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Home My WebLink AboutBUILDING PLAN PAGE 16-30i CFCTICIAI I f1C11CWG`. FACT (ml AAAIAI HCII ICF CROSS SECTION @ MAIN HOUSE LOOKING NORTH SCALE: 3/16" = V-0" HOOS ARCHITECTURE 6220 N. HIGHWAY AtA VERO BEACH, FL32963 PHONE: 772-494-6785 M 2eao2s22 w Q � Za('O wQLJL W LLJ ry w _W J Z n m (D or (DO W n T N a co 14 Z O W w m c O W w LU Ix Ia. a z� DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER A304 SECTION @ COURTYARD LOOKING EAST SCALE: 3/16" = V-0" SECTION @Master Hall iiffrg w I— 0 Lu l I- 0 N a o0 0 N M Z O W a) > cf) w Z O W W W w a 0— DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER SCALE: 3/16" = V-0" CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 5/8" EXT. GRADE PLYWOOD ICYNENE INSULATION W/ FIRE RETARDANT COATING (TYP @ ALL ATTIC LOCATIONS) 1"COPPER DRIP EDGE CONTINUOUS (TYP) ON PDT FASCIA TYVEK VAPOR BARRIER ON 1/2" CDX SHEATHING ALUMINUM WINDOW IMPACT RATED (TYP) CEMENT TILE, MITERED CORNER, ROOF ON PEELAND STICK MEMBRANE ON 5/8" EXT. GRADE PLYWOOD ICYNENE INSULATION W/ FIRE RETARDANT COATING (TYP @ ALL ATTIC LOCATIONS) T.O. WALL 1" COPPER DRIP EDGE CONTINUOUS (TYP) ON PTD FASCIA STEEL BEAM ALUMINUM WINDOW IMPACT RATED (TYP) CORE SLAB SMOOTH STEEL TROWELED STUCCO FINISH STEELTUBE STEELTUBE ALUMINUM DOOR IMPACT RATED (TYP) LINEAR SLOT VENT 12 7 PAVERS ON CONCRETE SLAB —� STONE FLOOR FINISH P ON CO SLAB IL 7 6 12 CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH ICYNENE INSULATION W/ FIRE RETARDANT COATING WOOD FLOOR FINISH ON 3/4" PLYWOOD ON FLOOR TRUSSES CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH R-4.1 FI-FOIL INSUL. BTWN FURRIN AND G.W.B. (TYP @ ALL EXT. PERIMETER WALLS) 1/2" G.W.B. ON 1x3 P.T. FURRING C O.C. (TYP) SHIM LEVELAS REQ'D ILE, MITERED CC >EELAND STICK T. GRADE PLYW VSULATION W/ FIRE IT COATING -ATTIC LOCATIONS'. t DRIP EDGE 'TD FASCIA WINDOW TED (TYP) )W CORE SLAB ITEEL TROWELED INISH u BEAM DOOR TED (TYP) J CONCRETE SLAB 1T. SLAB SEE STRUCTURAL FOR FOUNDATION L SECTION @ENTRY SCALE:1/2" = 11-0" HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26002522 0) UQM wQu- W LL LLB W J Z a- m Q0 o O W H LU tY ^ N a 00 O N CO Z O W Cn U U) LU Z O w W W Q� D C DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER A401 HOOD ARCHITECTUF 6220 N. HIGHWAY VERO BEACH. FL 3 CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH STONE ON WALL @ FIREPLACE WOOD FLOOR FINISH ON 314" PLYWOOD ON FLOOR TRUSSES FIBERGLASS BATT INSULATION (TYP @ ALL FLOOR TRUSSES) TV (EXACT SIZE TBD) MOVABLE ART WORK 3/4" REVEAL STONE ON CEMENT BOARD STONE ON CONCRETE SLAB STONE FLOOR FINISH ON CONC. SLAB CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 518" EXT. GRADE PLYWOOD ICYNENE INSULATION W/ FIRE RETARDANT COATING (TYP @ ALLATTIC LOCATIONS) T.O. WALL T.O. HOLLOW CORE SLAB T.O. STRUCT. SLAB WALL SECTION@ FIREPLACE GREAT ROOM SCALE:1/2" = V-0" CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 5/8" EXT. GRADE PLYWOOD OF ROOF ICYNEE INSULATION W/ FIRE R TARDANT COATING (TYP @ ALL ATTIC LOCATIONS) 1" COPr.ER DRIP EDGE CONTINUOUS (TYP) ON PT I FASCIA STONE ALUM.SUNSCREEN W/ 3x8" BEAM AND 20" RAFTER ALUMINUM DOOR IMPACT RATED (TYP) ON CONCRETE SECTION @ MASTER BEDROOM SCALE:1/2" = V-0" PHONE: 772-494-6 M 26002522 Z DATE: 12-21-2C JOB NO. 1 SHEET NUMB 440� File Copy CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH R-4.1 FI-FOIL INSUL. BTWN FURRING AND G.W.B. (TYP @ ALL E)CT. PERIMETER WALLS) 1/2" G.W.B. ON 9x3 P.T. FURRING @ 16" O.C. (TYP) SHIM LEVEL AS REQ'D WOOD FLOOR FINISH ON 3/4" PLYWOOD ON FLOOR TRUSSES CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH FIBERGLASS BATT INSULATION (TYP @ ALL FLOOR TRUSSES) STONE FLOOR FINISH ON CONC. SLAB P ° P 'p 6' P 0 P CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 5/8" EXT. GRADE PLYWOOD ICYNENE INSULATION W/ FIRE RETARDANT COATING (TYP @ALL ATTIC LOCATIONS) " COPPER DRIP EDGE :ONTIN000S TYP. T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH ALUMINUM WINDOW IMPACT RATED (TYP) ALUMINUM HANDRAIL AND POSTS WITH GLASS PANELS (MIN 36" A.F.F) DECK FLOOR +12'-111/2" _ T.O. TOPPING SLAB CONCRETE SLAB T.O. HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 A 2MUS22 LU c) Q M w Q cn=w I_I_ = LL w w J Z 0- coo C-q LL W r N W In 2 C Z O w LU a z� DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER WALL SECTION@ ROOF TERRACE SCALE:1/2" = 1'-0" WALL SECTION@ ROOF TERRACE SCALE:1/2" = T-0" A403 12 CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 5/8" EXT. GRADE PLYWOOD 1' COPPER DRIP EDGE CONTINUOUS (TYP) ON PTO FASCIA TYVEK VAPOR BARRIER ON 1/2" CDX SHEATHING ALUMINUM WINDOW IMPACT RATED (TYP) CEMENT TILE, MITERED CORNER, ROOF ON PEEL AND STICK MEMBRANE ON 5/W EXT. GRADE PLYWOOD ICYNENE INSULATION W/ FIRE RETARDANT COATING (TYP @ALL ATTIC LOCATIONS) Lol STONE SEE STRUCTURAL FOR FOUNDATION HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M26002522 ® HOOS ARCHITECTURE. INC wQcy) UQM wQ C LL� cn=Lu w w J Z n Q o H 00 O w 0 w N a N Z O w y ai > N x O W W w o' a- d DATE:12-21-2017 1 JOB NO. 1702 SHEET NUMBER WALL SECTION@ GREAT ROOM SCALE:1/2" = 1'-0" WALL SECTION@ GROUND FLOOR STAIR SCALE:1/2" = 1'-0" File A404 PY CEMENT TILE, MITERED CORNER, 12 CLG FINISH ON 1x3 FURRING SEE REFLECTED CLG PLAN FOR FINISH WOOD FLOOR FINISH ON 3/4" PLYWOOD ON FLOOR TRUSSES CLG FINISH ON 1x3 =URRING SEE REFLECTED CLG DLAN FOR FINISH :IBERGLASS BATT INSULATION (TYP @ ALL =LOOR TRUSSES) t-4.1 FI-FOIL INSUL. BTWN =URRING AND G.W.B. (TYP �P ALL EXT. PERIMETER VALLS) I/2" G.W.B. ON 1x3 