4630 Wisteria Dr - Laserfiche WebLink

Browse Search

P LINTEL$ ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART l 16" DEEP SECTION � CLEAR SPAN CONCRETE U LINTEL "POWER" STEEL "POWER" STEEL BOX LINTEL 4981 PLF f UNFILLED) 1010 PLF L-2 9865 PLF 2' - 2" 3435 PLF( UNFILLED) 6626 PLF L-2 6830 PLF 2'- 8" 2 M PLF f UNFILLED) 5296 PLF L-2 5549 PLF 3' - 2" 2332 PLF ( UNFILLED) 4508 PLF L-2 4613 PLF 4' - 0" 1835 PLF f UNFILLED) 3535 PLF L-2 3699 PLF 4'- 6" 1624 PLF l UNFILLED) 3154 PLF L-2 3288 PLF 5' - 2" 213S PLF - 2146 PLF L-2 - 2864 PLF - 6' - 2" 2211 PLF - 22SO PLF L-2 - 2400 PLF » 1- 0" 1981 PLF - 2025 PLF L-2 - 2114 PLF - 8' - O" 1123 PLF « 1-168 PLF L-2 - 2213 PLF « 9' - 2" 1489 PLF » 1545 PLF L-2 - 1984 PLF » 10' - ON 13" PLF « 1414 PLF L-2 - ISIS PLF - 10' - 8" 1211 PLF « 1325 PLF L-2 - 1110 PLF - 11' - 2" 1200 PLR « 1230 PLF L-2 » 1629 PLF - 12' - On 1109 PLF » 1118 PLF L-2 - 1515 PLF » 12' - 8" V44 PLF » 1116 PLF L-2 - 1436 PLF « 13' - 4" 13SS PLF « P 1381 PLF L-2 » SL - 1 1364 PLF » 14' - ON 1371 PLF » P 1321 PLF L-2 « SL - 1 1299 PLF - 16'-O" 1152PLF -P 1048PLF L-2-SL-1 1131PLF- 18' - on 1016 PLF « P 828 PLF L-2 - SL - I S60 PLF » 18' - 8" 9T1 PLF - P T10 PLF L-2 - SL - I 893 PLF » 20' - ON 816 PLF - P 629 PLF L-2 « SL - 1 184 PLF « 22' - 8" 189 PLF - P 523 PLF L-2 » SL - 1 606 PLF" « - DENOTES 45 RESAR X CONT, PLACED IN BOTTOM COURSE AND I6" DEEP BEAM POURED SOLID WITH 2500 PSI C ONCRETE « P - DENOTES PRE STRESSED U LINTEL WITH 05 REBA R X CONT, PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8' X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH I 43 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS BOx STEEL LINTEL& OVER ALL WINDOW AND DOOR OPENINGS, NO "8 REBAR RM URED ON BEAM& UP TO 24'0" ' WITH NO MORE THAN 606LB8 PLF POWER BOX LINTEL DETAIL 8" X 8' X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 15 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8" PRECAST LINTEL BLOCK OVER ALL OPENINGS, 1 EACH • • 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER W2" STANDARD PRECAST DETAIL GARAGE DOOR TO BE REINFORCED TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. 8" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 "5 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8 X 8 X 16' KNOCK OUT BLOCK OVER POWER STEEL LINTELS, WITH 1 EACH "5 RE15AR IN THIS COARSE WHEN SPAN OF LINTEL IS OVER 12'4" POWER STEEL LINTEL DETAIL HORIZONTAL LINTEL 85 REBAR HOOK LAPS MINIMUM 10" WI 2 TIE& FOOTER 'S REBAR ROD CHAIRS I SAR�P��ILS CEILING RAFTER L ALL TRACK AND HARDWARE SECURED PER MANUFACTURE SPECIFICATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION MINIMUM 2Xb P.T. SIDE PLATE ATTACHED TO BLOCK WALL USING I/2"X8" ANCHOR BOLTS OR 13/8"57" EXPANSION BOLTS 4 EACH SIDE. ATTACH TOP 2X6 WITH 2 3/8" T NAILS I6" Or, GARAGE DOOR ATTACHMENT DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOOSES AND EXPENSED (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR REOULTING 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 1/2" CDX OR l/Ib" OSB ROOF SHEATHING NAILED PER ROF SHEATHING DETAIL WITH WITH 8D R,S NAILS, USE STEEL PLYCLIPS AND 015 FELT AND METAL ROOFING