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DRAWINGS
CANTILEVER TRUSS END DETAIL 168'8' ' 21'8'- ' 14!8*—' 12' ' 14'8'— ' 21'8' ' 14'8' ' 12' ' —15'4' 11'4 1'4" ' 918" ' 11'4' ' 20'4' 4' , 9.8" 1'4'-- i 9'8' ' 11'4• ' 9T ' 10'4" ' 11'4' --I WALL HEIGHT SCHEDULE • • 21 • AHU • " �Ilfflmil ® AHU 28 — 10 © AGUS 26-2 — 2 © AGUS 28-2 — 9 1.25 ALLOWABLE INCREASE I�I "Or alp ►11 1'4'-- i 9'8' ' 11'4• ' 9T ' 10'4" ' 11'4' --I WALL HEIGHT SCHEDULE • • 21 • AHU • — 76 ® AHU 28 ApppoVED 1, 1-S1,Xy()13T0NL.1h 1 L/- NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24 O.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS/C.C. DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: D ROOF HANGER SCHEDULE TCLL: AHU 26 — 76 ® AHU 28 — 10 © AGUS 26-2 — 2 © AGUS 28-2 — 9 ApppoVED 1, 1-S1,Xy()13T0NL.1h 1 L/- NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24 O.C. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS/C.C. DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: D ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: TCDL: 15 TCDL: BCLL: 10 NON CC BCLL: BCDL: 10 BCDL: TOTAL: 55 TOTAL: ALLOWABLE INCREASE 1.25 ALLOWABLE INCREASE DEFLECTION 36[}1240 DEFLECTION QIDA FLU'11%� 9UALITI' TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORF 0®�p8�li�D8ti1t4p�d , IN KA VA So 'JAN 2014 ® FILE COPY acs 4310 Approved By: 41 -Ak,tt--Z CUSTOMER: 0 �1���� HOME DYNAMICS JAN 20 201 �,l4@114§����'iF-- DATE: 01/07/14 Ra. 1CA11- 8 UNITS BUILDING # 2 ;:1 1 s'mv WATERSIDE QTY. PALM BEACH LOTf1.00K BY K T SAUE&- SAGE: NO. 14003 R 21'-011 za. 161-0j1 Q 1�uN Im 1 1681-811 .151 t 0" 1 Gt Gl 211-011 _zLL 01-011 `'�"-_ 0-u lrv�, Moa, I 11 5't0" ie _ Gt C Gi , t u t /,, T1`PIGAL FLOOR SLAB qz %/� s• Cl C4 21'-011 za. 161-0j1 Q 1�uN Im 1 1681-811 .151 t 0" 1 Gt Gl 211-011 _zLL 01-011 `'�"-_ 0-u lrv�, Moa, I 11 5't0" ie _ Gt C Gi , N t I G4 t /,, T1`PIGAL FLOOR SLAB co 51_5 TE cn %/� s• Cl C4 F2 m 4" THICK CONCRETE SLAB • 3#5 BOTTOM CI F3 TSI- 1 F3 G4 •m F3 , i G2 36 "x36 "x16" PAD WAS- BOTTOM TE ��j� 8"x8" ❑1111❑ W.W.M. ON 4 MIL V15QUEEN 81-811 gl_611 -- -- il'-4" N 111 CL 0 20'-4" v FLOOR 5ALCONY) C4 O VAPOR BARRIER OVER 96% o _ _ FULLY GROUTED _ _ N Lu CL I CC, tt a t d) N WELL COMPACTED, CLEAN,' TERMITE TREATED FILL. - 1 I > > B co C4T `� B ELEY.:-i'-0"h REF. FIN, FLP_ F2 C4 O ' p ELEY.:-i'-0"� REF. FIN. FLR --iN G4 'F2 ` ❑IOD1❑IIIIIIIII❑�I�lIIIIIIIIIIIIICJ❑I❑ 0 00 %/� F2 co I co BARRIER UNDER SLAB. TE 0 - 0 1 m O O � TE TE R F. FIN. FLR O 3'-411 _ 171-011 —� 1 C1 3'-(0 F3 1 1 = TSi- 1 1 T G1 -co OgLELEY.:01-011 N Cl y�x REF. FIN. FLR 1 _ O ,• Cl C1 ,, ,, (C, ❑11111❑ 16'-1011 = �E-1,11I IN❑ •� 1 N _ co '. CC O N O 201-411 201- 411 1 N Ci N Lu Q -G1 O Gi Lu 0- O Nz ❑❑ ❑❑ ®% ,..OEM® �/� ❑❑ ❑❑ - ❑111111❑� ❑❑ ❑❑ 1 ❑❑ E ❑❑ j m uk F2 =1N `° TE 'N TE N TE sj TE ®,>> ClCl TE TE 0 I 3'-4" - 17'-011 0 3_411 - - 17'-011 0 NT PSI- 1 1 