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HomeMy WebLinkAboutCONSTRUCTION PLAN8"x8" FILLED U-BLK, CAP BEAM W/ 1 05 BAR CONT, n LIGHT FIXTURE (MATCH HOUSE) ANCHOR TOP RAIL TO WALL W/ (2) 3/8" STAINLESS STEEL LAG SCREWS INTO WALL STUD 8 SEAL, SEE NOTE BELOW. (2) 4/6" STAINLESS STEEL EXPANSION BOLTS INTO CONC, BM. - SEAL RAILING BASE SEAL RAILING BASE 4 SCREWS W/ 'VULKEM' POLY- URETHIANE SEALANT OR EQ. OR CORE -DRILL INTO GONG, FOR POST ANCHORING n I I 4 Ii 6" SMOOTH STUCCO II CAP t BASE I I q SMOOTH STUCCO h RECESSED PANEL (MATCH HOUSE) Ii 4" STUCCO CORNER Ile TRIM ON 8" BLK. WALL (MATCH DETAILS W/ HOUSE ELEVATIONS) - 0 Z l7 II II y fQ II II 2'O"x2'O" CONC. BLK, COL, II II W/ (4) 05 BARS VERT. e CORNERS - IN FILLED CELLS I� �I ON 4'O"x4'O"xl2" GONG, PAD II II W/ (5) «5's E.W, (TYP.) Ec�= _ a o_ _ _ �, c—'� _ _ — — —_ _ NMY—COLUL94 D ETAM / IEILIEVo 3/411=11011 A,F,F ROUGH OPENHNG SCHEDULE GARAGE DOOR: R.O. FOR GARAGE DOOR /S THE SAME AS THE DOOR SIZE (2 x 6 RT. WOOD BUCK TO CONC-) EXAMPLE: 16'0" x 8'O" DOOR SIZE. 16'0" x 8'0" R.O. SLIDING GLASS DOOR: FOR 2 x 6 BUCK - ADD 3 1/4" ONTO WINDOW MANUF. ✓ 1.07P l b/0" TO HT. SWING DOOR: FOR 2 x 6 BUCK - ADD 3 //4" ONTO DOOR MANUF. TOTAL IUIDTH U// FRAME t / 5/0" ONTO l4r, EXAMPLE: 3'0" x 8'0" DOOR SIZE - SIZE W/ FRAME 3' 1 1/2" x 8'0 5/8" - R.O. SIZE 3'4 3/4" x 8'2 114" WINDOWS: FOR 2 x 6 BUCK - FOR 5/0" WINDOW FIN, ADD 2" ONTO T/P TO TIP F/N !WIDTH s F/E/GNL (VERIFY d// MANUF.J EXAMPLE: 3T' x 5'3" WINDOW SIZE - R.O. SIZE 31311. WWI NOTE: CONTRACTOR AND MASON TO VERIFY WINDOW MANUF. SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO VERIFY R.O. DIMENSIONS. 1601.8 Loads on handratle, guards, grab bare. 1601.8.1 Handralle and guards. Handrails and guards shall be designed to resist a linear load of 50 pounds per linear foot (plf) (0.13 kN/m) In accordance with Section 4.5.1 of ABCE 1. Glass handrail assemblies and guards shall also comply with Section 2401, I601.B.1.1 Concentrated load, Handralls and guards shall also be designed to resist a concentrated load of 200 pounds (0.55 kN) In accordance with Section 4.5.1 of ASCE 1. 1601.8.1.2 Intermediate rails. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to resist a concentrated load of 50 pounds (0.22 kN) In accordance with Section 4.5.1 of ASCE 1. A ALUMIN, RAILING W/ i" PICKETS a 4,875" O.C. ~— OR HAVING LESS THAN 4" CLEAR SPACE BETWEEN PICKETS, REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED X GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIA. PER 2011 FBC R312,L3 VERIFY DESIGN Will OWNER. m -�--- --------------------------- 0 GONG, BM, (SEE N ENGINEERING PLANS) EXT. RAIILINC DETAIL �/�"=1,(1)" METAL 11'4 211 FLR.'_ ------------- _ J'4" EI ( CLG, HT.) PRE-ENGINEERED CONC. BEAM, (BY OTHERS) ro'6" BOT BM. _ VERIFY DR. R.O. SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF 2" x4" P.T. W/ 1/2" DiA, READHEADS ® 16" (5" MIN. ,., 24 O.N. Soffit EYE : ROO W I�ETAIIL A 11111519Au MEMENESNA STUCCO - on P.B. high rib mtl, lath, SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x4" P.T. W/ 1/2" DIA, READHEADS -s 16" (5" MIN. EMBED.) 4 SIII LU24 HANGER AT EA, TRUSS 3 1400o 9 (999 DOOR BUCCK ANCCHO S GARAGE DOOR ATTATCHMENT 2 x 6 P. T, UI/OOD BUCK 70 CONC, < 5' HIGH 2 x ro P.T. WOOD JAMB FASTENED W/ DOOR: 1/2" DIA, x 5" REDHEADS W/ 2" SQUARE WASHERS, is" FROM TOP AND BOTT, i MAX. I6" O.G. (VERIFY LOCATIONS, SPACING t TRACK FASTENERS W/MANUF, SPECS) TRACK BRACKETS TO P,7, BUCK 1' HIGH DOOR: 5 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D. BY MANUF. AT EA, SIDE, s' HIGH DOOR: 6 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQ'D. BY MANUF. AT EA. SIDE. SLIDING GLASS DOOR ATTACHMENT 2x6 P. T. WOOD BUCK TO CONC, (2) 6/8 1/4"x2 314" TAPCONS a 12"-13" O.G. t WITHIN 6" OF CORNERS DOOR FRAME TO 2x P. T. BUCK: SILL: 1 - 010 x 1 1/2" PH CP SMS CENTERED AT 6" FROM JAMB. HEADERS: 8 - 1/4 x 1 1/2' LAG SCREWS CENTERED AT 6" FROM JAMB. JAMBS: 5 - 114" x 1 1/2" LAG SCREWS CENTERED AT 6" FROM HEAD AND SILL, SWING DOOR ATTACHMENT 2x6 P. L U1000 BUCK TO CONC. (2) 8/8 1/4"x3 114" TAPCONS SPACED a 12"-13" O.C. ! WITHIN 3" OF CORNERS. (MIN, 1 1/4" EMBED.) NOTE.. 1J DOOR BUCKS MUST BE WIDER THAN THE DOOR JAMBS PER R-613,6. 2J GRIND t REMOVE ALL CONCRETE OVERPOUR AT ALL CORNERS. (TYP. ALL OPEIJINGSJ 31 EMBED BUCKS U// "S/KAFLEX" SEALANT (OR EO.J TO PR05000 R-GUARD FAST FLASH MASONRY - WA TERPROOF/NG, COAT CONC, 5/4L, TURN DN. AT EDGES s 8" UP ldAI 5 FOR UOINDOU .. 2" X 6" P.T WOOD BUCK FOR 7'-0" HIGH DOOR W REDHEADS EQUAL SPACED AND WITH -IN 12" OF EA, END (5 BOLTS FOR 8'0" HIGH DOORS) Pressure treated full length stud against 8" x 16" column block, with precut stud adjacent. Attach both studs to poured column block with 1/2" x 7" Redheads, or equal, at 24" o.c., Use Palm Beach County 3" x 3" x 1/4" steel washers at each bolt, Hold frame wall 1/2" inside column blocks so that 1/2" ccix sheathing butts to block, SECTION VIEW Provide 2 05 bars hooked from Tooter to tie beam. If "U" block type beam is used hook one 05 Into each course, outer bar to top course, inner bar to bottom course. z' k ui: o, rT Fili i; � EMI 1 1111., Cz,4i AGE DOOR ANCHOR DETAIL PROVIDE PREFAB. JOINT REINFORCING ALL CORNERS EXTEND JOINT REINF. 6' INTO CONCRETE COLUMN PLAN VMW (MASONRY LAID BEFORE COLUMN) CONCRETE 1N MASONRY PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T-INTERSECTIONS �% P� VTIm VV MASONRY PROVIDE DOVETA pppp\ANC^CuyHORR7�T�SR�IY�gSTTEEIMI PL51.6V V L.EVV (MASONRY LAID AFTER COLUMN) S 3/4 111=11 9019 COLUMN CONT, GRASPABLE HANDRAIL 34" ABV, LEADING EDGE OF TREAD W/ PICKETS a NO MORE THAN 4" SPACE BETWEEN PICKETS. (VERIFY STYLE W/ OWNER), IF ADJACENT TO WALL MAINTAIN A 1 1/2" SPACE B/7 (PER 201T FBC &TH ED. R31LT,T) 05 DOWELS 8" O.C. &'0" LONG 04 NOSiNG BARS --F° F7 ll'Z(�)N 1 I;N l C0� Verify w/— exist. grade. O °=4====9====�_° v 05 BARS B 12" O.G, 2" CLEARENCE� 8"x12" CONC. $M, W/ 4 05 BARS CONT, SLOPE DN, 05 NOSING EA, TR � rl GONG. ORPAVER DRIVE ARS ® 12" O.C. 05 DOWELS e 8" O.G, °`°_ = -0— n = _ _ _ _ _ _ _ &'0" LONG O O 8"xl2" CONC. BM, W/ 4 05 04 NOSING BARS ° BARS CONT, NOTES: O ALL GRASPABLE HANDRAILS ° O SHALL COMPLY W/ FBC 201'I (6TH EDITION) R31LT,8 - R311,'1,8.3. (VERIFY STYLE W/ OWNER), 1601.8 Handrail shall be designed and constructed for a concentrated load of 2001b, applied at any point 05 BARS 0 5" O.G. and in any direction. REARST� 2 GLEARENCE —7 i VARIES i i III \ 1,26" I 1 \ 11 ° 05 NOSING EA. TR 6 _CK 1 / L-05 TEMP. BARS 10 8" O.G. "5 DOWELS A 8" O.G. ------� C'(�)NCIZFTE STAI11 [��ETAIIL� • O O t/1UN� 'P N 0 z O w 9 V1 M ® � ~ DATE 04/23/18 DRAWN BY: pe in, CHECKED : MC REVISIONS : ELECTRICAL LEGEND =E-LECTMRICALSYMBOL Can Light Can Light Directional Can Light VP� Dleconnect iBO Exhaust Fan Exhaust Fan w- Light Floor