e SEE ROOF TRUSS PLAN 2X4 WOOD SUB WITH ALUMINUM SOFFIT AND FASCIA TRIM SEE LINTEL CHART ALUMN S.N. WINDOWS MASONRY SILLS 20" X 1211 FOOTINGS WITH (2) 03 REBAR ON CHAIRS 0 12�—I 411 ENGINEERED ROOF TRUSSES 24" OC 1/2" CEILING TYPE GYPSUM BOARD SINGLE BOND BEAM WITH (1) IS REBAR CONTINUOUS TIED TO ALL VERTICAL RODS TYPICAL 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH AND 6 MILL VISOUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM WITH 25" LAP MINIMUM S' 0" 5LOCK WALL DETAIL NOT TO SCALE DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY 4S REBAR FROM NEW BOND BEAM INTO EXISTING BOND BEAM, DRILL I"X6" HOLE INTO EXISTING WALLS AND EPDXY 05 REBAR FROM NEW BLO( INTO EXISTING BLOCK WALL. REEIAR TC LONG WITH b" INTO EXISTING WALL b" IN BLOCK WALL DRILL I" X 6" HOLE INTO EXISTIt, AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS TOP AN ID IN BETWEEN NEW BLOCK WALL TO EXISTING WALL DETAIL ATTACH MINIMUM 3/4" P.T, BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING ,OSIXI 3/8" T- NAILS MAXIMUM 10" 00, LIN CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS NOT TO SCALE SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION, ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL O �Q O cv O O 201811 41011 •------------------------------------------------------- I� it 1 I L9 1 1 I , s I 1 irl I� II li �1 1 I� it I� it I� it li ,I 1 , II 11 I� it I� ilk 1 , II 11 1 II it 1 I� .I I� .I I� it — — — — — — — — — — — — — — — — � 1 1 ICI 1 1 I11 1 1 1 1 1 , I I I ' CUT AWAY EXISTING SLAB TO ALLOW OR NEW FOOTING. POUR NEW SLAB I 1 I OVER TOP OF EXISTING SLAB TO 1 i RAISE SLAB ELEVATION SAME AS I EXISTING GARAGE II1 I I 1 III I 1 1 I 1 1 I I SEE NEW TO EXISTING BLOCK WALL DETAIL REMOVE EXISTING BLOCK WALL \_ \\\\\\CaRACxE ADD POURED CELL AT THIS E BELOW NEW LINTEL WITH (1) 05 RE15AR \ THIS END NO CHANG 12'0"XI'O" GARAGE DOOR CUT AWAY WALL AT THIS END TO ALLOW FOR LARGER DOOR. ADD NEW LINTEL, 21' 111 FOUNDATION FLAN 1/4II = 11 oil PRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER STATE OF FL APPROVAL " STRUCTURAL COMPONET HETA20 SIMPSON FL 11413 STRUCTURAL COMPONET MT6MI6 SIMPSON FL 11413 STRUCTURAL COMPONET LINTEL BOX POWERS STEEL INC FL 11383.1 STRUCTURAL COMPONET DOOR HEADER WEKIWA CONCRETE FL 1418 R-2 ROOFING METAL UNION CORRIGATED IND FL 6895 ROOFING 015 OR 030 FELT ATLAS ROOFING FL 4064,1 ROOFING METAL UNION CORRIGATED IND FI6895.1 EXTERIOR DOOR SINGLE SWINGING PLA&T PRO FL 4164.1 EXTERIOR DOOR GARAGE OVERHEAD DOOR FL 10499.2 80FFIT 1 FASCIA TRIM SOFFIT AMERICAN CONSTRUCTION METALS FL 12019,1 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACED MAXIMUM 8' O" Oc. SEE NEW TO EXISTING BLOCK WALL DETAIL EXISTING ARKAY ENGINEERING INC. STRIpTURAL ENGINEERS /leiHARD L, KIDD ' P.E. FLORIDA LICENSE NUMBER 31296 I HERBY CERTIFY Ti-IAT THESE PLANS AND SPECIFICATIO NO WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 O F THE FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS 4y v �W �yHyO ^4 " QN Q � �h- DO t� M V� 3,tsN� W pReNZ w' O �e71i W� s QQ v M*� Z�==4-J z�_� �&L ,f , j ( 0 =L.J F- 0 Z O N rQ Q 0 fu Z '^4 al I-- z u- Q E lU z O GARAGE 560 SQ. FT, FIG 20r-3 ARKAY