P.T. URRING @ 16" O.C. (TYP) 'HIM LEVEL AS REQ'D TONE FLOOR INISH ON CONC. LAB HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 A 26002522 J. U (� M 0 : LL co I W U W _W -j Z o Qoo~ m(oQ to ILL. H �yLW�// � N a P W ) I c Z O W w 0� a z� DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER WALL SECTION@ ENTRY 02 SCALE:1/2" = 1'-0" WALL SECTION@ EXERCISE ROOM SCALE:1/2" = 1'-0" A405 6'-2" VERIFY DIM. IN FIELD D 6'-2" VERIFY IN FIELD J 1.9 il +/_ 14'-2" VERIFY IN FIELD u u L 7 e u 0 t M A m =t- 6'-0" i i i i UFD(ED FIXED A Tt- to-o vamir r umt. IN rtMw u i i > > L F E +/-13'-6" VERIFY IN FIELD + N ' 3-1� W J +/- T-T VERIFY DIM. IN FIELD 16'-0" X B F +/- 15'VERIFY IN FIELD K 5'-0" +/- 14'4" VERIFY DIM. IN FIELD I i I � I w U I LL I z I I s 0 I u u I > I I � I F i I i D , t S Y C +/_ 13'-6" VERIFY IN FIELD G +/- 6'5" VERIFY IN FIELD L -T + z DOOR SCHEDULE ) BASILE RESIDENCE NUMBER TYPE SYSTEM W HT Custom THK NOTES 01 A ALUM. CLAD (EXTERIOR) 6'-0" 10'-0" (A.F.F) 0'-1 1/2' WITH FIXED SIDELIGHTS I IMPACT RATED W/D SWITCHABLE GLASS 1 V.I.F. 02 B ALUM. CLAD (EXTERIOR) 3'-0" 1T-0" (A.F.F) 0'-1 3/4" IMPACT RATED 03 C ALUM. SLIDING (EXTERIOR) 14'-4" 10'-0" (A.F.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 04 C ALUM. SLIDING (EXTERIOR) 14'-4" 10'-0' (A.F.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 05 B ALUM. CLAD (EXTERIOR) T-0" I"' (A.F.F) 0'-1 3/4" IMPACT RATED 06 D ALUM. CLAD (EXTERIOR) 6'-2" 10'-0- (A.F.F) 0'-1 314' IMPACT RATED 07 D ALUM. CLAD (EXTERIOR) 6'-2" 10'-0" (A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 08 E ALUM. BI-FOLD (EXTERIOR) 13'-8" 10'-0" (A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 09 E ALUM. BI-FOLD (EXTERIOR) 13'-8" 10'-0" (A.F.F) V-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 10 B ALUM. CLAD (EXTERIOR) T-0" 10'-0" (A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 11 F MDF T-8" 10'-0' (A.F.F) 0'-1 314" 12 G ALUM. BI-FOLD (EXTERIOR) 13'-8" 10'-0" (A.F.F) U-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 13 H ALUM. BI-FOLD (EXTERIOR) V-2" 10'-0' (A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 14 B ALUM. CLAD (EXTERIOR) T-W 10'-0" (A.F.F) V-1 3/4" IMPACT RATED 15 B ALUM. CLAD (EXTERIOR) 3'-0" 10'-0' (A.F.F) 0'-1 3/4" IMPACT RATED 16 B ALUM. CLAD (EXTERIOR) T-0" 10'-0" (A.F.F) 0'-1 314" IMPACT RATED 17 J ALUM. GARAGE OVERHEAD W /CONTROL 20'-0" 10'-0" (A.F.F) 0'-1 1/4" IMPACT RATED I W/ GLASS IMPACT RATED 18 J ALUM. GARAGE OVERHEAD W /CONTROL 20'-0" 1V-0" (A.F.F) 0'-1 1/4" IMPACT RATED I W/ GLASS IMPACT RATED 19 K ALUM. SLIDING (EXTERIOR) 15'-0" 10'-0" (A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM.. IN FIELD 20 K ALUM. SLIDING (EXTERIOR) 15'.0" 10'-T (A.F.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 21 L ALUM. SLIDING (EXTERIOR) 6'-2" V-O"( A.F.F) 0'-1 3/4" IMPACT RATED I VERIFY DIM. IN FIELD 22 M ALUM. SLIDING (EXTERIOR) 14'-2" 8'-0"( A.F.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 23 N ALUM. SLIDING (EXTERIOR) 13'-6" 8'-0"( A.F.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD I TO MATCH DOOR n.12 24 z ALUM. CLAD (EXTERIOR) T-O" 8'-0"( A.F.F) 0'-1 3/4" IMPACT RATED 25 z ALUM. CLAD (EXTERIOR) T-0" 8'-0'(A.F.F) 0'-1 3/4' IMPACT RATED 26 L ALUM. SLIDING (EXTERIOR) 6'-2" 8'-0"(AY.F) 0'-1 314" IMPACT RATED I VERIFY DIM. IN FIELD 27 MDF SINGLE POCKET DOOR T-0" 10'-0"( A.F.F) 0'-1 314" 28 F MDF 2'-8" 8'-0"(A.F.F) 0'-1 3/4" 29 F MDF 2'-8" 8'-0" A.F.F) 0'-1 314" 30 R SOLID WOOD T-0" 10'-0" (A.F.F) 0'-1 314" WITH SELF CLOSING DEVICE 31 S MDF DOUBLE POCKET DOOR 5'-0" 8'-0"( A.F.F) 0'-1 Te 32 T MDF SINGLE POCKET DOOR T-8" 8'-0"( A.F.F) 0'-1 314" 33 U MDF SINGLE POCKET DOOR Z-W 8'-0"( A.F.F) 0'-1 3/4" 34 V MDF SINGLE POCKET DOOR 2'-4" 8'-0"( A.F.F) 0'-1 3/4" 35 U MDF SINGLE POCKET DOOR 2'-8" 8'-0"( A.F.F) 0'-1 3/4" 36 F MDF 2'-8" 8'-0"( A.F.F) 0'-1 3/4" 37 F MDF 2'-8' 8'-0"(A.F.F) 0'-13/4" 38 F MDF 2'-8" 8'-0"( A.F.F) V-1 314" 39 F MDF 2'-8" 8'-0"( A.F.F) 0'-1 3/4" 40 U MDF SINGLE POCKET DOOR 2'-8" 8'-0"( A.F.F) 0'-1 314" 41 F MDF 2'-8" 8'-0"(A.F.F) 0'-13/4" 42 W MDF SINGLE POCKET DOOR T-11 1/4" 10'-W (A.F.F) 0'-1 3/4' TO MATCH HALL CLEAR DIMENSION 43 F MDF 2'-8" 8'-0'(A.F.F) (Y-1 3/4" 44 U MDF SINGLE POCKET DOOR 2'-6" 8'-O"( A.F.F) 0'-1 3/4" 45 U MDF SINGLE POCKET DOOR T-8" 8'-0"(A.F.F) 0'-1 314" 46 U MDF SINGLE POCKET DOOR 2'-8" 8'-O'(A.F.F) 0'-1 314" 47 U MDF SINGLE POCKET DOOR 7-8" 6'-O"( A.F.F) 0'-1 3/4" 48 F MDF 2'-8" 8'-0"( A.F.F) U-1 3/4" 49 F MDF 2'-8" 8'-O'(A.F.F) 0'-1 314" 50 U MDF SINGLE POCKET DOOR 7-8" 8'-0'( A.F.F) 0'-1 3/4" 51 F MDF 2'-8" 8'-0"( A.F.F) 0'-1 3/4" 52 F MDF 2'-8" 8'-0"( A.F.F) 0'-1 3/4" 53 U MDF SINGLE POCKET DOOR 2'-8" 8'-0"(A.F.F) 0'-1 314" 54 Y TEMPERED GLASS 2'-4" 7'-0" (A.F.F) O'-1/2" 55 Y TEMPERED GLASS 2'-4" T-0" (A.F.F) V-1/2" 56 Y TEMPERED GLASS 2'-4" 7'-O" (A.F.F) V-1/2" 57 Y TEMPERED GLASS 2'-4' 7'-0" (A.F.F) 0'-1/2" 58 Y TEMPERED GLASS 2'-4" T-0" (A.F.F) 0'-1/2' 59 Y TEMPERED GLASS 2'-0" T-0" (A.F.F) T-1/2" 60 Y TEMPERED GLASS 2'-4" 7'-0" (A.F.F) 0'-1/2" 61 1 X ALUM. 16'-0" I'-0"(A.F.F) 0'-13/4" ENTRY GATE HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772494-6785 M 2e00= ® HOOS ARCHITECTURE. INC O) w Q UQM w Q-i C0 = Nw L.t_ — cjL w w_ J Z 0- m C0 o CO O 1 � t` N a 00 N v Z O w N V) > m LLI O w LU w o a- D_ DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER A500 T A HL_= F 3,,0,E VERIFY DIM. IN FIELD 0 v +/- 11'-8" VERIFY DIM, IN FIELD U R MH B 1T-9 1/2" VERIFY DIM. IN FIELD C� +/- 3'-0" VERIFY DIM. IN FIELD 0 L1 +/- 5'-2„ VERIFY DIM. IN FIELD V O +)_ 10'-2" VERIFY DIM. IN FIELD H +!