DETAILS <br />,L�RC}-� D-I-,�IL �j�j <br />ARCH DETAIL <br />DETAILS OR THRU 1-1/2" THK. OR MORE BUC <br />WITHIN 6" MIN. OF START OF ARCH <br />NOT 70 SCALE <br />yam' NOTES <br />SCtlO'�1�, DETAILS, <br />SCALE: N.T.S. Cj2 <br />NOT t0 SCALE <br />82 <br />S2 <br />DE JOB NO. PM - 502-T Sa <br />