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WITH STRUCK JOINTS SIDE ELEVATION 1/411 it ;OII REMOVE WINDOW AND BLOCK FILL OPENING NEW SOUTH EAST REAR ELEVATION 1/411= 1' O" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND 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 WALL HEIGHT PLUS 1 1/2" PLATE BLDG F.F. ASSUME O' O" =W VVVf 11 1 ✓ A -NV I .V I-INI V, C-1.11- WITH STRUCK JOINTS SIDE ELEVATION 1/4 = 11 011 NEUJ SOUTH EAST t v L ✓ V -r L t i L v L ri V L -r le r .. V V 1 AS BUILT SOUTH EAST AS BUILT SOUTH EAST RE>4i� ELEVATION 1/ " 1' Oj1 SECTION FLOOR FLAN 1/4" 11 O dd 4 — — — - = - — - - — — — — — — — - — — — — - — — — I l EXISTING CHURCH 1 l - WALL HEIGHT PLUS 1 1/2" PLATE S' 5 1/2"� REMOVE EXISTING EXTERIOR STEEL DOOR cp UNIT AND CREATE OPENING TO ADDITION X 1 REMOVE WINDOW AND REMOVE WINDOW AND O BLOCK FILL OPENING SEE NEW TO EXISTING CREATE PASS OPENING 1 BLOCK WALL DETAIL -O �4 O DOOR TO HAVE ADA O ATTIC STAIRS O N LEVER PASSAGE LOCK _ N a MMED Pi, tS HAVE � 1kEV�E �^ �^ 1V'1 a CE Y ZEPHYR S % . 25.18 N 1 11 m i - 33.32 N IL 3 Q N - 33.32 BLDG F.F. Date: ASSUME O' O" DOOR TO HAVE ADA reviewer: LEVER PASSAGE LOCK DOOR TO HAVE ADA LEVER PASSAGE LOCK "06 Ble - - (L � CLASS ROOM CLASS ROOM i Please be advised this review of plans submitted is a o RESOURCE ROOM �' - - 33.32 _ N - 33,32 cursory review to assist the contractor in compliance with applicable �; fire safety coves. This review is not intended to be a final approval of the submitted plans.. It is the DOOR TO HAVE PANIC EXIT DEVICE � DOOR TO HAVE PANIC EXIT DEVICE Y'Y ON INTERIOR WITH ADA LEVER KEYED ON INTERIOR WITH ADA LEVER KEYED contractor's sole responsibility to ensure that the plans are in ENTRANCE ON EXTERIOR, LOW PROFILE ENTRANCE ON EXTERIOR. LOW PROFILE _ OUTSWING SILL AND HEAVY DUTY DOOR OUTSWING SILL AND HEAVY DUTY DOOR er complete cornpliZ nce with all applicable NFPA codes and + 24.10 CLOSURE CLOSURE + 24.710 ' - 32.40 local ordinances. In the event,t4ttAherexamination or site inspection reveals areasit"r� w� m � it shall x x the tractor's sole respo sioi�lit -` leia expense to o 0 bring those areas in compliance. ty assumes no responsibility for the contractor's fal!um b be in complianceo 0 with all applicable NFPA Cafes and local ordinances. N N ■ 25 SH 25 SH 25 SH ■ - 3; 411 - 33.32 - 33.32 - 33.32 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL, PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 0'0" OC, POUR ALL CELLS IN BLOCK WALLS SOLID WITH 3000 PSI CONCRETE 11 301 011 u 311 411 ADDITION SOUTH EAST SECTION FLOOR FLAN 1/411 = 11 OII ALL NEW EXTERIOR WALLS ACT AS SHEAR WALLS ARKAY ENGIN ERING INC. STRUCTURAL GINEERS f�) RI WAR L:r1iDDEY P.E. FLORIDA '!�CENeiE NUMBER 312S6 I HERBY CErRITIF`!' TRAT THESE PLANS AND SPECIFICATIONS WERE PREPAF-.�ED 3'f -Ml-: OR UNDER MY DIRECT SUPERVISION:, ARE IN COMPLIANCE WI`i`H r-4APTER 16, SECTION 16o9 OF THE FLORIDA BUILDING CCDE 2001 FOR 120 MPH (3 SECOND C:UST) \ , WIND ZONE - 100 MPH r-ASTEST SPEED AND THE ENTIRE 2001 Y �TIOy� I 1/ ,{ 1 O FLORIDB A UILDING, CODE AND 2009 SUPPLEMENTS v zU m Ln z ru z 9 m O`'' o 00 �z°LLB Z ON >M jM — W W� cn v am w ° Ul A 0 m 0 0 Q U1 N m N 1= 2 fU w U1 m a jw NV mLL r 0 r W z - U- z 3o �F C m lU Uj $0 1Y v�� 4Y UIg�� vR 0 a _o N (D J% Z I>J 0 Q U m il- O r JU U � 0 u- ,d. cA Z N TOTAL AREA 580 Sa, FT. f0G 1 OF 4 ARKAY * f