- T-0" VERIFYDILD W M —0 U +/- 3, O" VERIFY DIM. IN FIELD. 9 +/- 4,_6„ VERIFY DIM. INFIELD I I Y N + L +)- T-0" VERIFY DIM. IN FIELD J1 +/- 2'-4 3/4" VERIFY. DIM. IN FIELD LJ 2 8" Y1 E1 +/- T-4" VERIFY IN FIELD io I i i V S VERIFY DIM. IN FIELD Z WINDOW SCHEDULE I BASILE RESIDENCE TYPE SIZE SYSTEM MATERIAL NOTES WIDTH HEIGHT A 2'-8" 10'-0" -- ALUM. CLAD WOOD FIXED B 3'-8" 7'-0" — ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD C 2'-8" 8'-0" -- ALUM. CLAD WOOD FIXED D T-0" 6'-6" -- ALUM. CLAD WOOD CASEMENT I VERIFY DIM. IN FIELD E T-0" 10'-01, -- ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD E1 3'-0" 7'-0" — ALUM. CLAD WOOD FIXED FIXED F 3'-8" 5'4' -- ALUM. CLAD WOOD G 13'-9 1/2" 8'-0" — ALUM. CLAD WOOD FIXED 1 TO MATCH DOOR BELOW n.08I VERIFY DIM. IN FIELD H 10'-4" 8141 ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD J 3'-0" 8'-0" — ALUM. CLAD WOOD FIXED 1 VERIFY DIM. IN FIELD 11 3'-0" 8'-0" -- ALUM. CLAD WOOD CASEMENT I VERIFY DIM. IN FIELD K 3'-3 3/4" 6'-6" -- ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD L T-3/32" 4'4' — ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD L 3'-3/32" 4'4" -- ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD , L T-3/32" 4'-0" -- ALUM. CLAD WOOD ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD L1 T-3/32" 4'-0" — CASEMENT I VERIFY DIM. IN FIELD L1 T-3/32" 4'-0" -- ALUM. CLAD WOOD CASEMENT I VERIFY DIM. IN FIELD M 3'-2" 8'-0" -- ALUM. CLAD WOOD FIXED I VERIFY DIM. INFIELD N 4'-6" 10'-0" ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD R 2'-4 3/4" 6'-6" -- ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD S T-0" 8'-0" -- ALUM. CLAD WOOD FIXED T 4'-0" 10'-01. -- ALUM. CLAD WOOD FIXED U 11'-8" 8'-01. -- ALUM. CLAD WOOD FIXED I TO MATCH DOOR BELOW n.01 I VERIFY DIM. IN FIELD V 5'-2" 8'-0" -- ALUM. CLAD WOOD FIXED I VERIFY DIM. IN FIELD W T-0" 5'-0" -- ALUM. CLAD WOOD FIXED Y T-8" T-0" — ALUM. CLAD WOOD FIXED Y1 2'-8" T-0" -- ALUM. CLAD WOOD CASEMENT Z 5'-0" 10'-01. -- ALUM. CLAD WOOD FIXED I TO MATCH HALL DIM. I VERIFY DIM. IN FIELD HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26002522 pF CO. s J 9 �pMA. o 0179 • G`��i RE...... m C) Z w < �C) T� 1 �W// = LL w w J Z CL Qory ~ m(o0 W H � LU L11 r 0 N N _ N 00 0 N •1d- M Z O W c/) I x Z O I— H- z> 2 w W W w D_ a z� DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER 501 ..D... .. .D., ' NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL D pp DOCUMENTS P. D .. D D D D . D EXTERIOR DRYWALL - D - p MORTAR SET STONE D D - MITERED CUT STONE SET P.T. BUCKS IN SEALANT AND SEAL FACE AT CMU CORNER TO LIQUID W.P. MEMBRANCE HEAD FLASHING SEALANT & BACKER ROD ALUM. DOOR WITH FLANGE SET IN SEALANT. SEAL FLANGE EDGE AFTER INSTALLATION DOUBLE DOOR HEAD @ GREAT ROOM SCALE 3" = 1'-0" NOT USED RCAI FA' = 1'lY NOT USED SCALE .3" = V-0" NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS LINE OF BEAM ABOVE MORTAR SET STONE SET P.T. BUCKS IN SEALANT AND SEAL FACE AT CMU CORNER TO LIQUID W.P. MEMBRANCE HEAD FLASHING W ALUM. DOOR WITH FLANGE SET IN SEALANT. SEAL FLANGE EDGE AFTER INSTALLATION SEALANT & BACKER ROD ALUM, PROFILE 314" AZEK EXTERIOR DOUBLE DOOR JAMB LH @ GREAT ROOM SCALE 3" = V-0" D NOTE: ATTACH DOOR FRAME DD' p PER MAUNF. APPROVAL P - - DOCUMENTS p D D EXTERIOR SET P.T. BUCKS IN ^[� SEALANT AND SEAL FACE IL,-rlinnl AT CMU CORNER TO ® r� LIQUID W.P. MEMBRANCE HEAD FLASHING SEALANT & BACKER ROD 1 1/2" A/C SLOT SINGLE DOOR HEAD @ INDOOR / OUTDOOR ROOM / SCALE 3" = 1'-0" ALUM. DOOR WITH FLANGE SET IN SEALANT. SEAL FLANGE EDGE AFTER INSTALLATION NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS MORTAR SET STONE MITERED CUT STONE ALUM. SLIDING LASS DOOR WITH FLANGE SET IN SEALANT SEAL FLANGE EDGE AFTER INSTALLATION 10 SLIDING GLASS DOOR HEAD @ MAS I -ER BEDROOM SCALE 3' = V-0" DRYWALL POURED COLUMN -- — . _ LINE OF BEAM ABOVE SET P.T. BUCKS IN SEALANT AND SEAL FACE AT CMU CORNER TO LIQUID W.P. MEMBRANCE HEAD FLASHING ALUM. DOOR WITH FLANGE SET IN SEALANT. SEAL FLANGE EDGE AFTER INSTALLATION SEALANT & BACKER ROD MORTAR SET STONE EXTERIOR DOUBLE DOOR JAMB RH @ GREAT ROOM SCALE 3" = 1'-0" p p . p D. D . P �D P D., D p D. D D p. D' p p. p. D . D - - "D D P' p. D D NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS SET P.T. BUCKS IN SEALANT AND SEAL FACE AT CMU ALUM. DOOR WITH FLANGE SET IN SEALANT SEAL FLANGE EDGE AFTER INSTALLATION SEALANT & BACKER ROD LINE OF SILL BELOW SINGLE DOOR JAMB @ INDOOR / OUTDOOR ROOM SCALE 3" = 1'-O" p D . D NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS GYPSUM BOARD ALUM. SLIDING LASS DOOR WITH FLANGE SET IN SEALANT SEAL FLANGE EDGE AFTER INSTALLATION FULLY RECESS ALUM JAMB FRAME LUNE OF PRECAST SILL BELOW NATURAL STONE SLIDING GLASS DOOR JAMB @ MASTER BEDROOM SCALE 3" = V-0" SCALE 3" = 1'-0" $ SINGLE DOOR SILL @ GREAT ROOM SCALE 3" = 1'-0" NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS i RECESS SILL TOALIGHWITH INTERIOR FLOOR FINISH LINE OF STONE BEYOND I LINE OF POURED COLUMN I I ALUM. DOOR SET SILL IN SEALANT I I I SEALANT I SLOPE STONE PAVING 1/8" PER FOOT MORTAR SET PAVING EXTERIOR I I NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS — NATURAL STONE ALUM. SLIDING GLASS DOOR _ WITH FLANGE SET IN SEALANT SEAL FLANGE EDGE AFTER INSTALLATION SEALANT & BACKER ROD SLOPE STONE PAVING 1/8" PER FOOT MORTAR SET PAVING p.. F17 i D p WATERPROOF BLOCKOUT ALL SIDES D 12 SLIDING GLASS DOOM SILL @ MASTER BEDROOM SCALE 3" = 1'-0" HOOS ARCHITECTURE 6220 N. HIGHWAY AIA VERO BEACH, FL 32963 PHONE: 772-494-6785 M 