Outlet F.O. Em SPI e' Garage Door Opener w- GFI Opener J-Box J-BlOx 7 PS push button Q SYMBOL MANUFACTURE LENS VOLTAGE FINISH WATTAGE TOTAL TYPE OF MOUNTING 4 MODEL E LAMP MOUNT HEIGHT OLIGHTING/ BEACHSIDE TEMPERED SODA LIME 12 VOLTS AC BRASS COMPONENTS 5 WATT WITH LED AMBER II WALL MOUNTED ro'8" A.F.F, s 1ST FLOOR 6'8" A.F.F, is2ND FLOOR L-014-5-5W-A-NFL-FR GLASS AND HOUSINGS OLIGHTING/ BEACHSIDE TEMPERED SODA LIME 12 VOLTS AC CAST BRASS FACEPLATE 5 WATT WITH LED AMBER 8 RECESSED CEILINGS II'4" A.F.F, s IST FLOOR 10'8" A.F.F, s 2ND FLOOR L-OI/o-F-CL-5W-A-NFL- GLASS AND HOUSING MOUNTED 12'0" A.F.F, s 3RD FLOOR PR-MRI6-FIN-D5 OLIGHTING/ BEACHSIDE FROSTED GLASS 12 VOLTS AC CAST BRASS STEPLIGHT W/ 5 WATT WITH LED AMBER 3 RECESSED STEPLIGHT 9'8" A.F.F. s IST FLOOR I'd' A.F.F, is 2ND FLOOR L-012-FR-5W-A-NFL RECESSED HOUSING TURTLE GSLASS NOTE: All windows and doors within line of sight of the beach (Including the seaward and shore -perpendicular sides of the structure) to be tinted glass or have film with a visible Ilght transmittance value of forty-five (45) percent or less. FAMV MLI, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I � I � I SHOWER W/ HOSE BIBS BELOW To Switch at -T'itchan Above IN O O U DATE : 04/23/18 DRAWN BY : ps me CHECKED : nc REVISIONS : 2014 NEC 210.12 (A) Arc -Fault Clrcult-Interrupter Protection. Dwelling Units. All 120-volt, single phase, 15- and 20-ampere branch circuits supplying outlets Installed or devices In dwelling unit kltchene, family rooms, dining rooms, living rooms, parlors, libraries, dens, sun rooms, recreation rooms, closets, hallways, laundy areas or similar rooms or areas shall be protected by any of the means described In the NEC 2011 210.12 (AXI) through (6) 2014 NEC 406.12 Tamper -resistant receptacles In are required in dwelling units In all areas as specified In 2014 NEC 406.12(A) through (C). All 125-volt, 15- and 20-ampere receptacles. Florida Building Code 6th Edition (201-1) Energy Conservation C402.5.8 Recessed lighting, Recessed luminaires Installed In the building thermal envelope shall be all of the following: LIC-rated. 2.Labeled as having an air leakage rate of not more 2.0 cfm (0.944 L/s) when tested In accordance with ASTM E283 at a 1.51 pef (75 Pa) pressure differential. 3.6saled with a gasket or caulk between the housing and Interior wall or telling covering. (See Section C402,5.S applicable Building cavities) C402.5.9.1 Vented dropped ceiling cavities. C402.5.S.2 Unvented dropped ceiling cavities. C402.5.9.3 Separate tenancies. C402.5,S.4 Air distribution system components, (2) 2/0 CU THHN/THWN s (1) sl In 2" c — 200*4 I 12OOA panel panel Meter Can (2) 250 MCM ! (1) 3/0 IN 2 1/2" C OR AS PER FPL Grade TO APPROVED GROUND (SEE NOTE BELOW) (2) 2/0 CU THHN/THWN < (1) •1 In 2" c Disconnects as required To House Service ELECTRICAL RISER no scale 2014 NEC 250.52 Grounding Electrodes, Concrete -Encased Electrode. An electrode encased by at least 2 In, of concrete, located horizontally near the bottom or vertically, and within that portion of a concrete foundation or footing that Is In direct contact with the earth, consisting of at least 20 ft. of one or more bare or zinc galvanized or other slectmcelly conductive coated steel reinforcing bars or rods of not less than 142 In. In diameter. Reinforcing bars shall be permitted to be bonded together by the usual steel tie wires or other effective means. Where multiple concrete -encased electrodes are present at a building or structure, It shall be permissible to bond only one Into the grounding electrode system. PANEL DIAGRAM / LOAD SCHEDULE CI G. DESCRIPTION POLE 51R<RWIRE LOAD 10 % REFRIGERATOR 1 2 12 1,5 NO 3 SMALL APPLIANCE 1 20 12 1.5 NO 5 SMALL APPLIANCE 1 20 12 L5 NO T GEN. LIGHTING / FANS 1 15 14 NO 9 11 13 15 IT 19 IL 21 5313 S.F, x 3 WATTS 23 2 1 DRYER 2 50 1 a 8.0 NO 4-6 DISHWASHER / DISP. 2 12 2,5 NO 8-10 OVEN 1 12 1.5 NO 12-14 OVEN 1 12 1.5 NO 16-18 ACCU •2 2 t40 10 N/C 20-22 AHU -2 2 6 10.0 YES 24-26 TOTAL KW LESS 10096 LOAD KW 34.9 AIR HANDLER s 100% 101000 PANEL A / 200 AMP, FIR6T 10 KW 6 100% 10,000 REMAINDER 6 40% 9,960 TOTAL 29,960 + 240 PROVIDE 124.8 AMPS PANEL DIAGRAM CI G. DESCRIPTION POLE 5RKRWIRE LOAD I00% 1-3 ACCU •1 2 40 10 N/C 5_1 AHU 9 2 60 6 10.0 YES 9-11 CAR CHARGER 2 40 10 N/C 13-15 m-19 21-23 25-2T 29-31 2-4 POOL EQUIP. 2 30 6 12.5 NO 6-e RANGE 2 50 a 8.0 NO 10-12 SPRINKLER PUMP 2 20 12 25 NO 14 1 ELEVATOR 2 60 6 10.0 NO 16 RANGE HOOD 1 20 '12 L5 NO 18 20 22 TOTAL KW LESS 100% LOAD KW 34.5 CAR CHARGER s 100% 10,000 AIR HANDLER s 100% 10,000 PANEL B / 200 AMP. FIRST 10 KW ® 100% 10,000 REMAINDER o 40% 9,800 TOTAL 39,800 + 240 PROVIDE 165.8 1 AMPS DATE : 04/23/15 DRAWN BY: pa me CHECKED : MC REVISIONS : VTR i ------------------- I I --------------------------- I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I i I 1 I 1 1 I 1 I I I I I I I I I 1 1 I I 1 I I 1 I I I 1 1 I 1 I I 1 I 1 POOL BELOW I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I 1 I I 1 1 I I 1 I I 1 I I I I 1 I I I I . r r _ ______________________________ 1 1 ------------- 1 1 1 1 1 1 1 1 1 1 1 I 1 (___________! 1 1 1 1 { 1 1 I i ! 1 1 1 ;1 1 1 i 1 ; I 1 1 I 1 i 1 1 I 1 I ; 1 f ---------------------------------------- 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 --------------------------------------- ; I I I I I I I ; I I I I I I ; I I I I I I I I I I I 1 ; I I I ; I 1 I 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 I t En z ■ i • U z ('�w]l u 4 M U � N F "!JN@ rO� W a U � y O U� DATE : 04/23/16 DRAWN BY: pe me CIIECEM 2 MC REVISIONS : F=1 N BEARING WA (3) «5 TOP 6 CONCRETE SLAE 141 � 0'-0" FIN.FLOOR SLAB M II \ «4elz"Ew. 03 e 12 " U.N.O. rl PILE DOWEL (3) "5 BOTTOM E Sr-WED'lei 11 14" AUGERCAST FILING L L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD K 04 e12" x6'-O" a 18" O.C. TRANSFER STEEL — OVER INTERIOR GRADE BEAM J «4e 12" EA .WAY 6' CONCRETE SI 6" CONCRETE SLAB «5 TOP - (3) S BOTTOM W1 FILE DOWEL 14" AUGERCAST FILING (3) •6 TOP 04 e12" x4'-0" e 12" O.C. eO DEGREE HOOK 03 e 12" STIRRUP UN.O. 1 i2" MIN. COVER w (3) % BOTTOM 01 FILE DOWEL E 48" E SCHED 14" AUGERCAST PILING - - 112" D-1 D N.T.S. ■ (2) «4 (FL.PERIMETER) 04 e18" x4'-O" e 12" O.0 g0 DEGREE HOOK TYP.ENTIRE PERIMETER «4 6 "' EA WAY 6' CONCRETE SLAB _ (EXCEPT GARAGE) 8" CCONCRETE BLOCK WALL (3) " 1 TOP (2) 05 MIDDLE «3 e 10" UN.O. o 1 11/2" MIN. COVER «l PILE DOWEL (3) « 1 BOTTOM 14" AUGERCAST 48g° g PILING " 1IS° GRADE BEAM 1 2 I 3 Y^ v" BARRIER OVER TERMITE - ■ ■ ■ a TREATED WELL COMPACTED FILL ' 4 81 9 li 3 o ■ 9 ■ 1 OR 5 NAVD CC-3 F_ FFE. -6" —, AC PAD _. 777 GB-3 ■ I MI I I _ GB-1 GB-3 I CPC-2 - L J 3' 3" T-4" 9'-10"TYF'. 