Laserfiche WebLink
111— ' I— I <br />1 Il L <br />LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS <br />CHART UNLESS NOTED ON FLOOR PLAN BY OPENING <br />LINTEL LOAD CHART l 16" DEEP SECTION ) <br />CLEAR SPAN <br />CONCRETE U LINTEL <br />1' - 6" <br />4981 PLF ( UNFILLED J <br />2' - 2" <br />3435 PLF ( UNFILLED <br />2' - 8" <br />21T1 PLF ( UNFILLED J <br />3' - 2" <br />2332 PLF ( UNFILLED J <br />4' - O" <br />1835 PLF ( UNFILLED J <br />4' - 6" <br />1624 PLF ( UNFILLED J <br />5' - 2" <br />213S PLF •• <br />6' - 2" <br />2211 PLF « <br />1- 0" <br />1981 PLF « <br />8'-O" <br />1123PLF« <br />9' - 2" <br />1489 PLF « <br />10' - O" <br />1354 PLF « <br />10' - 8" <br />12-M PLF •• <br />•• - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND <br />16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. <br />« P - DENOTES PRE STRESSED U LINTEL WITH 45 REBAR X CONT, <br />PLACED IN BOTTOM COURSE t I6" DEEP BEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP <br />THAT IS THE MINIMUM WIDTH OF YOUR <br />WINDOW FRAME USING ,091 X 1 3/8" <br />T- NAILS MAXIMUM 10" OC <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 •5 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />I~� <br />ro• 8" PRECAST LINTEL BLOCK <br />OVER ALL OPENINGS. I EACH <br />�O. 05 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 51' <br />STANDARD PRECAST DETAIL <br />SECURING WINDOW TO BUCK STRIPS PER <br />YOUR MANUFACTURES INSTRUCTION TO MEET <br />WIND LOAD AND COMPRESSION RATINGS FOR <br />YOUR JOB LOCATION. ALL ANCHOR SCREWS <br />MUST PENETRATE BLOCK WALL A MINIMUM OF <br />1 114' AND THERE SHALL BE A MAXIMUM 114 <br />G AND WINDOW FRAME <br />CAULKED WINDOW PEP <br />WINDOW MANUFACTURE <br />RECOMMENDATIONS T, <br />LOAD AND COMPRES1 <br />FOR YOUR JOB LOCA <br />BLOCK WINDOW ATTACHMENT DETAIL <br />NOT TO SCALE <br />GARAGE DOOR TO BE REINFORCED <br />TO MEET WIND LOAD AND COMPRESSION <br />RATINGS FOR YOUR JOB LOCATION. CEILING RAFTER <br />ALL TRACK AND HARDWARE SECURED <br />PER MANUFACTURE SPECIFICATIONS TO <br />MEET WIND LOAD AND COMPRESSION <br />RATINGS FOR YOUR JOB LOCATION <br />MINIMUM 2X6 P.T. SIDE PLATE ATTACHED <br />TO BLOCK WALL USING 1/2"X8" ANCHOR <br />BOLTS OR 5/8"Xi" EXPANSION BOLTS <br />4 EACH SIDE. ATTACH TOP 2X6 WITH <br />2 3/8" T NAILS I6" OC <br />GARAGE DOOR ATTACHMENT DETAIL <br />NOT TO SCALE <br />ATTACH MINIMUM 3/4" P.T. BUCK <br />STRIP THAT IS THE MINIMUM WIDTH <br />OF DOOR FRAME USING .091X1 3/8" <br />T- NAILS MAXIMUM 10" OC. <br />CAULK DOOR FRAME <br />MANUFACTURES RECO <br />SECURING PREHUNG TO BUCK STRIPS <br />PER YOUR MANUFACTURES INSTRUCTIONS <br />TO MEET WIND LOADS AND COMPRESSIONS <br />RATINGS FOR YOUR JOB LOCATION. ALL <br />ANCHOR SCREWS MUST PENETRATE BLOCK <br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL <br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK <br />AND DOOR JAMB <br />BLOCK DOOR ATTACHMENT DETAIL <br />NOT TO SCALE <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />DRILL I" X 6" HOLE INTO EXISTING BOND BEAM <br />AND EPDXY 45 REBAR FROM NEW BOND E <br />INTO EXISTING BOND BEAM, <br />DRILL I"X6" HOLE INTO EXISTING WALLS 2 <br />AND EPDXY 4S REBAR FROM NEW BLOC4 <br />INTO EXISTING BLOCK WALL. REBAR TO I <br />LONG WITH 6" INTO EXISTING WALL 6" IN t <br />BLOCK WALL <br />DRILL 1" X 6" HOLE INTO EXISTING FOOTIT <br />AND EPDXY 45 REBAR FROM NEW FOOTINGS <br />INTO EXISTING FOOTINGS <br />UEEN <br />NEW BLOCK WALL TO EXISTING WALL DETAIL <br />NOT TO SCALE <br />ADD SINGLE DOOR TO EXISTING BLOCK WALL <br />NOT TO SCALE <br />ADD DOUBLE DOOR TO EXISTING BLOCK WALL <br />NOT TO SCALE <br />ALLOW <br />JNIT <br />PUNCH HOLE IN CELL AT EACH <br />SIDE IF OPENING AND FILL CELL <br />SOLID WITH 2500 PSI CONCRETE <br />ALLOW <br />JNIT <br />PUNCH HOLE IN CELL AT EACH <br />SIDE IF OPENING AND FILL CELL <br />SOLID WITH 2500 PSI CONCRETE <br />7-?' an <br />I HERBY CE'ww— 61H, <br />WERE PREP <br />ARE IN COMP <br />FLORIDA BUILD <br />FOR 139 MPH WIND' i( <br />2011 BUILDING CODE <br />FOUNDATION FLAN 1/411 = 11 011 �0% 11111111 <br />ENS'• r, <br />r i IVV. • <br />—7* @ANSON P:D74SE %10. 9054 <br />—P.O.•5OX IT28, DE CITY,1,43W <br />• nT.�_ _ • <br />A Q#qr SPECIFICATIONS <br />W'`DIRECT SUPERVISION <br />0q,&' •ECTION 1609 OF THE <br />ION AND ASCE 1-10 <br />GORY 11 AND THE ENTIRE <br />6TW EDITION <br />cM <br />Zul <br />C7zcM <br />z <br />(nQ <br />W 0 0 <br />0 <br />0-0 0 - o <br />Co O N <br />x Z � I; <br />5 to <br />LO <br />J <br />�z co <br />� m U c*) <br />J W <br />Q <br />~ <br />0 Q LL <br />Z <br />w�ao <br />A IL N <br />m <br />0 <br />fy <br />Q M <br />c0) <br />'J W <br />Q <br />H = <br />LLL <br />w v? UL <br />p :� O <br />r <br />vJ r <br />W N <br />�00 <br />M <br />O <br />m <br />Q <br />ca <br />Z <br />oM 01 <br />W m �_ <br />W� <br />Z <br />O <br />u`oZ <br />Lu LL o <br />zz o;,z <br />Z w <br />z 0 U <br />3: <br />LLI (L J <br />J U�! i <br />W <br />d <br />zl5 <br />OW <br />7 <br />r <br />U� <br />m <br />ill <br />F- <br />Q <br />Q <br />� <br />� <br />cf7 <br />O <br />111 <br />r <br />� <br />fQ <br />� <br />O <br />d <br />� z <br />Q <br />Q <br />!L <br />u- <br />O <br />.A <br />z <br />O lu <br />Q- <br />Zlu <br />Qru <br />Q <br />U <br />� <br />Z <br />O <br />"Q <br />r <br />l <br />O <br />M <br />ADDITION AREA <br />PORCH <br />221 SQ, FT, <br />GARAGE 85 SQ, FT, <br />PCs <br />3 OF <br />