2MO2522 LU O7 U Q M W LL = w LL w LU -� Z D_ Q cr O LL LU r a I LU D: T o (V a N Z 0 W W U) C 0 H _H DATE:12-21-2017 JOB NO. NO. 17022 SHEET NUMBER (A502 SMOOTH STEEL TROWLERED STUCCO POURED COLUMN v p D D D p D D. d 6 p. p p.. $. D. 3„. p. 9 COLUMN @ GREAT ROOM SCALE 3" = 1'-0" EXTERIOR LINE OF BEAM ABOVE ALUMINUM BI-FOLD DOOR. SEAL FLANGE EDGE AFTER INSTALLATION - ATTACH PER MANUFACTURER'S PRODUCT APPROVAL (TYPICAL) NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS D D D 2J RETRACTABLE SCREEN HOUSING D d TRIM REVEAL TO EQUAL AT D JAMB POURED COLUMN SMOOTH STEEL TROWLERED STUCCO COLUMN @ GREAT ROOM SCALE 3" = 1'-0" ALUMINUM BI-FOLD DOOR. SEAL FLANGE EDGE AFTER INSTALLATION - ATTACH PER MANUFACTURER'S PRODUCT APPROVAL (TYPICAL) LINE OF BEAM ABOVE SMOOTH STEEL TROWLERED STUCCO EXTERIOR EXTERIOR COLUMN @ GREAT ROOM SCALE 3" = 1'-0" COLUMN @ GREAT ROOM SCALE 3" = 1'-0" SMOOTH STEEL TROWLERED STUCCO POURED COLUMN LINE OF BEAM ABOVE ALUMINUM BI-FOLD DOOR. SEAL FLANGE EDGE AFTER INSTALLATION - ATTACH PER MANUFACTURER'S PRODUCT APPROVAL (TYPICAL) RETRACTABLE SCREEN HOUSING NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS 1 1/2" A/C SLOT BI-FOLD DOOR HEAD @ INDOOR/OUTDOOR ROOM SCALE 3" = V-0" SCALE 3" = 1'-0" ROOM RETRACTABLE SCREEN HOUSING RETRACTABLE SCREEN HOUSING NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS LINE OF STUCCO BEYOND LINE OF POURED COLUMN LINE OF SCREEN TRACK RECESS SILL TO ALIGN WITH INTERIOR FLOOR FINISH ALUMINUM CLAD BI-FOLD DOOR. SEAL FLANGE EDGE AFTER INSTALLATION - ATTACH PER MANUFACTURER'S PRODUCT APPROVAL (TYPICAL) SEALANT & BACKER ROD H OOS ARCHITECTURE 6220 N. HIGHWAY Al VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26002522 N OAS J. ti 9 1 9 0) W Qmt UQM W Q LL W2NW ry ll� W W Jzo cf)of- °0 m O LL. W F � W h o N a DD N a M Z O W U) U) Lu Z O g W LU LU � a a z� DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER jc6503 WINDOW HEAD I SCALE 3" = V-0" WEATHER RESISTANT BARRIER AZEK FURRING STRIPS ALUM. PROFILE WOOD PANEL @ EXTERIOR WALL (TYP) SCALE 3" = V-0" '+ 013/m4" v RAILING @ ROOF TERRACE SCALE 1 1/2" = V-0" NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS SEALANT & BACKER ROD ALUM. CLAD WINDOW 6x6x1/4 HSS COATED W/ COAL TAR EPDXY, TYP. ALIGN INSIDE FACE W/ FACE OF CMU 2x2 PAINTED ALUM. HANDRAIL 1"X 1" PAINTEDALUM. PICKET RAILING GLASS CONNECTORS 3/4" TEMPERED GLASS NOTE: ALL WELDS TO BE GROUND COMPLETELY SMOOTH & FLUSH AZEK STONE D D p D p WINDOW SILL I SCALE 3" = V-0" WINDOW SILL @ ALUMINUM COLUMN SCALE 3" = V-0" NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS 6x6x1/4 HSS COATED W/ COAL TAR EPDXY, TYP. ALIGN INSIDE FACE W/ FACE OF CMU ALUM. CLAD WINDOW SEALANT & BACKER ROD SMOOTH STEEL TROWLERED STUCCO 2x2 PAINTED ALUM. 1 HANDRAIL _ — — _ — — — — — — _ — _ a2n GLASS CONNECTORS 3/4" TEMPERED GLASS NOTE: ALL WELDS TO BE GROUND COMPLETELY SMOOTH & FLUSH N N 1"X 1" PAINTED ALUM. PICKET RAILING — GLASS CONNECTORS DECK D RAILING @ ROOF TERRACE SCALE 1 1/2" = V-0" WOOD PANEL HEAD @ EXTERIOR WALL (TYP) SCALE 3" = 1'-0" V P p D D D I D D - p. D ' p p: D- P P D p p' D p p. p . D D D p p. p' D, b p" p D WOOD PANEL SILL ( SCALE 3" = 1'-0" NOTE: ATTACH DOOR FRAME PER MAUNF. APPROVAL DOCUMENTS CONCRETE WALL ALUM. PROFILE SLOP SILL 1/2" SMOOTH STEEL TROWLERED STUCCO EXTERIOR WALL (TYP) 2x2 PAINTED ALUM. HANDRAIL 3/4" TEMPERED GLASS NOTE: ALL WELDS TO BE GROUND COMPLETELY SMOOTH & FLUSH 2"X 2" PAINTED STEEL PICKET RAILING 2" X 1/2" STEEL PROFILE FLOOR FINISH RAILING @ SECOND FLOOR (MAIN SCALE 1 1/2" = V-0" — — — — — — — — — — — — — — N 2x2 PAINTED ALUM. HANDRAIL �— 3/4" TEMPERED GLASS NOTE: ALL WELDS TO BE GROUND COMPLETELY SMOOTH & FLUSH CJ O N 2"X 2" PAINTED STEEL PICKET RAILING 2" X 112" STEEL PROFILE FLOOR FINISH D P is RAILING @ SECOND FLOOR (MAIN SCALE 1 1/2" = V-0" HOOS n onu mrnT, u�r W H � W n � 0 N a � 0 N t Z O W L7 cn 7 V) uj Z O W W W a a z� DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER v 1:A, 504 ALUMINUM RP" (36" SEE [ LINE OF FINISF GYPSUM BOAR[ WALL BEYONE NORTH STAIR ELEVATION / SECTION SCALE 1/2" = 1'-0" SOUTH STAIR ELEVATION 4LL BEYOND 4INUM RAILING \.F.F) 9 EQUAL TREADS. LOWER STAIR RUN TREADS TO EAST STAIR ELEVATION / SECTION SCALE 1/2" = V-0" LINE OF FINISH FLOOR ALUMINUM RAILING (36" A.F.F) LINE OF FINISH GYPSUM BOARD CEILING LINE OF LANDING STEELTUBE LINE OF LANDING BEYONE LINE OF FINISF GYPSUM BOARS WALL WEST STAIR ELEVATION LUMINUM RAILING 16" A.F.F) LINE OF LANDING BEYOND STEELTUBE LINE OF FINISH GYPSUM BOARD WALL ALUMINUM RAILING (36" A.F.F) LINE OF LANDING BEYOND STEELTUBE LINE OF FINISH GYPSUM BOARD WALL WEST STAIR ELEVATION / SECTION SCALE 1/2" = 1'-0" LINE OF STAIR _ ,_- T-51/2" 5' 2'-6" LANDING EQUAL TREADS. LOWER STAIR RUN SAME EQUAL TREADS TO MATCH UPPER TREADS INTO THE SLAB STAIRS PLAN - SECOND FLOOR RAILING PICKET HANDRAIL SHOWN FOR CLARITY LINE OF SLAB EAST STAIR ELEVATION SCALE 1/2" = V-0" LINE OF FINISH GYPSUM BOARD WALL STEELTUBE 1 JMINUM RAILING " A.F.F) IE OF LANDING YOND IE OF LANDING EEL TUBE NE OF FINISH YPSUM BOARD ALL RAILING PICKET HANDRAIL SHOWN FOR CLARITY TREADS @ 12" EA. W/ 2" NOSING 0 0 l u I I I I ------------------ P----T-----1-----r --r ---r ---T --7----r--� I I I I I I I I I I I I I I I I I I I I I I I I li 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 ------ --------------------1--_i �-- J---I----J --i -- I1 I I I IIr-- _JJ----------I—I-- I -- 77 6" 6" I I I I =I I I p l I I 0 I I I -._--- T____�----1----------7----T 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 