11'4' AU6ERGA5T PILE5 GENERAL: A1,16ERGA5T PILE5 ARE PLACED BY ROTATING A CONTINUOUS FL16HT HOLLOW SHAFT AU6ER INTO A PREDETERMINED PILE DEPTH. H16H-5TREN&TH MORTAR SHALL BE PUMPED WITH SUFFICIENT PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONE5 OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE IN.EGTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI644TIN6 AT ALL TIMES DURING THE RAI51% OF THE AUGER SO THAT THE HIBH-5TREN6TH MORTAR HAS A 015PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THI5 METHOD OF PLACEMENT SHALL 13E USED AT ALL TIMES AND NOT BE DEPENDENT ON WWETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU6ER. HIG114-STREN6TH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND GEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER 6AIN, YET P44I6H MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY V0105 IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL P RCENTAISE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 26 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKIN6 ONE SET OF 2" CUBE-5 FOR EACH DAY DURING AU6ERCAST PILE5 ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 CUBES TO BE TESTED AT T DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH A5TM GIOq, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPAN51ON BY A TOP PLATE. A-4 PILING PLAN 1/4 1 '-0" 4 5 6 7 g GF�ADE 5E,4M SG�4EDULE MARK SIZE(wxD) REINFORING DESCRIPTION DETAIL NO. BOT TOP MIDLE 03 TIES G15-1 24" x 30" (4) «T (4) «1 (2) 05 6" O/C TYF. EXT. WALL G13 G5-2 24" x 24" (4) «ro (4) «6 (2) "5 8" O/C - L13 G5-3 18" x 18" (3) «5 (3) "5 _ 18" O/C GARAGE 6" STEP GI GB-4 IS x24 (3) «5 (3) "5 C2J 8" O/C BEAM AT STOP SLAB Ll PC-1 36"x80"x20" (4)06 AT LONG WAY ($)M6 AT. SHORT WAY _ _ FILE CAP HOOK BAR AT EACH END G4 FC-2 4811x46"x20" (6)"5 EACH WAY TOP AND BOTTOM. _ _ PILE CAP HOOK BAR AT EACH END G4 SIMILAR PC-3 36"x12"x20„ (4)6 AT LONG WAY ('l)% AT. SHORT WAY _ _ PILE CAP HOOK BAR AT EACH END G4 SIMILAR FC-4 46"x60"40' (8)06 LONG WAY 6 �'6 SHORT WAY _ _ PILE CAP HOOK BAR AT EACH END G4 SIMILAR 9 10 1 11 12 2V-0" AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ "l x 20' !EXTEND 15" INTO GRADE BEAM.) '3 H AND 55 BARS W/ �OOPS • 10" O.C. FROM PILE CUT OFF TO 15' FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS, ALL SHALL BE IN ACCORDANCE WITH A.C.I. 545-94 I I. X II• � G Lu o °- II •I GRAD EF �I 4 F. 1 Q Q w 0 �Q EQ. EQ SEE CHEI) G4 ISOLA N.T.S. 13 14 E Z • Z,n V M 7 .I' _0 F n M pN N We I� N J (Y 5 �0 NO � U D 0. CONC.OR MASONRY COLUMN MATCHING DOWELS 8 BAR DIA. MIN W/STD. HOOKS l4) «6 TOP EACH WAY W✓ 12" HOOKS (4) % BOT EACH WAY o W/ 12" HOOKS \— FAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS REMAIN.SPACE OTHERS EQUALLY File Copy TED PAD/PILE CAP 15 16 ■ in — USoq OEOM Cd v W� y oA 3y 0 W wOLIU ` Z 145 Z P h o n mW 0 w� yZ a LL � J D Z m az Z U Z a o .70 ho r �S 118 CL616 _z s 5� Cl- 6 E6� W U W A `O MCI 0 M N S W¢ jil C3 V O N m OZ 00 w w �Na W A h�M Drawn b MOH WVN Project No. Caddi DATE Sheet No: of --sheets 1 1 2 1 3 1 4 5 1 6 1 7 I I 10 12 1 13 1 14 15 16 COLUMN SCHEDULE N ITA L K J I G A E L C i 0 MATERIALS AJ PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPEGIFIGATION5 55-G-192 OR CURRENT ASTM STANDARDS, DES16NATION GI50. BJ MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROGE55 OF HYDRATION OF PORTLAND CEMENT. CJ FL.UIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P055E551N6 CHARACTERISTICS WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF CEMENT 6RAIN5, AND NEUTRALIZE THE 5HRINKA6E OF THE 1­11164-STRENGTH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BREGK5VILLE, OHIO MEETS THE5E 5PECIFICATTON5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJUROU5 AMOUNTS OF 5EWA6E, OIL, ACID ALKALI, SALTS OR ORGANIC MATTER. EJ FINE A661R=6ATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT A57M STANDARDS, M16NATION 033. THE SAND SHALL CON5I5T OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, OR6ANIG MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHING METHOD SHALL BE 5" AS WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL 5UBSEQUENTLY BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE IS REASONABLE UNIFORM AND STABLE. TIE SAND SHALL BE WELLfIRADLD FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULUS 15 DEFINED A5 THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6E5 RETAINED ON US. STANDARD 51EVE N05. I6, 30, 50 AND 100. MIXING AND PUMPING OF HI6H-5T FMN6TH CEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS MIXING AND ASITATINS EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS 514ALL BE REMOVED FROM MIXING Div AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO IN51 RE A HOM06E EOM MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED CON515TENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A P051TIVE DISPLACEMENT P15TON TYPE PUMP CAPABLE OF DEVELOPING DISPLACING PRESSURE5 AT THE PUMP UP TO 550 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE I145TALL LED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE Pill E5 HAS REACHED 175 INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN AS -MILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE915TERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE RECORD DRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLIPE5. SUBMIT THE RECORD DRAKIN66 TO THE ARCHITECT FOR APPROVAL. OBSTRUGTTONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGIN6 THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REWIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARASRAPHH 1, AND THIS SHORT PILE ADDED TO THE UNIT LEWTHH5 FOR PAYMENT. IF REQUIRE BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE 514ALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BASIS FOR ADDITIONAL FOOTA6E. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD ADSURIN5 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. PILE GAdPAGIIY: THE DE51614 15 BASED ON A MAXIMUM WORKIN6 CAPACITY OF 25 TONS PER PILE IN LION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. 