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M ZU N Lo co Z M o� 00 J N z >M ul z > �° N Q Z w xxM Z wpLL W Z Q Is, Q a N _Ljj m Z) Lai m rn U M w 2 U_ U w LL � O N 00 c'M Q 1.[1 N . m ^ L EXISTING SANCTUARY BUILDING o z z W u o z Lo Q tojL c4 d) ° r z l z� o0 .4 LU U oZ a4 o 'v A OZ v m N LD - N m co � REMOVE EXISTING EXTERIOR DOOR AND `� CHANGE TO 3'0"X6'8" INTERIOR SOLID CORD REMOVE EXISTING WINDOW AND FRAME FILL OPENING REMOVE EXISTING WINDOW REMOVE EXISTING WINDOW Iw- REMOVE EXISTING WINDOW AND FRAME FILL OPENING REMOVE EXISTING 2'8" DOOR AND MODIFY AND FRAME FILL OPENING Q AND FRAME FILL OPENING OPENING FOR NEW 60"X68" DOOR AS SHOWN p SEE DETAIL S-1 Z O ■ il■ ■li il■ W SEE NEW TO EXISTING BLOCK WALL DETAIL TYPICAL AT 4 i �� 1 �� I i i LOCAITONS I ; I 2/2" 2' 3" 3' 1" 4 5' 4/i' 2' 3" 3' 0" 4 1' 2' 6 6' 4' 6" 4' 8/2' 2'3" 3' 0 '4" 5' 4'/2" 2' 3" 3' 0" 12' 0" 6' 4" ;I■ ■li IN ■li it I. it I' I I I 00 CV I. i t i i t CV cy) li it �i it Nt I I I; I CO I I■ APPROXIMATE 6" TO 8" FROM ■I ' I■ } r ■I I BUILDING FINISH FLOOR TO GRADE APPROXIMATE 6" TO 8" FROM I ; ; I m CV BUILDING FINISH FLOOR TO GRADE ; • I Z T_ I; i li it LU Z Is---■ ----- ---- ----------- ---- `-----------' 0 #5 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL, PLACED AT 3� 4" 4' 0" 10' 4" 4' 0" 4' 4" 3' 4" 4' 4" 4' 0" 3' 4" 2' 8" 3' 4" 7' 4" 4' 0" 7' 4" ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM *0"OC CONTRACTOR TO ADD NEW SIDE WALKS AT NEW DOOR LOCATIONS TO CONNECT TO THE EXISTING SIDEWALKS ON SITE. SIDE WALKS TO HAVE NO MORE THAN 1/4" CHANGE IN ELEVATION FROM BUILDING FINISH FLOOR TO NEW SIDE WALKS. TO BE VERIFIED N FIELD 41' 0" 56' 4" 24' 8" ry O= LL U 122' 0" z O=wo FOUNDATION PLAN 3/16" = 1' 0" ~ v w - O oz(]�� QQ�~/O DRILL I "X6" HOLE INTO EXISTING BOND BEAMAND EPDXY #5 REBAR FROM NEW BOND BEAM v J LL INTO EXISTING BOND BEAM. W U) 0 '^ #5 VERTICAL ROD TIED AT TOP AN 0v) DRILL 1"X6" HOLE INTO EXISTING WALLS 24" OC BOTTOM AND AT EACH ROD IN BETWEEN O AND EPDXY #5 REBAR FROM NEW BLOCK WALL g = O J INTO EXISTING BLOCK WALL. REBAR TO BE 12" LONG WITH 6" INTO EXISTING WALL 6" IN NEW O U BLOCK WALL 8" X 8" X 16" KNOCK OUT BLOCK I— U) V TOP COARSE WITH 1 #5 HORIZONTAL U) _I O 8 REBAR TIED TO ALL VERTICAL RODS Q J Q w--i z = p 0- u Q��W EXISTING WALL 8" PRECAST LINTEL BLOCK 0) N OVERALL OPENINGS. 1 EACH W = Lo NEW WALL #5 REBAR IN THIS COARSE WHEN `.J SPAN OF LINTEL OVER 57' — LL LLI LL N O STANDARD PRECAST DETAIL DRILL VX6" HOLE INTO EXISTING FOOTINGS AND EPDXY #5 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL -91. HANSOO P.E. LIC . 38654 ** �O.DE fl� 33526 - DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND NOT TO SCALE 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. I HER �°d Y�� S15p ND SPECIFICATIONS ** B 4 P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT. WERE ,D R IY DIRECT SUPERVISION ARE IN C � T��' 16, SECTION 1609 OF THE PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BU � H ADDITION AND ASCE 7-10 AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND WITH 2500 PSI CONCRETE FOR 139 MPH WI SK CATEGORY II EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART (16" DEEP SECTION) CLEAR SPAN CONCRETE U LINTEL 1' - 6" 4987 PLF (UNFILLED ) 2' - 2" 3435 PLF (UNFILLED ) 2' - 8" 2777 PLF (UNFILLED ) 3' - 2" 2332 PLF (UNFILLED) 4' - 0" 1835 PLF (UNFILLED) 4' - 6" 1624 PLF UNFILLED) 5' - 2" 2739 PLF ** 6' - 2" 2271 PLF ** 7' - 0" 1987 PLF ** 8' - 0" 1723 PLF ** 9' - 2" 1489 PLF ** 10' - 0" 1354 PLF **