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 II II 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 L----J----J—------�---'- --1 --, I I I I I I I I I NOTES NOTE: STAIRS TO CONFORM TO FBC 2014 SEC R311 AND R312 STAIRS PLAN - FIRST FLOOR H OOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 28002SU a unnc noruircrn ioc Iur os J. 1{p�s',: Q U Q M W Q u- — U) w LL LIJ w_ -J Z o 0000o �O W FZ W o a co M Z O W (f) cf) > cl) LILL Z O j 0l W W W � a a DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER 505 SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" SCALE 1/2" = V-0" 2"X1/2" ALUMINUM POSTS 3/4" TEMPERED GLASS 2"X1/2" ALUMINUM RAILING 5"SPHERE 10" WOOD STEPS STAIRAND RAILING @ MAIN SPACE SCALE 1 1/2" = 1'-0" INTERIOR WALL DETAIL i SCALE 1 1/2" = 1'-0" GLASS CONNECTORS STEELTUBE 1 SPIRAL STAIRAND RAILING @ SECOND FLOOR SCALE 1 1/2" = V-0" SPIRAL STAIR DETAIL SCALE 1 1/2" = 1'-0" 1 1/2" x 1/2" PAINTED ALUM. HANDRAIL (36"A.F,F) TEMPERED FROSTED GLASS WOOD STEPS STEEL LINE OF FINISH FLOOR @ OBSERVATION DECK LINE OF GYPSUM BOARD SPIRAL STAIR SECTION SCALE 1/2" = 1'-0" I I 7 UP II 7" HOLE \ \\ / I \ y/ Cb i 7" 1 1/2" 2'-4" 1 1/2" 2 SPIRAL STAIRS PLAN - SECOND FLOOR SCALE 112" = 1'-0" 3 506 LANDING @ OBSERVATION DECK ERED TED GLASS x 1/2" ED ALUM. RAIL (36" A.F.F) WOOD STEPS STEEL STRINGERS 1 1/2" x 1/2" PAINTED ALUM. HANDRAIL (36"A.F.F) LOCATION OF HANDRAIL @ SECOND FLOOR RAILING @ OBSERVATION DECK (36" A.F.F) LANDING @ OBSERVATION DECK HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 PA 2NO2522 •:ill — Q LIJrQr) z M LLIQLL (n = LIJ L.L LIJ w J Z a- Q o ry H m (D O L� W F- Q LU n o N N a m N � Z O W U) U) W Z O � � g W W W a a DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER SPIRAL STAIRS PLAN - THIRD FLOOR SCALE 1/2" = 1'-0" ,A506 STRUCTURAL DESIGN CRITERIA D-1 CODES: 2014 FLORIDA BUILDING CODE, BUILDING 2014 FLORIDA BUILDING CODE, RESIDENTIAL D-2 DESIGN SUPERIMPOSED DEAD LOADS: ROOF 30 PSF FLOOR 30 PSF DESIGN LIVE LOADS: ROOF 20 PSF GREEN ROOF 100 PSF UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH STORAGE 20 PSF FLOOR 40 PSF D-3 ULTIMATE DESIGN WIND SPEED, Vult: 161 MPH (3 SECOND GUST) NOMINAL DESIGN WIND SPEED, Vasd: 125 MPH (3 SECOND GUST) RISK CATEGORY: II WIND EXPOSURE CATEGORY: D MEAN ROOF HEIGHT, H: 30.0 FT(HOUSE), 15.0 FT(GARAGE) ROOF PITCH: 3:12 AND 7:12 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18 ASSUMPTIONS: A. BUILDING IS ASSUMED TO BE ENCLOSED AS DEFINED BY SECTION 1606.1.5 FBC B. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS, I.E. DOORS, WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING, AS SHOWN ON PLAN. C. ALL PRE -MANUFACTURED MAIN WIND FORCE RESISTING COMPONENTS, I.E. TRUSSES SHALL BE DESIGNED TO RESIST MAIN WIND FORCE RESISTING DESIGN FORCES, AS SPECIFIED ON PLAN AND SHALL BE IN AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS D. ALL GLAZING IS TO HAVE EITHER IMPACT RESISTANT GLAZING OR BE PROTECTED WITH AN IMPACT RESISTANT COVERING. 1. GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST 2. GLAZED OPENINGS LOCATED MORE THAN 30 FT ABOVE GRADE SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION D-4 SEISMIC: ZONE 0 D-5 FLOOD DESIGN DATA: ZONE 'X', VE-14 D-6 GEOTECHNICAL REPORT BASED ON REPORT PREPARED BY: KELLER, SCHLEICHER & MACWILLIAM ENGINEERING AND TESTING, INC., DATED: 12/29/2017, TITLED: "BASILE RESIDENCE, 6600 N. HIGHWAY A1A, FORT PIERCE, FLORIDA, KSM PROJECT#: 172665-b" D-7 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH REQUIREMENTS OF SECTION 3109 OF THE 2014 FLORIDA BUILDING CODE, BUILDING. GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.) G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. DEEP FOUNDATION DF-1 PILES SHALL BE CAST IN PLACE (AUGER) 16" DIA (SEE TYPICAL DETAIL) DF-2 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING SERVICE LOAD CAPACITIES: 71 KIPS COMPRESSION 32 KIPS UPLIFT 6 KIPS LATERAL DF-3 UNLESS OTHERWISE NOTED ON PLANS, CENTER ALL PILE CAPS UNDER RESPECTIVE COLUMNS AND ALL SINGLE PILES UNDER THEIR RESPECTIVE GRADE BEAMS. DF-4 INSTALL REINFORCEMENT WHILE GROUT IS STILL FLUID. PROVIDE 90' HOOK AND EXTEND PILE REINFORMCEMENT APPROXIMATELY 3" BELOW TOP OF PILE CAPS AND GRADE BEAMS. DF-5 CAST IN PLACE (AUGER) TYPE PILES SHALL BE CONSTRUCTED USING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER. DF-6 INSTALLATION OF THE AUGERCAST PILES SHALL BE CONTINUOUSLY INSPECTED BY A LICENSED ENGINEER OR QUALIFIED TESTING LABORATORY DF-7 PROVIDE 3" MIN COVER ON ALL PILE REINFORCEMENT. DF-8 CONTRACTOR TO REVIEW GEOTECHNICAL REPORT FOR CONSTRUCTION, LENGTH, INSPECTION, AND TESTING REQUIREMENTS FOR PILES. DF-9 GROUT MIX SHALL BE PROPORTIONED TO PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS AND A SLUMP OF 10"t1". MAXIMUM AGGREGATE SIZE #8 PEAROCK DF-10 THE GROUT MIX SHALL BE TESTED BY MAKING ONE SET OF CYLINDERS FOR EACH DAY DURING WHICH AUGERCAST PILES ARE PLACED. A SET OF CYLINDERS SHALL CONSIST OF TWO CYLINDERS TO BE TESTED AT 7 DAYS AND TWO CYLINDERS TO BE TESTED IN 28 DAYS. TEST CYLINDERS SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM D-109. SHALLOW FOUNDATIONS SF-1 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. SF-2 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY - 2". TOLERANCE FOR MISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. SF-3 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. SF-4 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. SF-5 EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ FOUNDATIONS WILL NOT BE PERMITTED. SF-6 