3EAM AW CONCRETE MASONRY ARE UNGROUTED ;AL ATION MEMBER :AWAY WALL CONSTRUCTED OF FORCED, HOLLOW CONCRETE HRY UNITS NOT TO EXCEED 8" XNES5). ELEVATION FOUNDATION HOLLOW CONCRETE MASONRY UNGROUTED �v!ffilo14— BREAKAWAY WALL CONSTRUCTED OF STILLWATER UNROW-ORCED, HOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 811 IN THICKNESS). pr}7e SLAB ON GRADE SEE PLAN PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR GASIN6 OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-51RENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE CUTTIN6 TEETH. THE AU6ER 1`11-I6HTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HHTIN6 SHALL NOT EXCEED 9 INCHES. AUGER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AOSERGAST PILINS LEADS SHOULD BE PREVENTED FROM ROTATING BY A 5TABILIZIN6 ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH #3 TIES • 10' G/G EXTENDING 15'-0' BELOW PILE CUT OFF ELEVATION AND 1#1 VERTICAL REINFORCING BAR AT CENTER OF PILE EXTENDING FULL L.EN6TH. PROVIDE CENTERING DEVIGES FOR REINFORCING CAGE AT 10'-0' G/C MAX. SPACING. I III STAIR ABOVE I �II I II 1 FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED GONCRETE SLAB WITH REINFORce-S T AS 5HOWN ON PLAN ON 4 MIL V15GLIEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 316/&3 AND SHALL HAVE 4000 P51 DIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5, 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM Bill TOP 2' SIDES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 5/4' MIN. 4. ALL FOOTIN66 SHALL BEAR ON NATURAL SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6RANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MST BE COMPLETELY REMOVED. SEE ATTACHED AUGER CAST PILE SPECIFICATION B. FILL SHALL BE GLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND PELL. 61RADED. C. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. GENERAL CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTINGS/PAD5, LOAD BEARING WALLS, STEEUCONGRETENIOOD COLUMNS, WOOD HEADER5, CONCRETE BEAM5/TIE BEAMS AND HE1614T ELEVATIONS OF EACH WITH TRU576 MANUFACTURERS DRAWIN66 BEFORE THE POURING OF CONCRETE FOOTIN65/PADS AND SLAB. 7• COORDINATE A/G , MECHANICAL, ELECTRICAL E PLUMBING PLANS FOR REQUIRED OPENIN65 IN SLAB. 8• SLEEVE ALL PLUMBINS PENETRATIONS. G. SEE ATTACHED AUGER CAST PILE SPECIFICATION GI Q REINFORCED MA50NRY COL. w/ I-5 0 VERT. FILL w/ 4000 PSI CONC. C2 RINKER Teee REINFORCED MASONRY COL. w/ 2-% 0 VERT, FILL w/ 4000 PSI CONC. c3 O. 12"x1b" POURED CONC. COL. w/ 6-05 m VERT. w/ 03 TIES . 8" O.C. C4 ib"xlro" POURED GONG. COL. w/ 8-% 0 VERT. w/ «3 TIES ® 8" O.G. G5 8"XI&" POURED CONC. COL. w/4-% m CONT. w/ 03 HOOP A roll D.G. 0 V'xlro" POURED GONG. COL. w/6-416 0 CONT. w/ 03 HOOP g 611 O.C. c� . 10"x16" POURED GONG. COL. w/ 6-5 n VERT. w/03TIES ®8"O.G. IL -IV YV V 40 31_8il le le 31m,l 3_53_43_53.2, 3_p3-41j_i3_5, 81011 01' 1_f 51.0113_41 3b4'_811 4'811 AIQ, 01 01 ci c e O CI TYP. Ill � tV '411 151_G,I (J :o r Z, O THICK GONG. 5LA5 w/ 145 BARS zo GARAGE cO 010" O.C. EACH WAY ON 6 MIL VAPOR v ELEV. -IS" BARRIER OVER TERMITE 9 Y TREATED WELL COMPACTED FILL OR 80 NAVO 9 N ITl_m11 ro v Q Cl TIP. e v ■ 41-0" I 10'-101, � A1_mll Y 11i_ml, ■ ■ ■ 1' C5 Q / ■ ■ @ a 1,'811 5'_m11 � v � In 0 v ■ ■ ■ ■ ■ C2 TYP. 0 ■ e 'a RAMP 'v G3 v N —H '� ■ r - (V - - ly 5 - r - ZeUMMING Lu r POOL ABOVE O ■ T'-811 N /_,-41, Y I, Y '-0" 15,_AO Y 101-01, BY OTHER ■■ I I I 5'_m11 I I ■ 1811 \ a co v 811 to - I I I ELEV. -0'-0" c _call OR 5.5 NAVID :.l I . 6" THICK GONG SLAB w/ I"S BARS cO ■ c 610" O.G. EACH WAY ON 6 MIL VAPOR - 5'•m" 2'-0" = BARRIER OVER TERMITE m r TREATED WELL COMPACTED FILL O ■ ■ r N ■ ■ ■ b° b" c n 4'-011 01 ,_0l 51,b,1 51_b11 5,_m„ ■ r c3 = 0 r N N G2 TYP. v 1-011 ■ ■ '`; O■ ■ <r ■ ■ N ■ C4 e r, 11'-m" 1R" T-41/2"L. 4'4" 15'-01, 3'-21, 3'-4" Y.b" 4'.4" 3'-10" 4141' 81-011 1'4311 11 ■ 6" co oD GARAGE o - ■ OR 110 NA VD -9 ELEV. -18" ■ a � INON _ N ME / 6 Z' ■ O r PAVER THICK CONC. SLAB w/ 14S BARS ■ _ ■ 610" O.G. EACH WAY ON 6 MIL VAPOR ■ ci ■ ■ ■ ■ ■ BARRIER OVER TERMITE Q TREATED WELL COMPACTED FILL 4'44 m 4'-0 4'-04'-0 ■ ■ e ■ e AG PAD ■ In CI TYP. OR -1.5 NAVD v 414" Y A1_0" I41-011 AYl-011 Y -411 111.111 111_911 181-8" 41, 2-81 011 22'-10" 20'4" p1_/A11 Y 12'-W File Copy A-1 I BREAKAWAY WALL V/�,, I A-5 I SLAB SCALE: NTS. ( FRAWsBLE WALLS I I \I V I 1/4"=1'-0" 1 2 3 4 5 6 PLAN 0 a. oe Drawn by N W 0 V) U Project No. Cadd File NO.: s� DATE CD. REVIEW PERMIT SET Sheet No: C-2 of --she 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15 1 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 f2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.GC) •�- t2" TOPPING G.C.) NY SECONDARY POUR (BY G.C.) NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT #4BHR CAST IN BEAM AT 4 -0 O.C., #3 BAR CONT. 6' U.S. #5 BAR CAST IN BEAM ATO 4 -0" O.C., 4 BAR CONT.AND # #4 x i -6" LG BAR IN CORE, ONE PLANK.(BY G.C.) 3 1 2"t 3 4' BRG. '. 8" MASONRY WALL BEYOND AND #4 x , CO LG BAR GROUTED IN CORE, ONEPER PER PLANK. (BY GC.) VARIES U.S.GROUTED AR FROM r AND ALL CONCRETE CONNECTIONS AND DETAILS W/REINF. (BY G.C.)MASONRY CELL DN WALL EINF. (BY G.C.) NOTES i SECTION ALL MASONRY FILLED CELL 2'-8" MAXIMUM SPACING M SCALE: 3/4" = 1'-O" (A SEGTION SCALE: 3/4" = 1'-0" t2' TOPPING (BY G.C.) SECONDARY POUR L (BY G.C.) - OOO #5 BAR CAST IN BEAM AT 4'-0" O.C., #4 BAR CONIT. AND #4 x 1 -6" LG BAR ! •: 6" U.S. GROUTED IN CORE, ONE LAP VARIES PER PLANK. (BY GC_) •S S BAR FROM FILL CELL ON 8" MASONRY WALL W/REINF. (BY G.C.) JK 2 SEGTION _ SCALE: 3/4' = 1'-0" t2" TOPPING (BY G.C.) t2" TOPPING (BY G.C.) J 8" U.S. is 6" U.S. LAP VARIES ` 3 1 2"t 3 4" BRG. S CAST UY BEAM W11 04 BAR CONT. IN 4" SECTION 9 BAR FROM #5 BAR CAST IN BEAM AT FILL CELL ON 8" MASONRY WALL W/REINF. (BY G.C.) 4-0 O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) g SEGTI ON HJf2" SCALE: 3/4" = V- TOPPING 04 BAR CONT. (BY G.C.) f2" TOPPING (BY G.C. 8" U.S. LAP VARIES • 6" U.S. Cj • : 3 1 2"f 3/4" BRG. CAST W/ BEAM W/i 14 ' BAR CONT. IN 4" SECTION i" +5 BAR FROM #5 BAR CAST IN BEAM AT '• •' FILL CELL ON •-' -. 4-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR •' •' CONIC. BEAM �(BY GROUTED CORE, ONE III G.C.) PER PLANK.K. (BY GC.) '' 3A SECTION SCALE: 3/4" = 1'- F Iff t2" TOPPING 8413AR CM. (BY G.C.) 32" TOPPING (BY G.C.) LAP VARIES 3 1 2't 3/4- BRG. CAST W/ BEAM LUA 04 ;.. BAR CONT. IN 4" SECTION E '•• -' CONC. BEAM P#5 BAR CAST IN BEAM A, W/REINF. (BY G.C.) 4 0" O.C., #4 BAR CONT. • ' -, AND #4 x 1 -6" LG BAR 9 BAR FROM GROUTED IN CORE, ONE 1j, 2" I- FILL CELL ON PER PLANK. (BY GC.) -��- 3B SECTION SCALE: 3/4" f2" TOPPING D (BY G.C.) 8" U.S. r� O - • • 3 1 2"t 3 4" BRG. Tr -•.. • #5 BAR CAST IN BEAM AT - �. 4'-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE 1211 PER PLANK. (BY G.C.) SECTION _ SCALE: 3/4" = 1'-0' i V t2" (BY U.S. • • \�3 1/2't 3/4" BRG. 3/4" BRG. N �, •.• . • • • #5 BAR CAST IN BEAM AT •. 4'-0" O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY G.C.) 3D SEGTION SCALE: 3/4" = 1 -0" 1 2 f2" TOPPING rWIREINF. SECONDARY POUR (BY G.C.) BAR CAST IN BEAM AT S.4'-0"OC., #3 BAR CONT. AND#4 x 1 -6" LG BAR " BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) LL BEYOND .C.) 25EGTION SCALE: 3/4' = V-O" CB-1 ( TEL. 10' 6EAM TOP OF 86-2" L2� 8" HOLOW CORES SYSTEM WITH 2" TOPPING 1.-:. :11uI Ill I -.'. 