REINFORCING SHALL BE SUPPORTED ON PRECUTS CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-LATEST EDITION. RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE 3000 PSI COLUMNS AND WALLS 5000 PSI** BEAMS AND SLABS 5000 PSI** PILECAPS 5000 PSI ALL OTHER CONCRETE 5000 PSI ** SEE NOTE RC-4 RC-4 ALL STRCUTURAL CONCRETE EXPOSED TO DIRECT MARINE AIR ENVIRONMENT ON MORE THAN TWO SIDES SHALL HAVE EITHER OF THE FOLLOWING a. 4.5 GAL/CY OF GRACE CONSTRUCTION PRODUCTS DCI-S CORROSION INHIBITOR ADMIXTURE. USE SUPERPLASTICIZER TO MAINTAIN WATER/CEMENT RATIO b. SIKA FERROGUARD 903 APPLIED 100 TO 150 SF/GAL TO EXPOSED CONCRETE SURFACES RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS RC-6 USE REGULAR WEIGHT CONCRETE. RC-7 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS & AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4"t1" ASTM #57 COLUMNS 5"t1" ASTM #57 BEAMS AND SLABS 5"ti" ASTM #57 PILECAPS 4"t1" ASTM #57 RC-8 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED) b) 5000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.40 MAXIMUM (NON -AIR ENTRAINED), 0.35 MAXIMUM (AIR ENTRAINED) RC-9 FLYAS H WHEN USED SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS RC-10 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE: a) INTENDED USAGE AND LOCATION FOR EACH TYPE b MIX DESIGN FOR EACH TYPE c CEMENT CONTENT IN POUNDS -PER -CUBIC YARD d COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD e) WATER CEMENT RATIO BY WEIGHT f) CEMENT TYPE AND MANUFACTURER g SLUMP RANGE In AIR CONTENT i ADMIXTURE TYPE AND MANUFACTURER j PERCENT ADMIXTURE BY WEIGHT k) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN 1) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR RC-11 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE RC-12 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. RC-13 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. RC-14 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. RC-15 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. RC-16 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION. RC-17 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 318 RC-18 ALL SLABS ON GRADE SHALL REINFORCED WITH: SYNTHETIC FIBER. FIBER LENGTHS SHALL BE 1/2" TO 2" AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. RC-19 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. RC-20 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. RC-21 PROVIDE THE FOLLOWING CONCRETE COVERAGES OVER REINFORCING: FOOTINGS / GRADE BEAMS: BOTTOM AND UNFORMED EDGES DIRECT CONTACT WITH SOIL 3" CLR. WITH VAPOR BARRIER 2" CLR. BEAMS & COLUMNS: INTERIOR 1 1/2" CLR. EXTERIOR 2" CLR. SLABS: INTERIOR 3/4" CLR. EXTERIOR 1 1/2" CLR. CONC. WALLS: AS NOTED BUT NO LESS THAN 1 1/2" CLR. SLABS ON GRADE: SINGLE MAT TOP 1/2 TO 1/3 OF THICKNESS RC-22 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. RC-23 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. RC-24 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. RC-25 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. RC-26 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC-27 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347. RC-29 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT. RC-30 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED FOOTING WIDTH IS INCREASED 1" IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. RC-31 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. RC-32 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. a) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN b LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER, MASONRY M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' (ACl/ASCE 530-02) AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530.1-02) EXCEPT AS AMENDED BELOW. M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. M-4 USE TYPE "M" MORTAR FOR ABOVE GRADE APPLICATIONS AND TYPE "S" MORTAR FOR BELOW GRADE APPLICATIONS. MORTAR SHALL CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION) M-5 MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE It. MINIMUM NET COMPRESSIVE UNIT STRENGTH OF 2000 PSI TO PROVIDE NET AREA COMPRESSIVE STRENGH OF MASONRY (Fm') OF 1500 PSI. M-6 COARSE GROUT SHALL CONFORM TO ASTM C476: a.) 2500 PSI AT 28 DAYS b.) 1/4" MAXIMUM AGGREGATE SIZE c.) 8" TO 11" SLUMP M-7 A REINFORCED CONCRETE TIE BEAM OR MASONRY TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. M-8 UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE EITHER a. 8"X16" CONCRETE TIE BEAM REINFORCED WITH (2) #5 TOP AND BOTTOM AND #3 STIRRUPS 0 18" OC b. (2) COURSES 8" MASONRY U-BLOCK REINFORCED WITH #5 EA COURSE FULLY GROUTED M-9 VERTICAL REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM 615 M-10 PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CELLS: A. AS SHOWN ON THE DRAWINGS B. MAXIMUM 32" OC C. AT ALL CORNERS AND INTERSECTIONS D. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS M-11 REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. LAP VERTICAL REINFORCEMENT ABOVE GRADE BEAM AND ABOVE EACH FLOOR UNLESS NOTED OTHERWISE. M-12 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. M-13 PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. M-14 PROVIDE HORIZONTAL WALL REINFORCEMENT 9 GA. LADDER TYPE (DUR-O-WALL OR EQUAL) IN BED JOINTS AT 16" O.C. MEASURED VERTICALLY. M-15 JOINT REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. M-16 AT INTERSECTING WALLS FIFTY PERCENT OF THE MASONRY SHALL BE LAID IN OVERLAPPING MASONRY BONDING PATTERN M-17 REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. M-18 GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" TYPE VIBRATOR. M-19 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0" OC MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER OR 1". CENTER BARS IN WALLS UNLESS NOTED OTHERWISE. M-20 ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. DRILL -IN BOLTS. SCREWS AND DOWELS DI-1 WEDGE BOLTS SHALL BE ITN RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL. DI-2 MASONRY AND CONCRETE SCREWS SHALL BE MANUFACTURED BY RAMSET/REDHEAD '7APCONS" OR APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. DI-3 ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SOLID EPDXY -BASED DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE CARTRIDGE AND EPDXY SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV AND V, GRADE 3, CLASS B AND C AND MUST DEVELOP A MINIMUM 10,560 PSI COMPRESSIVE YIELD STRENGTH AFTER 7-DAY CURE. DI-4 GROUTED ANCHORS SHALL BE SIMPSON EPDXY -TIE ADHESIVE SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. DI-5 DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A307) SHALL BE SET USING A TWO-PART EPDXY AS DESCRIBED ABOVE. STRUCTURAL STEEL S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION," NINTH EDITION AND THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION. S-2 ALL MISCELLANEOUS STEEL SHALL CONFORM TO A-36 WITH MINIMUM YIELD STRENGTH OF 36 KSL ALL STRUCTURAL STEEL TO CONFORM TO ASTM A572 GR 50 WITH A YIELD STRENGTH OF 50 KSL S-3 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4" DIAMETER ASTM A325 AND SHALL BE BEARING TYPE CONNECTIONS INCLUDING. SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL BOLTS SHALL BE NUG TIGHT UNLESS NOTED OTHERWISE. S-5 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE," LATEST EDITION. S-6 USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE. GRIND SMOOTH ALL EXPOSED WELDS. S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL. S-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE. S-11 HEADED STUD ANCHORS SHALL BE A36 AND MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE." S-12 SURFACE PREPARATION AND SHOP PAINTING OF ALL STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "CODE OF STANDARD PRACTICE "OF AISC. S-13 SHOP PAINT -METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: SEE ARCHITECT FOR PREFERRED COLOR. MANUFACTURER DESIGNATION PORTER NO. 296 MOBILE NO. 13F812 TINEMIC NO. 1009 AMERON NO. 5102 AMERCOAT S-14 SHOP PAINT ALL STEEL EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE, FIELD WELDED, OR COVERED WITH SPRAY -ON FIRE PROOFING. APPLY PAINT IN ACCORDANCE WITH SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING. APPLY PAINT IN SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM THICKNESS OF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS. S-15 CLEAN ALL FIELD WELDS AND PRIME AND PAINT AFTER INSPECTION, WOOD TRUSSES WT-1 THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "WOOD TRUSSES". WT-2 DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: APPLICABLE BUILDING CODE (SEE NOTE D-1). NFPA'S "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADED LUMBER AND ITS FASTENINGS." TRUSS PLATE INSTITUTE'S "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED ROOF TRUSSES." WT-3 WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 1986 EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-85", PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. WT-4 SIGNED AND SEALED SHOP DRAWINGS SHOWING TRUSS CONFIGURATION WITH MEMBER SIZES AND CONNECTIONS, TRUSS LAYOUT WITH PIECE MARKS, REQUIRED TRUSS TO TRUSS CONNECTIONS, DESIGN LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT COPIES TO THE BUILDING DEPARTMENT AT TIME OF PERMITTING. WT-5 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE LOADS. WT-6 MINIMUM DURATION OF LOAD FACTORS FLOOR DL+LL+WL 1.33 FLOOR DL+LL 1.25 ROOF DL+LL+WL 1.33 ROOF DL+LL 1.25 WT-7 NO WANE, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PLATES SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. WT-8 HANDLING, ERECTION AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH 'HANDLING AND ERECTING WOOD TRUSSES" (HIB-91) AND "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" BY THE TRUSS PLATE INSTITUTE, LATEST EDITIONS. WT-9 DEFLECTION LIMITATIONS: (UNLESS NOTED OTHERWISE) FLOOR LIVE LOAD = L/360 FLOOR TOTAL LOAD = L/240 ROOF LIVE LOAD = L/360 ROOF TOTAL LOAD = L/240 WT-10 SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. WT-11 WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c) ADJUSTMENTS TO ALLOWABLE VALUES (DURATION OF LOAD FACTORS, ETC. d) REACTIVE FORCES AND THEIR LOCATIONS. 0) BEARING TYPE AND MINIMUM BEARING LENGTH. f) DEFLECTIONS, SPAN AND REACTION. g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE AND LOCATION. h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. 1) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. j) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" TRUSSES. k) CONNECTION DETAILS: TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. 