8 1 70PPING SLOPE FROM 4" TO 25" 8" HOLOW CORES SYSTEM WITH 2" TOPPING EL. I1'-4" OPEN TOP OF FLOOR ■ e ■ an F � e ■ _ _; IIIIII14 I I I i l l l■ NZ I" N �o w O LL= 8" HOLOW CORES SYSTEM WITH 2" TOPPING �I I I I I I I■ m o� LU IIIIII � ■ I _j ■ LU ■ EL.II'-4' ■ ■ ■ ■ ■ TOP OF FLOOR � s e CB-1 ■ ■ ■ 0 (� T m ■_ (QQ � 0 ■ — _ 8" HOLOW CORES SYSTEM WITH 2" TOPPING 8" HOLOW CORES SYSTEM WITH 2" TOPPING in 7 �] U U rU5-1 9 ■ ■ ■177777m1111111111111 1111mv , ■ B 1 WALL BELOW Lu Y b 8" HOLOW CORES SYSTEM WITH 2" TOPPING 9 � J TOP OFBEAM 2 CB -I CB -I CB-1 Z EL 10+-6" TYP. TYP. a O mw �m N ? Y Z O N � I N a 3D -4 uj u I (VARIES FOR PITCH) TOP OF FLOOR ELEV. W-0" TOP OF BE EL. 10'-2" s IA TYP. ■ W T■ U (VARIES FOR PITCH) TOP OF FLOOR ELEV. W-O" ■ sA ■ 1 TE TOP OF BEAM EL. 10'-b" NOTES ALL MASONRY FILLED CELL 2'-8" MAXIMUM SPACING; mm LWIMMING POOL BY OTHF4 RS y TOP OF POOL EL. 10'-105" CB-C3 i TOP OF BEAM \ I TOP OF BEAM I"IIII'lll'lll� 11 • ■ z • 0 a N M W Q X 0 Sa<�.p ` oyl $i. a. 0 9A M �0 D U U brb a \ h $ a loft Id VI 10��q 513 N h EP e O Lu W Lu E a w Z a h W o n ui n yz Q LL 3u Z 0 Q 0 Z Z a o f '0 h0 b© IF w " O • § O all cis d� w Wr A 'Lo q N M s V 1 W Q LJL C)C-) < LLJ MR(n 00 Z C)LJ Z A W 77 F� ,Q Drawn by. 1111� MOH HVN Project No. Cadd File NO.: DATE CD. REVIEW 1 04-15-18 File Copy Sheet No: A-4 SECOND LEVEL HOLLOW CORE a D 1/4 "=1 I_on I of --sheets 31 4 5 6 7 8 9 10 11 12 13 14 15 16 4 5 I 6 1 7 1 8 1 9 1 10 11 12 13 14 15 16 1 GROUTING BUTT JOINTS (BY G.C.) 8" M 2 3 GROUTING L3UTT JOINTS t2" TOPPING (BY G.C.) f2" TOPPING (BY G.C.) (BY G.C.) 8" U.S. elf-Y± U.S.8" U.S. 1 2" BRG.8' 3"t 1 2" BRG .3"t 1/2' BRG. 4 HOOKED BAR CAST IN #4 HOOKED BAR CAST IN BEAM 0 4'-0" O.0 & BEAM 0 4'-0" O.0 & AND #4 BAR HORIZONTAL IN 8" MASONRY WALL AND #4 BAR HORIZONTAL IN CORE, ONE PER PLANK. W/REINF. (BY G.C. CORE, ONE PER PLANK. (BY G.C.) (BY G.C.) a SECTION Q SEGTION SCALE: 3/4= 1 7" SCALE: 3/4" = 1'-O" �J ' TOPPING L G.C.) SECONDARY POUR (BY G.C.) #5 BAR CAST IN BEAM ATt 4'-0" O.C., #4 BAR CONT.B" 3/4" BRG. U.S. rW�/REINF. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) NRY WALL (BY G.C) K 6 SEGTION SCALE: 3/4' EL. II'-4" TOP OF FLOOR t2" TOPPING J (BY G.C.) a" U.S. LAP VARIES LINE INDICATE CB-1 BEYOND 8" MASONRY WALL W/REINF.BEYOND (G.C.) H LB-1 EL b'-b" TOP OF GARAGE DOOR 5EGTION SCALE: 3/4" = 1'70" G t2" TOPPING (BY G.C.) STEP DOWN BY GC. 6" HOLOW CORES t2" TOPPING WITH 2' TO 3" (BY G.C.) TOPPING SLOPE �0 8" U.S. LAP VARIES !• •• LAP VARIES (Z5EGTION SCALE: 3/4" = 1'7" t2' TOPPING (BY G.G.) 32" TOPPING (BY G.C.) - ; •. . •. ' d . :f. 0 O8" U.S. 6" U.S. 3 1/2"3 3/4" BRG. l: LAP VARIES STEP DOWN BEAM 4" (BY G.C.) 8" MASONRY WALL W/REINF. (BY G.C.) #5 BAR CAST IN BEAM AT 4'-0' O.C., 4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE 5EGTION PER PLANK. (BY GC.) SCALE: 3/4" = V-0" . r r . ..1 ! •.� POUR IN PLACE t2" TOPPING • .� (BY c.c.) (BY c.c.) i 8" U.S. 00 '•j LAP VARIES 8" MASONRY WALL i 8" U.S. W/REINF.BEYOND (G.C.) #5 BAR CAST IN BEAM AT 4-0 O.C., #4 BAR CONT. ',I ' LAP VARIES F AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 8" MASONRY WALL W/REINF. (G.C.) 8 5EGTION i2 5EGTION SCALE: 3/4" = 1'-0" SCALE: 3/4- = 1'-0" E BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS D CB•I 8" x 12" 2- # 5 2- # 5 - #3 HOOPS 0 6" O.C. STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 CB -IA B" x 12" 2- # 5 2- # 5 - GB-IB 8" x 12" 2# 5 2- # 6 #3 HOOPS 0 8" O.C. CB-2 12" x 16" 3# 5 3- # 6 #3 HOOPS 0 8" O.C. G5-3 8" x 14" 2- # 5 2- # 6 #3 HOOPS 0 6" O.C. C CB-4 12" x 24" 3- # 5 3- # 5 4- # 5 #3 HOOPS 0 6" O.C. C -5 12" x 30" 3- # 7 3- # 7 2- # 7 #3 HOOPS 0 8" O.C. CB-bA NOT USED B-b NOT USED G5-1 8" x 18" 2- #7 2- # 7 #3 HOOPS 0 B" O.C. -8 12" x 24" 3- # 5 3- # 5 3- # 5 #3 HOOPS 0 6" O.C. B-9 r�r___a 16" x 16° 3# 5 3- # 6 3- # 5 #3 HOOPS 0 8" O.C. 8"x 24"2- #7 2- # 7 2 # 5 #3 HOOPS 0 6" O.C. B-II 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 6" O.C. A LB -I 8" x 8" 1- # 5 PRE -CAST LINTEL � A-4 I. ALL LINTELS TO BE BY CAST CRETE AND a D POURED SOLID W/ BLOCK AND BEAM ABOVE 1/499= j'—Q" 1 2 3 4 5 6 NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS TOP OFBEAM \ LB-1 EL.2� GB-1 N J W � GB-1 TYP z 0 a Q a 8" HOLOW CORES SYSTEM WITH 2" TOPPING TOP OF FL< EL. 23'-7 TOP OF FLc EL. 23'-1" Jn C2 TYP. tJ ■ all N _ N Q m ,W ° N 4" W LL J f- TYP. 11011 MINI I ■ 7r-2 TYP. ■ 1 r� N W � ■ TOP OFBEAM EL, 23'-I" on 8" 14OLOW CORES SYSTEM WITH 2" TOPPING THIRD LEVEL HOLLOW CORE & LOWER RROF 7 8 9 R CI FL 5___I GB -I TYP. TOP OF BEAM TOP OF BEAM EL.23'-I" EL.22'-9" ■ LB -I C6 (�-i5 8" HOLOW CORES SYSTEM WITH 2" TOPPING TOP OF FLOORI ELEV. 23'-II" Rm Am OPEN e ■ _N ■ b CQ ... 12 S EL. 22'-3 1/2" GONG. " HOLOW CORES SYSTEM WITH 2" TOPPING " POURED LB -I t- I LB-1 B-14 CB-1 0 NOTES ALL MASONRY FILLED CELL 2'-8" MAXIMUM SPACING 51M� w O Fite Lupy b.- --.__._..�.__ Z0 0z m �~ V) J C9, �m 0- 0 „S 42 � �0 I.- J N_Z I fig I V U, LV% a0 � m n m \ n - p M O 4 0 C4 IJ a i n J • 0• P N 0 W 0 L E =z z P m O yA,Z Q LL � o m Z 0 �^W mi a Z Z Z n o .� 0 h o z J � LLJ o zfi€ p p 'all � p J Lil � • aE3 p O "ss U Wh N H o Ih s W /1/ �fij Lu V' O N w m 00 CD Z w�LJ � Z a A LIJ Project No. Cadd File NO.: Sheet No: �o� of --sheets 10 1 11 12 1 1 13 1 14 1 15 1 16 1 2 1 3 1 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N MA Ilr STROP DESCRIPTION NUMBER OF 10d COM. NAILS UPLIFT FT Lbs �MARfCS LATERAL FI LATERAL F2 A USP HTA20 (6) 1Od 980# 590 660 B USP HTA20 (9) 10d 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 M E USP HTA20 (2) (10) 10d 3000# (ONE PLY) 1180 1320 F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF 5 16d E.E.900 O # ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 10d 5370# (1) 5/8% 12 E.D. _ — L J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM — — K USP HTR16 (2) (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 1Od TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED, Notes: L Where more than one strap Is used, multiply the uplift capacity by the number of straps. Example: of straps 2D Mark 2xl240lbs = 2480 Ube uplift capacity 2. The uplift for each truss/girder Is less than or equal to the uplift capacity for the specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from i to 900 Ibs). J 4. All truss to wood connections to be MARK 1, unless otherwise noted. (This means that any unmarked trusses have an uplift range from I to 1415 ibs). 5. Alternative truss anchors w/ equal uplift d lateral load capacity maybe substituted w/ engineer's approval. H G F r C C 0 0 GABLE END TRUSS (IF AF-PLICA51 SEE ROOF P. PROVIDE 1/6" SPACING AT PANEL EDGES APA 40R0 3/4" — EXP08URE 1, C-D PLYWOOD SHEATHING o 3 \: r E f1R1O • 44-- " O/C AM 1/I6" SPACE AT PANEL ENDS END BLOCKING BEHIND FASCIA N.Y.6 F'�-ENG. WOOD TRJSWO a 24" O/C (SEE ROOF PLAN) ATYP. LATERAL BRACING IFREWR=-D (SEE TYP. WALL SECTION) 2WALL ILNG SGMEiDULE (BLOCKNW DIAPHRAGM) EDGE NAILNG 10d • 4" OG. INTERIEDIATE NAILRX= Val a 4" OL. BOUNDRY NAILING 10d • 4" O.C. CORNER NAILING 10d • 4" O.G. OR EE ECTION) ZONE 1 -4ciO PSF ZONE 2 = -86.5 PSF ZONE 3 = -128.4 PSF PANEL FRAM'G. MIN. NAIL S AGING COMMON ®DIAPH BOUNDRIES o OTHER PANEL EDGES GRADE TRUSS SPCG. PANEL THICKNESS NAIL SIZE REMARKS ROOF TTHIAHEARATED P4" 2'-0" 3/4" 4" e ZONE 1,2 4" a ZONE I 10dLOCKED DIAPHRAGM is ZONE 3 4" g TONE 243 EX I MAX. MIN. U.N.O.0CN PLAN APA RATED Tics GLUE AND SCREWED U1,L0. ON PLAN 5 M a w 0 0 A-5 a1/4„-1'-0„ 5 9 T/ ROOF FRAMING 9 10 IT IS THE RESPONSIBILITY OF THE BAD ERECTING THE TRUSSES TO INSTALL ADEQUATE BRACING TO PREVENT TOPPLING OF TRU55E5. FOLLOW ALL APPLICABLE REGOMMENDATION5 IN TPI R)BLIGATION " HIB4 11' BRAG I NO NOTES: PERMANENT 2' X 4' DIA60NAL BRAGINS IN THE PLANE OF THE NEAREST WEB MEMBER CONNECTION WITH (2) - Ibd NAILS IN EACH WEB IN AT LEAST (3) TFA 55E5 AT APPROX. 46 DEGREE ANSLE. (REF: Hl"l, Fig. 37, 36 E N). PERMANENT BRAGINS IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUS5. CONNECT WITH (2) - IId NAILS IN EACH TRU55 P40F ONLY). 12 10 THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 LBS NOTES ALL MASONRY FILLED CELL 4'-0" MAXIMUM SPACINGS 14 15 16 FN Ut„*I ATIG FA5TEN F LEGEND 0 z � n NOTE: ALL FASTENER ANp NAILING TO BE STAIESS STEEL �jr w PNEUMATIC 1=45TNER5 - ITW RAMSET / RED < o -� 0 APPLICATION SIZE TYPE 5PAGING REMARKSCL 9Am MTL STRAP TO GONG. 1/4"xl-3/4" TAPCON (4) 0 F N 2< BLOCK OR TIE BEAM PER STRAP 0 J Nm aW NON BRG. WALL SILL 300 HD SERIES 5/32" DIA. SHANK U U PLATE TO CONC. SLAB l/8" WASHER 1524 SD 12" O.C. W./HEAD W/ " R " METAL LATH # WIRE FASTNERS - PNEU-FAST CO. APPLICATION SIZE TYPE SPACING REMARKS 16 GUAGE W/ 6" APART WIRE LATH MIN. 1 1/4" 0101 - 1 SIDE LAPS PENETRATION 9" APART Iro GUAGE W/ 6," APART SEE SP.B.0 SECT, 3/0" RIB MTL. LATH MIN, 1 1/4" 0101 - 1 SIDE LAPS 35023 PENETRATION 9" APART 35042(CXbb) METAL ROOF TILES - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 010-12xl" PANCAKE GALV. PER TILE SEE F.R.C. 2014 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R90535 W. 02 PHILLIP- SEALENT SSTL. SPEC'S AND 13053.6 NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 31ro STAINLESS STEEL ROOF/WALL SHEATHiNG - ATLAS COLLATED NAILS APPLICATION SIZE TYPE I 5PACING REMARKS 3/4" ROOF SHEATHING 3" x .148" 8d SS. ROOF - 4" 5/8" WALL 5HIEATHING 2 112" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.G. NOTES: I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. LATERAL BRACE P'ER1"1ANENT WEB D 1,4CsONAL GROSS, BRACING LATERAL BRACE L-5 PERMANET BRACING N.T.S. IN THE PLANE OF THE WEBS File Cop IL o a W a to i . n m 0 to 0! o zI (; N ad c a V W� a P 3 N O OW w E = Z a h W o n 0 wj H Q LL Qi 3 m Z 0 Z 0 a o '0 o w W A LO LO a) N r) '") s V1 W Z J Q� C_ p�co z 1W �- z A LJ Drawn by: MOH HVN Project No. Cadd File NO.: DATE CD. REVIEW 04-15-18 PERMIT SET 05-03-18 E Sheet No: of --sheets 2 3 6 1 7 E 10 12 13 14 15 16 N 1 2 3 4 5 J 6 7 8 9 10 TOP BARS STD. HOOK 3bx DIAM. I. I. T --FIRST STIRRUP M I I �Borr. BARS I I V� LI L2 �V ! L3 L NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR L-1 STEEL PLACEMENT N.T.S. COP L-4 N.T.S. 3%" METAL PLATE TOP 4 BOTTOM OR 2x8 BREW TO TRUSSES OR 2x4 BLOCKING 3%" VERT. METAL (25 ga.) STUDS e 16" O/C INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 UNCONDITIONED SPACES VERIFY w/ CONTRACTOR 11/2" GYP. BD. OR 1/2" M.R. (GREEN) GYP BD. AT WET AREAS 08 FRAMING SPEW FROM TRACK TO STUDS TYPICAL 4"X 1 J" TAPCON m 24" O.G. 54f TRUSS P PA28 TRUSS ANCHOR W/24-Irod NAILS -.ONCRETE OR MASONRY BEAM TYPICAL INTERIOR WALLS L-7 GIRDER DETAIL L-9 NON BEARING WALL N.T.S. N.T.S. K TOP GONT. BARS SPLGE AT MID5PAN ONLY A5 REOV 0.30 L2 "E" BAR IG" BAR "DII BAR OR L3 - a OREATE CONTINUOUS BARS A EXTEND TO u 030 030 GANT. WITHIN 1 1/2" OF FORMS FOR BEAMS, 030 LI LI OR L2 LI OR L2 L SPAN 2" FOR FTGS m SEE SCHEDULE GRATER GRATER AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL .125 0.125 0.125 I AREA OF STEEL IN LIEU OF 5TD'30' ACI 0125 BOTT. LI L2 BOTT. 0.125 BOTT. HOOKS d+ LAP BARS 48 5AR7 EACH LEG. GONT. 611 GONT. L2 GONT. STANDARD'30` ACI HOOKS 11 II II MIN "B" BAR MIN Mil IN. OARS CANTILIVER H LSPAN I L2 — NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" BAR5 FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BARS ARE REQUIRED NOTE: AT BEAMS W/ CONIC COLUMNS BELOW 0 HOOK BARS DOWN INTO STIRRUP LEGEND COLUMNS 4 LAP to VERTS 5/0 : *3 OPEN G a/c = *3 C4.051!v 2M = 02 NOOOPS IF-1 N.T.S. F E C C 11 112 3-5/S"4 WEDGE 4NCHOR MIN. 4" EMBEDMENT INTO CONCRETE. THRU BOLTS BUCKET GIRDER 4-5/0"0 WEDGE ANCHOR MIN. 4" EMBEDMENT INTO CONCRETE. O 4-5/8"(P THRU BOLTS NOTE: VERIFY FINAL DESIGN 4 BOLT HOLES AND LOCATION WITH FINAL TRUSS ENGINEER 13 1 14 NAIL ON FLAT CEMENT 'FILE ON 900 ROOFING HOT MOPf>ED OVER 300 FELT, TIN TAGGED TO APA 40/20 5/8 EXPOSURE I SEE ANCHOR SCHEDULE e ROOF PLAN FOR TIE DOWNS — COPPER DRIP EDGE 70P OF BEAM VARIES (SEE ROOF PLAN) 2x8 RS. CEDAR Ix2 ROOF EDGE. CEDAR 7 DECORATE OUTLOOK SEE ELEVATION P.T. Ix3 FIRESTOP CONT. CONT. RE -BAR TOP OF BEAM VARIES (SEE PLAN) GONG. TIE SEAM SEE BEAM SCHEDULES %" STUCCO ON 8" CONS. BLOCK OVERLAP VERT DOWELS MIN. 4'-5" (SEE FOUND. PLAN FOR SIZE 4 LOCATION) FIN. GRADE FIN. FLR v ELEv. 0'-0" 15 1 16 11�✓•' - ROOF 2Xro T45-SSE5 a 24111 O.C. N F. 1111, H 'xIV CONC. TIE BEAM CONT.U.N.O. —R-11 FOAM INSULATION 111 - -INSULATION NOTE: CO _ -.R IN5ULATI AND CONCRETE BLOCK R-20 1/2" GYPSUM 50ARD ON 1 » #`? S /8" METAL FRAMING $ .•i.. I FURRING a • t + I • gm LOORING DECK -10,,M INSULATION IjIj » • •4 » . .-.-VARIES Irm ' �'f': - G• RD . M —R-11 FOAM INSULATION ••I BASE t' GRADE BEAM I� • CONCRETE PLAN BEAM REINFORCING DETAIL F-6 I CORNER BEAM F-9___l BUCKET GIRDER F14 TYP, WALL SECTION NTS FOOTING SIMILAR N.T.S. 1/4"=1'-0" 42" HIGH GUARD RAIL SEE ELEVATION FOR MORE DETAILS i 3ro" HIGH HANDRAIL TO REJECT 4" DIA. SPHERE ROUND ROD 1 TO 2" CONT. YYP. (BY OTHERS SUBMIT GRAPABLE HANDRAIL 34" ABV. ENG, SHOP DRAWINGS) LEADING EDGE OF TREAD W, PICKETS 6 5" CC. (VERIFY STA R LANDING STYLE W/ OWNER) HOL OWCORE MAINTAIN I �" SPACE T. PER FRC i •9 ' • 8 AA B-7 -/...... I @ — . 6 i., �, DOUBLE 05 BAR AT EA. WAY -S 8" OC. W •® i��1 HOOK BAR TOP 4 a i II • /���,-' . BOTT INTO BEAM 3 " ELEV.O'-6" I./.�"PI. EL) Y.. 11'-2" 4. e �. . NOTES- HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FORA CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 36" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM PICKET TO REJECT 4" I; GB-2 I' 2 R. + I TR. = 24 TO 25" MAX B (2) 1.2 + 10"= 24,40" CONCRETE PILING SEE PILING PLAN 15'-10" — — 42" HIGH GUARD RAIL \ \ NOTES: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 36" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM PICKET TO REJECT 4" ELEV. 10'-IOnI \\\\\ \ \ \\ I 41 L, 36" HIGH HANDRAIL TO REJECT 4" DIA. SPHERE YYP. (BY OTHERS SUBMIT \ ENG. SHOP DRAWINGS) \ �\ \�\\ \�\ �\\ I ROUND ROD GRAPABLE LEADING PICKETS STYLE W/ MAINTAIN PER FRC I I' TO 2" CONT. HANDRAIL 34" ABV. EDGE OF TREAD W. 6 5" OC. (VERIFY OWNER) I z" SPACE 311153 CB- DOUBLE 15 BAR °.