1) BRACING: NOTE MINIMUM REQUIREMENTS WT-12 WT-12 CONTINUOUS BOTTOM CHORD LATERAL BRACING IS REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10' LONG, WITH SIMPSON H2.5 AT EACH TRUSS. WY-13 TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. WT-14 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE, WOOD WD-1 ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, EDITION, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, 1991 EDITION, AND FLORIDA BUILDING CODE, CHAPTER 23. WD-2 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. WD-3 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WD-4 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. WD-5 ALL METAL WOOD CONNECTORS EXPOSED TO MARINE AIR ENVIRONMENT SHALL BE STAINLESS STEEL TYPE 316. ALL OTHER CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TYPE 316 MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUAL. WD-6 ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER: WITH 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. WD-11 SHEATHING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE I, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING, WD-12 PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. WD-13 UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. WD-14 FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH SECTION 2306 OF THE FLORIDA BUILDING CODE, EXCEPT WHERE FASTENING SCHEDULES ARE MORE STRINGENT IN THESE PLANS. WD-15 PROVIDE ADDITIONAL UPLIFT CONNECTORS TO RESIST UPLIFT LOADS IN ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. OPEN WEB STEEL JOISTS SJ-1 ALL OPEN WEB STEEL JOISTS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS, K-SERIES OR LH-SERIES" OF THE STEEL JOIST INSTITUTE. SJ-2 NO LOADS SHALL BE APPLIED TO THE JOISTS UNTIL ALL BRIDGING HAS BEEN INSTALLED AND THE JOIST ENDS HAVE BEEN SECURED TO THEIR SUPPORTS. SJ-3 ALL BRIDGING SHALL BE IN ACCORDANCE WITH SJI REQUIREMENTS. SJ-4 PROVIDE EXTENDED ENDS AS INDICATED ON DRAWINGS. SJ-5 PROVIDE CAMBER PER SJI REQUIREMENTS. SJ-6 JOISTS SHALLBE DESIGNED FOR THE WIND UPLIFT INDICATED ON THE DRAWINGS. AT A MINIMUM, A SINGLE LINE OF BOTTOM CHORD BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF THE JOIST. JOIST MANUFACTURER SHALL PROVIDE ADDITIONAL BOTTOM CHORD BRIDGING AS REQUIRED. THE JOIST MANUFACTURER SHALL BE PERMITTED TO INCLUDE ANY ALLOWABLE STRESS INCREASE PERMITTED BY CODE WHEN DESIGNING FOR THE NET WIND UPLIFT. SJ-7 FIELD BOLT CONNECTIONS WILL BE TESTED AND INSPECTED ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS." SJ-8 ALL OPEN WEB STEEL JOISTS WITH ANY PORTION HAVING EXTERIOR EXPOSURE SHALL BE HOT DIPPED GALVANIZED. ALL CONNECTIONS SHALL BE TOUCHED UP WITH COLD GALVANIZING SPRAY AFTER CONSTRUCTION. METAL DECKING MD-1 ALL STEEL ROOF DECK SHALL BE IN CONFORMANCE WITH THE "STEEL ROOF DECK SPECIFICATIONS AND LOAD TABLES" OF THE STEEL DECK INSTITUTE, LATEST EDITION. MD-2 ALL STEEL ROOF DECK SHALL BE ,AS A MINIMUM, 1-1/2 INCH, 20-GAGE, WIDE - RIBBED STEEL DECK, WITH A YIELD STRENGTH OF NOT LESS THAN 33,000 PSI AND SHALL BE HOT -DIPPED GALVANIZED. MD-3 STEEL ROOF DECK SHALL BE CAPABLE OF SUPPORTING 50 PSF AT THE SPANS INDICATED ON THE DRAWINGS OR AT A SPAN OF 6'-0", WHICHEVER IS GREATER. MD-4 ALL STEEL ROOF DECK SHALL BE FASTENED TO THE SUPPORTING STEEL WITH 5/8 INCH DIAMETER ARC PUDDLE WELDS AND AT SIDE DECK LAPS WITH #12 TEK SCREWS AS INDICATED ON THE DECK ATTACHMENT SCHEDULE. ANY SPLIT OR PARTIAL PANELS SHALL BE FASTENED TO THE SUPPORTING STRUCTURE IN EVERY VALLEY REGARDLESS OF ADJACENT FASTENER PATTERNS. MD-5 ALL STEEL FLOOR DECK SHALL BE IN CONFORMANCE WITH THE "SPECIFICATIONS FOR COMPOSITE STEEL FLOOR DECK" OF THE STEEL DECK INSTITUTE, LATEST EDITION. MD-6 ALL STEEL DECK SHALL BE, AS A MINIMUM, 1-1/2 INCH, 22-GAGE COMPOSITE DECK WITH A YIELD STRENGTH OF NOT LESS THAN 33,000 PSI AND SHALL BE HOT DIPPED GALVANIZED. COMPOSITE STEEL DECK MUST BE ACCEPTABLE FOR USE IN THE U.L. DESIGN ASSEMBLY NOTED ON ARCHITECTURAL DRAWINGS. MD-7 ALL STEEL FLOOR DECK SHALL BE CAPABLE OF SUPPORTING THE COMBINED WEIGHT OF THE WET CONCRETE PLUS A 20 PSF CONSTRUCTION LOAD AT THE INDICATED SPANS. THE DEFLECTION OF THE DECK UNDER THE ABOVE LOADS SHALL NOT EXCEED 1/180 OF THE SPAN NOR 3/4 INCH, WHICHEVER IS LESS. MD-8 ALL STEEL FLOOR DECK SHALL BE WELDED TO ALL SUPPORTING STEEL ELEMENTS WHERE NO SHEAR STUDS ARE USED. WELDING WASHERS SHALL BE USED AS REQUIRED BY THE DECK MANUFACTURER. MD-10 ALL DECK SHALL BE A MINIMUM OF THREE SPANS CONTINUOUS. MD-11 DECKING CONTRACTOR SHALL COORDINATE OPENING SIZES AND LOCATIONS IN FLOORS AND ROOFS FROM ARCHITECTURAL AND MECHANICAL DRAWINGS. HE SHALL PROVIDE HEADER MEMBERS IF REQUIRED AS PER THE TYPICAL DETAILS. MD-12 DECKING CONTRACTOR SHALL PROVIDE SCREED ANGLES AND CLOSURE PLATES AS REQUIRED AT THE EDGES OF ALL FLOOR OPENINGS AND AT ALL SLAB DEPRESSIONS OR CHANGES OF DECK DIRECTION, WHICH HAVE NOT BEEN DETAILED. MD-13 PRIOR TO AND DURING CONCRETE PLACEMENT, THE FLOOR DECK SHALL BE PLANKED TO PREVENT DAMAGE TO THE DECK. CONCENTRATED AND IMPACT LOADS SHALL BE AVOIDED. MD-14 CONCRETE SHALL BE PLACED FROM A LOW LEVEL TO AVOID IMPACT , AND IN A UNIFORM MANNER OVER THE SUPPORTING STRUCTURE AND SPREAD TOWARD THE CENTER OF THE DECK SPAN. MD-15 PRIOR TO CONCRETE PLACEMENT, THE STEEL DECK SHALL BE FREE OF SOIL, DEBRIS, STANDING WATER, LOOSE MILL SCALE OR OTHER FOREIGN MATERIAL � n o b z N 'o L U N N o d 3 d 3i z Z lu W O D O U O rwwQ�pm;pw aw�wod��ow raazw Ott Qa�"3 zor �oroo�mo5 RtiUU ��a i3 w�'Ciw�a�, U Z J �o � J N N M � v Q a� Q Q�/ W ry c O N re 2 LL m Q j co o 0 Z W ro U oo Q o0 m J Q O�c oz LU LU ��/�/� 20LU VJ a 0) N p � Z oz W CD W 0 z H� a (n N _I Z zo Q ¢ J LL U m M~ W W � � W Q U > N ¢ � Z J 5 T Lo N � ILL ~ v! U y J Z QO �a ~ U =) LL. cr� (j � W 0 0- 0 O W U Z W 0 U) W z Z O z u� O 0 W In O 0_ O 0_ IL ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE \ FL REG. NO. 57396 L7,VAWMA P. STODDARD 17. 11%. NO. 5 605 6i41:1 1.0 ECT NO.