��°OO AT EA. WAY m 8" OC. 4 \ HOOK BAR TOP 4 �.��• i BOTT INTO BEAM �� 3 2• ELEV. 0'-6" t. 9 - GB-2 A A-1 STAIR DETAILS STAIR DETAILS A-6 A-6 NTS AT FRONT ENTRY I N.T.S. N.T.S. 1 1 2 13 4 5 6 1 7 18 9 10 2 R. + I TR. = 24 TO 25" MAX (2) -1.16 + 10"= 24.32" STAIR DETAILS AT POOL AREA 11 1 12 13 14 15 1 16 File Co+ Z• 0 ,Z V n � 49� Q X Lu 0 0 1 a 0 cj" 61 �0 N� aLL uU W a c M 0 a m� n m 00 QL M tl N tj memoj; CO Sh • 0 0 v �w 01 EP `N n 8 aai E _ Lu y5 L 3 / P W 0 o In w n V yz Q uJ. 3 j as _ Q Z q 0 Z Z 6 o F �0 h 0 <® n 11F eg3 E_% d- N �I�/�I V1 Z J U ^/ I�1 o U V) m z CD z h+� U.) z A w ui Sheet No:/ �� Vogl of --sheets GENERAL NOTES: 1. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3. PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLIP JOINTS, 4. PROVIDE EGRESS WINDOW UNIT AT BEDROOMS. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS. 6. PROVIDE PVC SLEEVES AS REMIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION. 1. VERIFY A/C UNIT'S SEER WITH ENERGY CODE. S. USE TEMPERED GLASS AT ALL HAZARDOUS AREAS, S. USE MOISTURE RESISTANT DRYWALL AT WET AREAS, 10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS 4 SETBACKS PRIOR TO ANY CONSTRUCTION AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. IL OWNER t OR CONTRACTOR IS RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. v P8" F.F. I (per+ der �rr�� St .L��1� �n,.��r e `F+- . Pvea ,� 5 T� Y' °A' l l I 0 .9 F.F. PLANTER I I I 1 I I I I I I 1 I I 1 1 1 I I I I I I I 1 I PLANTER `rs iN 45' 2' 1 1 1 1 GARAGE 11 1 1 11'4' Ctrs. HT. (9'4" ASV. 0'07) I 1 COW. FL I 1 1 I V2" GYP. BD. ON 2x FRAME WALLS I 1 AND 5/8" STUCCO ON BLr, WALLS 1 1 IN GARAGE 5/8 TYPE "X" GYP. BD. CL'G. W/ KNOCK-DN. FIN1544 6' 4' IS' 2" ELEVATOR EQUIP. TO BE MOLNTW AT W NAVD ELEVATOR 310. o 50 AMP � � R Y ON m CHARGER TOOL j m Q SHOP ll'4° CLG. HT. (9'4' ABV. 0'0 /�(.y/� l�/]L(//�Lt! CONC. FL. 5'O" 2' O" O" FIN.FL N tn� 0 x 19' 4" ,STEPS - (2) ON 1 ISIER8 If TREADS 1 I -1'6' F. Q 2 8. 1 F.F. m ' ' Cx,�-VRACaE I mi(i—'N.AVD. m 11'4" CL.G. HT. (9'4" ABV. Ob7 iL�F o CONC. Ems. 1/2" GYP. BO, ON 2x FRAME WALLS I AND 5/)3" STUCCO ON BL.K. WALLS I IN GARf' ' 5/5" TYPE "X" GYP. BD. CL'G. W/ KNOCi 1FH DN. FINIS `- Q --••------------ _ _ _ WATER HEATER (IW CIRC. PUMP t TIMER; ON PLATFORM e ILO' NAVD 1 $ t i CONC. STEPS r 6" RISERS W/ I I .(30w) TREADS (W MIN RATING DOOR AND FRAME) .40.3. Ems•— -� (2O MIN RATING-3 W/ HAGER SPRING WINCE OR EQUAL PER FBC R302.5.1) 19 RISERS . 1.16" . 11'4' RAIL NG 210" ABV. EDGE OF TL 1"SING TYP. 3 - 2 x 12 STRI (2) 1. " RISERS + N 10" . 24-V 1r\4rtnv. v 3" CLG SLOPE_ --FOR STAIR- -- ,B�,--__-_ I I " � I 1-- 14-- TANKS TO BE PROVIDED GAS v GENE2,IITOR -------•-------- _ _ -__ H LOUVERED EQUIP, ON 22 TE ALUM. STAND (ILO' NAVO MINJ 22' V 43, 6" VO"xW ' H 9' 4' 1 1 I i � I 1 � 1 I I 1 I � I I I 10 m 18n1 x 9' 40 I� I- I o 1 I I J 1 5/8" en 1 @"xIS' I (Il'P. O I SEE ENC I BY 'OTI• J0 4' 0' l V '•r Itn C1 x xp .0 Q 2Y 4" w I I � 8" 21' 4' g" I I , , , I , , ---.�. __. �..------------- - I ao: I ; x ' I I jY�ll I m I I I I I I -44 ; ; I I a I I JES) Ji i VS I I I I I I (11 I i I I , I I I I I ' I I I I I I I 1 I � I , , I ' � I I I I s I r , I I 9' 10"Ic I I - - - - - - ALL EQUIP. ON 24"14. (3) 6" Q rAxx ALUM. STAND (ILO' S ON. HAVO MIN.) . 3' O' x I EIiUtP - �,�" t"'� WBOB F,F. 1 j J STUCCO LA 1 16" x ION CONC. COL SEE 1 SEE EyGIN. PLANE 1 �yy BY 'OTHERS' E- - - - - - - - - - - - - - - - - - - - - - - - - i 777, IO'4-- On---- 7 %- 5' H LOUVERED GATE 18' 8` 14". lei 20,00 2V ON M F4L RISERS i 1.26" . 11'6" RAILING MOM ABV. EDGE OF I° NOSING TYP. 3 - 2 x 12 STF (2) 1.26' RISERS + (1) ION THE H w uSIP 3 w TR. 1NCERS AD . 24.52' Q m$> s z 4 it 4Ti49 a V a p>pa O O 2 g q3 z4: 0'a� oFa Ei$gm3�Eo DATZ 0312VIO IDRAWNSY : ps .G Cn MC BEVASKM : AREA GALGULATIONSS I list Floor) IST Floor A/C low S.F. 2ND Floor A/C _ 21W S.F. 3RD Floor A/C 2105 S.F. Total AG 53135, Garages 2501 S.F. iST FL. COv. Porch 355 S.F. Upper Gov, Porch t Bale. 414 S�F- 2ND FL Porches -51 S.F. Balcony 1156. Entrance lie S.F. Total Non A/G 4251 S.F. Total Under Roof 9L10 S.F. • A/C VOLUME • N"' CUBIC SQUARE FT. • Contractors to verlfy all footas'es • All areas are calculated to outside dimensTore. 5/8" drywall on Collins. 2 x 4 or 2 x Fs Interior frame wall w/ studs at- 16" o.c. max. Add blk's. w mid ht- Finish w/ 112" drywall t wood base. Attach bottom p stud with (20 16d toe�nalled. Attach top plate to roof Joist w/ (2) Ibd nails. Where applicable. Attach top plate to stud with (2) *d nails too -nailed. Use 3/Iron x 3 I/2" Tapcons at 32" oc, for attachment Into hollow core above. 3/16" x 3 1/2" Tapcons at 32" o.c. on 4" conc. skip or floor trusses. 91=1 5/8" STUCCO ON 16" x 16" CONC. 1/2 COL (TYP. 2 PLACES) SSE ENGIN. PLANS BY 'OTH6R8' )V61 clti6y, I� GOCC fC .l.cr,+e lv�. \Mw IC-- �j(CCtC WP � I CANT.' CAN 11" It in 10' 0" 22 O" T lie 8' low 8' O" IV 6" 3' 6" V on I' 01 W B O Cw 6 C Cw* d' 81y' IT16°' 4' p• 2'O " x 5' I06" 8" O " x 6' 1176" 1 4$" H. 1/2 RAILING 77 --'r -- --------------------------------------------------- ------------ = LINE OF WALL BELOW ' 13' S" 4" 5' 8' I8' il" 11" 1 v � a �a m O O v u• xZ � O I is �7- �` 3 1 10 LG. HT. 1D N TILEj�,�/'' Q v I.J�-l/A'� I �oxt�x7 `v 5/8" STUCCO ON 16" x 16" CONC. '81 $" m tM'. 2 PLACES) SEE ENGM. PLANS BY 'OTHERS" . Itb O O 1' 4" 6' 4" O N m X 4" 1 1 21 �' .a' �(�Iy [�4 Q GAS R LACE I p ° G WJ OUT COMB. AIR t ;A ` ` R./l•- • 5/8" STUCCO ON,r,12" x W COW- COLRYP. 3 PLACES)SEE lei ENGrtL PLANS TEMP, BY OTHH25 .,------ ------------------ POOL WALL E(:iU 104 F MIL ROOM 1 I F TILE I 1 I w.l.c. I I 1-. . O too N TILE t 1 t I 4 1 I I z �rX7 I 1 '�iC M� n a• " COVERED ' Nv 's i�ORcl-I - _______ ------- ____ ____________ I N f I _ ATOR 1 ' 10'8" CLG. NT, I I iv (5/8" STUCCO ON i 5' O° i 7 8° Van 18" 2 on '07 I 1 P.B. METAL LATH) I ' 3.0. TILE I I 4' S" 6' 4" B' II"i L V7 11" t z 10 ----- 2'' ------ 1 I �V7�llA V 1 Q o Q w POOL II'0-- F,F� , I °O Q i F ER 128Kt] ( `.` COFF132 CL'G, low TO » , " ; i D i /, C RO TILE (C 1 1 I I 1 3 J i 'Cs. 10'8° i0 11'$' 31O"; TILE II" 14 3'O" • -------- - - - - -- - - -- 2 On TYP. ----------- ------------------ I I- J -^/� ` 1 L, E OF WALL BELOW- — - a'4" FIN. I P � �p I I 1 {I, " . O F.F. I � j 41 tt9O)( � -, IAJ I ' 1 '�'"'° `Ym � 4 © _ -----------I ia a, J Jim� _ �, ���■ �I�I � ;I ., iC , i/ ' ICI -� � — �� Ili l�l PORCHICI -Wan STUCCO ON - TLE ICI I h a U Utlg S U U-� QwoP$�0�9 r42 Z4i Sao Z W= Ol 9 O R o no <� a. aOLL' V>El 0 UEa E0�0�3�><a DATE : 031/21/19 D1RAWNBY : p" M MC >o» : 2' 0" 40' 6' A =- CwE, 2' 4%" x 4' II%' H, T• CwIS 74%"x4'llW 4 ._______________ ____________________ W.I.C. 4BY. O 74" CU.G. HT, Q • — SUITE CCC� SW TO V44 SEPERATE O doom rrL MOM '///.� �' � �� �� �utru:r:r nr:ur:uu,uu:ru:r:ru:r:nr:rtuu•Ir:ttr:tr:trr:r:ra:ur; • JJJ��� I 1 J4. 6' 411 1 I 1 ♦ ♦ O M Vol STUCCO ON W" x I6" CONC. 1/2 COL � a d � mCIS a x a Y 7 v waft STUCCO ON m 12" x 12" CONC. V2 Ca- MEE— ENGX PLANS BY 'OTHERS' 4 STUCCO METAL L 23 6' 2° 29'11" FN. FL 7 6" 4' B' 1" )ROOM *3 � /Df+► I f 9'4�C 6HT LI � 4" v u sle STUCC c ON 12" x IS" CC NC. COL ( YP. OF 3 PLACES) SEE ENGIR PLANS 'OTAN `9 I 0 ON. 0 BEDROOM 02 s .LG HT. n WOOD 12-X20 t (111-c'-�w` 7 S" '° SW CLLCs HT• TILS VTR z 4+e x w If 17n62 4*- x 4 IIJb" 7 4%' x 7 11 15/16• CLIG O CwIs O CUTS Q 16_2" g g" I 14' 10 61 9. 43' 6" 21 EM RISERS • -LIS' . Wr RAILING 2'10" ASV. EDGE OF M Is NOSNG TTP. 3 - 2 x 12 STRINGERS (2) -L19° RISERS • !U 10' TREAD • 24-W la 5 Y1 — ------------------------------------------------------ I 1 1 I I 1 1 1 1 i 1 1 1 1 ------------------------------------ I 1 1 1 1 1 I 1 1 I 1 1 1 1 1 r — 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I 1 1 POOL m1 � 1 1 1 1 II' BELOW1 1 1 1 1 1 1 1 1 1 11 I 1 1 1 1 1 1 1 1 1 I 11 1 1 1 I 1 I 11 1 1 11 1 1 1 1 1 1 1 1 S1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 1 I 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 , 1 1 1 1 I 1 , --------------------------- 1 1 1 1 . 1 , !___-_ - - 1 . , 1 �-----------! 1 1 I 1 .------------------------ 1 . , 1 1 1 1 -, I 1 , , 1 1 1 ------------ I 1 1 1 1 I 1 I , 1 I I 1 I I 1 ---- DATE 0312VIS DBAMN BY : P• v c CBECKED MG BB�i,S[ONS I I I cji EB01 EB01 EB01 EB01 EB01 EB01 cji & 0 w W I SINGLE LEDGERS BY BUILDER. SINGLE LEDGERS BY BUILDER. VERIFY TRUSS CONDITION!!! CRICKET BY BLDR. r i 2X I! 1. @ 21011 ;'' � .... -... _._ v..-.-.-,- O f�\ 4 21011 21 Otl nl L ^I OII OII 21 0" 21 01) 21 011 L I II 0 U 201011 Truss Load Alert Box * NOTE: ALL l RUSS TO WALL AND/OR 'TRUSS TO Truss I.D. LEDGER CONNECTIONS BY BUILDER 9 0 Gravity (> 5,000#) / Uplift (> - 1,000#)'I (UNLESS NOTED OTHERWISE) € Horizontal (> 350#) * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) a 9 o e Cu * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a TRUSS I.D. AND TRUSS LOCATION ONLY. s o THE BUILDING DESIGNER IS RESPONSIBLE FOR THE a ~ NOTE: ALL TRUSS TO LEDGER STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. > _ CONNECTIONS ARE BY BUILDER REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS s 1 FDR GRAVITY AND uPUFT LOADS. a T„ FOR BRACING & ERECTION DETAILS REFER O d s i TO BCSI-03 AND/OR ENGINEER OF RECORD > HATCH LEGEND- ... ......... ... ._ , O Q _.. o s . l { I 22'0" WALL HEIGHT -�-1 ° REPRESENTS THE LEFT SIDE OF '`'^�.,! = c EACH TRUSS DRAWING Wo j= 333' WALL HEIGHT ( NOTE: REFER TO USP CONNECTOR CATALOG C> FOR INSTALLATION DETAILS) s z ds A JUS24 ; H THD46 Q� _ = 3513" WALL HEIGHT d t ; B JUS26 MSH422- = DBL. 2X8 LEDGER, TOP @ 33'10-1/2l = E O C G� THD26 Mus26 ) - - - — DTHD28 --_ T%�___ E. a o E `c =12" COFFER CEILING <EF� THD26-2 THD28-2 G ; JUS46 / P V ` C HBB'I HANGER BY BUILDER /BBB) BEAM BY BUILDER _ * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON 5 tE TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s d STRAP (BY OTHERS) UNLESS NOTED OTHERWISE .3 0 (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) _ s= aN LOADWG ROOF FLOOR WIND LOAD m _ m a s d c T N a LIVE LOAD 30 ASCE 7-10 e E 00 e r c�i DEAD LOAD 15 180 MPH EXP D c �� O ff m r LIVE LOAD 1.0* CATEGORY II a 9 c' 00 m d vl m v DEAD LOAD 10 ENCLOSED e o m�so o EJ TOTAL LOAD 55 FBC - 2017 m a z DURATION FACTOR 1.25 TPI - 2014 a - BY REMARKS O 3 c VERIFY END DETA1IL ff � C O i O 9 O v m G t m o 'E _ w - c 4 o m s It Is understood that above = .5 0 m g conditions have been reviewed [_] APPROVED & are acceptable for the _ 'd fabrication at trusses, 1_]APPROVED AS NOTED elevations, pitches, overhangs, _ = 9 C 1-3 J fascias,ceiling Y REVISE AND RESUBMIT s = �1 - elevations/pitches, bearing u n REJECTED conditions & all detail pertaining d CJ3-3 to this truss placement plan. No ❑ back charges will be accepted without previous written DATE e o 0 CJ5-3 approval from an A-1 Roof o a s Trusses representative. REVIEWED BY a.= d PLAN DATE ARCH: 03/21/18 SSTRUCT: N/A .� 6 e E J7-3 e W CUSTOMER COASTAL CONSTRUCTION & DESIGN J7-3El a m LH JOB NAME LANDERS RESIDENCE = d a 3 o E J7-3 .E 9 w o 0 0 L � OPTION(S) J7-3 comMNTY 1= o 5' 11/2" 1' 101/ 4582 OCEAN DR, a a. / LOT # to '^ d y J73 �sde ` CITY JENSEN BEACH = 9 d 71011 COUNTY ST. LUCIE O y L = CJ5-3 - c BLDG BLDG _ TYPE _ # a o = CJ3-3 JOB # 72005 MASTER PAGE 1 of 2 CJ1-3 DRAWN SCALE , — m — �T�j m cn fYf Qg��gT DATE MAY3 2018 e..--" GIEN,g" ' II =°d;0 A N.T.S. ,-_•... I= c = e �4° �y +" 1, 0 D191talIy slgnBb ky AnthonyT Tombc III .......... -- --- ---� ---. .... � l SQd>@ I ' 8 {'�'t�lhony Torrib4@WWFj}fr�`arin9.net. Al` •, n TO 1 0 111 C(1;.AmeDyT Tembo hDle_ F le File COp�, < = a LLC;,,L=Ft. 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AND TRUSS LOCATION ONLY. d _ THE BUILDING DESIGNER IS RESPONSIBLE FOR THE NOTE: ALL TRUSS TO LEDGER STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. e e s t w E e REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS CONNECTIONS ARE BY BUILDER FOR GRAVITY AND UPLIFT LOADS. N e q V e 6 = ei •o v_ L] e FOR BRACING & ERECTION DETAILS REFER M d ' _ „ c s TO BCSI-03 AND/OR ENGINEER OF RECORD e = a ` HATCH LEGEND = 22'0" WALL HEIGHT '� REPRESENTS THE LEFT SIDE OF ^ = d =' s a w EACH TRUSS DRAWING = 33 3 WALL HEIGHT = d d e E e d i n (NOTE: REFER TO USP CONNECTOR CATALOG C e •& s e a 3 FOR INSTALLATION' DETAILS) Q � 0 3 e o ,; •N � q U JUS24 U THD46 QQ --- e d d a = 355" WALL HEIGHT e _ 'a � JUS26 � MSH422 � - = d ¢ a u e N 9 L THD26 C' MUS26 U - = c d = d - = DBL. 2X8 LEDGER, TOP @ 3310-1/2' ' E q (� THD28 J e E s o r =12'' COFFER CEILING OE THD26 2 - �u� - - - o = e L a o E d v F THD28-2El " s 2 JUS46 jHBB HANGER BY BUILDER BBB BEAM BY BUILDER d = d q = * NOTE: UPLIFT CONNECTIONSFOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE .� �w •3 a e e = W � N (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LE o 9 a o s o LOADING ROOF FLOOR WIND LOAD e a A., 0 LIVE LOAD 30 ASCE 7-10 __ E = IL cr q F d C e== 0o ~ 5 DEAD LOAD 15 180 MPH EXP D"= v d e d p = = e 0 LIVE LOAD 10* CATEGORY 11 0 = = a d m y DEAD LOAD 10 ENCLOSED TOTAL LOAD 55 FBC-2017 E e s o'rn _ 5 DURATION FACTOR 1.25 TPI - 2014 Z E o - g T• C C REV DATE BY REMARKS d q = s - �r �9 =o dL �= d2 d Cl q d ._ •__ d O C d 6 e L q N r d It is understood that above = ❑ = q a conditions have been reviewed ❑ APPROVED _ "' e a = _ o = _ .c & are acceptable for the 's d d i; 3 d o APPROVED AS NOTED a E d e s fabrication at trusses, e elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing - d a ❑ REJECTED conditions & all detail pertaining _ = w t 9 w ❑ e s to this truss placement plan. 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