TSI- 1 1 Cl r -- Gl P /^ OL ELEY.:0'-011 REF. FIN. FLR REF. FIN. FLR - 1 - iN N L - o o t I Ec° C177" `fl C1 r � N t {� F2 - /,, T1`PIGAL FLOOR SLAB co 51_5 TE cn %/� s• Cl A/C CON[ PA F2 m 4" THICK CONCRETE SLAB • 3#5 BOTTOM CI F3 TSI- 1 F3 REINFORCED W/ 6x6 1.4 x 1.4 •m F3 , i G2 36 "x36 "x16" PAD WAS- BOTTOM TE ��j� 8"x8" ❑1111❑ W.W.M. ON 4 MIL V15QUEEN 81-811 gl_611 -- -- il'-4" N 111 CL 0 20'-4" 1 co 1 FLOOR 5ALCONY) C4 O VAPOR BARRIER OVER 96% o _ _ FULLY GROUTED _ _ N Lu CL I CC, tt a t d) N WELL COMPACTED, CLEAN,' TERMITE TREATED FILL. - 1 I > > B co B C1 F2 VAPOR O ' p O TE 1 --iN O I PROVIDE APPROVED Cl ❑IOD1❑IIIIIIIII❑�I�lIIIIIIIIIIIIICJ❑I❑ 23 00 %/� DOD 1❑111111111❑�❑IIIIIIIIIIIIIC� co BARRIER UNDER SLAB. TE _ 1 m - CC, O 1 0'-011 v d. FLR CC, C1 _ O _ o FOOTING 5CHEDULE MARK SIZED - /,, ❑1❑[7111❑ co 51_5 TE cn %/� s• MONO FOOTING A/C CON[ PA F2 m 24"x16" • 3#5 BOTTOM TE ;. F3 TSI- 1 F3 30"x30"x16" •m F3 ,• ❑C] i G2 36 "x36 "x16" PAD WAS- BOTTOM TE ��j� 8"x8" ❑1111❑ 811 _411 81-811 gl_611 -- -- il'-4" N 111 CL 0 20'-4" 16ir1-8'i FLOOR 5ALCONY) C4 O d) o _ _ FULLY GROUTED _ N Lu CL I CC, FOOTING 5CHEDULE MARK SIZED - co -1011 co 31-01 co 51_5 TE cn co 0 7'-0" m MONO FOOTING A/C CON[ PA F2 m 24"x16" MONO FOOTING 3#5 BOTTOM TE ;. F3 TSI- 1 F3 30"x30"x16" O4 F3 F4 i G2 36 "x36 "x16" PAD WAS- BOTTOM TE 0 8"x8" 8'-1011 811 _411 81-811 gl_611 -- -- il'-4" N 111 CL 0 20'-4" 16ir1-8'i FLOOR 5ALCONY) C4 O d) o _ _ FOOTING 5CHEDULE MARK SIZED TYPE REINFORCING Fl Cl 24"x16° MONO FOOTING 345 BOTTOM 4 105 TOP CONT. F2 24"x16" MONO FOOTING 3#5 BOTTOM -�-./I- F3 REF. FIN. FLR 30"x30"x16" PAD ACH 3B0TTOM4Y F4 I I 36 "x36 "x16" PAD WAS- BOTTOM TE 0 8"x8" THk. EDGE 105 CONT. C3 21'-0" 16'-0j1 p t- zi� Z 211-0"4- 19 5't0" AQ 16'-D" 51t011 Cl G Cl _ C1 G I F2 co B co I �t C1 O IL _1 C1 0 1 Nt L J SYM' SIZE W X D O 1 TIES REMARKS Cl 8" x 8" GONG. COL. 1 5 _ _ FULLY GROUTED CELL Q ELEV.: G4 F2 c° c° REF. FIN. FLR o DF2 'p 1 C 2 0 o 1 p 1 C1 � 1 0 v C1 GROUTED C3 o -- -- N 111 CL 0 20'-4" C1 FLOOR 5ALCONY) C4 O d) o _ _ FULLY GROUTED _ N Lu CL I CC, tt d) N TE Nt N C1 F2 23 p O TE 1 --iN O I _i N Cl ❑IOD1❑IIIIIIIII❑�I�lIIIIIIIIIIIIICJ❑I❑ 23 00 %/� DOD 1❑111111111❑�❑IIIIIIIIIIIIIC� co TSi- 1 TE 711_4 1 m - � TE TE R F. FIN. FLR C1 3'-411 _ 171-011 O 1 1 C1 3'-(0 F3 16'-1011 = TSi- 1 1 co G1 OgLELEY.:01-011 N y�x REF. FIN. FLR _ _ O ,• ,, ,, (C, ❑11111❑ 16'-1011 = �E-1,11I IN❑ •� 1 N _ co '. CC O N O F2 co B co I �t C1 O IL _1 C1 0 1 Nt L J F2 AIAL I B co 1 v CC, O 1 G1 0 I Nzi� 211-011 16' - 0" co co 1 1 0 s Fi TSi- 1 F1 ELEY N '-4 ii► REF. FIN.. FLR 20'-411 N T_F!GAL FLOOR SLAB 4° 7441CK CONCRETE SLAB REIMi ORCED W/ bxb 1.4 x 1.4 W H(.M. ON 4 MIL VISQUEEN VA°OR BARRIER OVER %% WEI-1- COMPACTED, CLEAN, T':RMITE TREATED FILL. PROVIDE APPROVED VAPOR BARRIER UNDER SLAB. SYM' SIZE W X D O 1 TIES REMARKS Cl 8" x 8" GONG. COL. 1 5 _ _ FULLY GROUTED CELL Q ELEY.:-0'-44 REP. FIN. FLR C4 F2 c° c° O o FULLY GROUTED ■ ■ C 2 0 GD BL OCK L C1 CELL S ■ ■ 20' - 411 GROUTED C3 o -- -- N 111 CL 0 C1 FLOOR 5ALCONY) C4 O d) 2 5 _ _ FULLY GROUTED BLOCK COL. 1 tt N TE 1 N C1 F2 23 ❑1❑01111111111111❑��7lIIIIIIIIIIIIIC�❑IDS' --iN O I _i N ❑IOD1❑IIIIIIIII❑�I�lIIIIIIIIIIIIICJ❑I❑ 23 00 %/� DOD 1❑111111111❑�❑IIIIIIIIIIIIIC� TSi- 1 - hh ELE�.V.:O'-0" C1 R F. FIN. FLR 1 C1 3'-(0 F3 16'-1011 = co ' N N CC1 1 _ O ,• F2 AIAL I B co 1 v CC, O 1 G1 0 I Nzi� 211-011 16' - 0" co co 1 1 0 s Fi TSi- 1 F1 ELEY N '-4 ii► REF. FIN.. FLR 20'-411 N T_F!GAL FLOOR SLAB 4° 7441CK CONCRETE SLAB REIMi ORCED W/ bxb 1.4 x 1.4 W H(.M. ON 4 MIL VISQUEEN VA°OR BARRIER OVER %% WEI-1- COMPACTED, CLEAN, T':RMITE TREATED FILL. PROVIDE APPROVED VAPOR BARRIER UNDER SLAB. COLUMN SCHEDULE SYM' SIZE W X D REIN. TIES REMARKS Cl 8" x 8" GONG. COL. 1 5 _ _ FULLY GROUTED CELL Q BLOCK 16" x 16" GONG 4 4 5 FULLY GROUTED ■ ■ C 2 0 GD BL OCK L __ CELL S ■ ■ == � GROUTED C3 2 5 -- -- BLOCK COL. FLOOR 5ALCONY) C4 O all x .S" CONC.n 2 5 _ _ FULLY GROUTED BLOCK COL. CELL ❑1❑01111111111111❑��7lIIIIIIIIIIIIIC�❑IDS' %/� ❑IOD1❑IIIIIIIII❑�I�lIIIIIIIIIIIIICJ❑I❑ %/� DOD 1❑111111111❑�❑IIIIIIIIIIIIIC� ' • .. , ,� ,• ,, ,, .. ❑11111❑ �E-1,11I IN❑ •� ❑❑ ❑❑ ®% ,..OEM® �/� ❑❑ ❑❑ - ❑111111❑� ❑❑ ❑❑ 1 ❑❑ E ❑❑ j COLUMN SCHEDULE SYM' SIZE W X D REIN. TIES REMARKS Cl 8" x 8" GONG. COL. 1 5 _ _ FULLY GROUTED CELL Q BLOCK 16" x 16" GONG 4 4 5 FULLY GROUTED ■ ■ C 2 0 GD BL OCK L __ CELL S ■ ■ 12" x 12" CONC.FULLY GROUTED C3 2 5 -- CELL (ONLY SECOND BLOCK COL. FLOOR 5ALCONY) C4 O all x .S" CONC.n 2 5 _ _ FULLY GROUTED BLOCK COL. CELL GENERAL NOTES THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS. THE CONTRACTOR SHALL OBTAIN LATEST SETS OF DRAWINGS INCLUDING ANY REVISIONS AND VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. ANY DEVIATIONS MUST BE SUBMITTED IN WRITING TO ARCHITECT FOR APPROVED. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, AND/OR MUNICIPAL CODES AND ORDINANCES. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER W/ ARCHITECTURAL, MECHANICAL t ELECTRICAL DRAWING TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, REGLETS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTIONH STRUCTURE PROCEEDING WITH THE WORK. THE BEFORE G OF THE ARCHITECT BEF R SHOWN ON THESE DRAWING5 IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY BRAGS ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND AND CONSTRUCTION LOADS DURING CONSTRUCTION. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY FOR ALL LIKE OR SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENING, LOCATIONS) AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATION OF ANY STRUCTURAL MEMBER NOT SHOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF BEAMS OR FOUNDATIONS. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW.DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. COMPUTED DIMENSION SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES WILL TAKE PRECEDENCE. SCALE: 1/4" = 1' -ID" STRUCTURE NOTE THIS STRUCTURE (INCLUDING FOOTINGS) HAS ALYSIS. NO A IONAL AN SI T BEEN DESIGNED BY R G ADDITIONAL TRANSFER REINFORCING IS REQUIRED. NOTE: WINDOW AND DOOR BUCK IT IS 1ACCEPTABLE TO REDUCE THE CONCRETE BEAMS AT ONLY WINDOW AND DOOR LOCATIONS BY 2" ,FOR BUCK INSTALLATION. CONTRACTOR SHALL COORDINATE ALL WINDOW AND DOOR MASONRY OPENINGS W/DOOR WINDOW MANUFACTURE PRIOR TD BLOCK WALL INSTALLATION AND TIE BEAM SOUR. Revisions: STEEL COLUMN SCHEDULE SYM.X SIZE D REMARKS TSl- 1 3"x311x14" STEEL COLUMN GENERAL NOTES THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS. THE CONTRACTOR SHALL OBTAIN LATEST SETS OF DRAWINGS INCLUDING ANY REVISIONS AND VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. ANY DEVIATIONS MUST BE SUBMITTED IN WRITING TO ARCHITECT FOR APPROVED. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, AND/OR MUNICIPAL CODES AND ORDINANCES. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER W/ ARCHITECTURAL, MECHANICAL t ELECTRICAL DRAWING TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, REGLETS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTIONH STRUCTURE PROCEEDING WITH THE WORK. THE BEFORE G OF THE ARCHITECT BEF R SHOWN ON THESE DRAWING5 IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY BRAGS ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, MASONRY, TO RESIST GRAVITY, EARTH, WIND AND CONSTRUCTION LOADS DURING CONSTRUCTION. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY FOR ALL LIKE OR SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENING, LOCATIONS) AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATION OF ANY STRUCTURAL MEMBER NOT SHOWN ON THE STRUCTURAL DRAWINGS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOP OF BEAMS OR FOUNDATIONS. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW.DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. COMPUTED DIMENSION SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES WILL TAKE PRECEDENCE. SCALE: 1/4" = 1' -ID" STRUCTURE NOTE THIS STRUCTURE (INCLUDING FOOTINGS) HAS ALYSIS. NO A IONAL AN SI T BEEN DESIGNED BY R G ADDITIONAL TRANSFER REINFORCING IS REQUIRED. NOTE: WINDOW AND DOOR BUCK IT IS 1ACCEPTABLE TO REDUCE THE CONCRETE BEAMS AT ONLY WINDOW AND DOOR LOCATIONS BY 2" ,FOR BUCK INSTALLATION. CONTRACTOR SHALL COORDINATE ALL WINDOW AND DOOR MASONRY OPENINGS W/DOOR WINDOW MANUFACTURE PRIOR TD BLOCK WALL INSTALLATION AND TIE BEAM SOUR. Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. BUILDING DEPT COMM. 03-13-14 3. OWNER REVISION 09-26-14 AND BE N THE J IOM INE SHOP DI ) FOR F DEEIAS I AND OWN EVC 1E 5 . OR OF IYE I CAL FLOOR 6L,45 ' No of Sheets : 20 ' 4" THICK CONCRETE SLAB REINFORCED W/ ON MI ISQU N (o 6 1 1 W.W.M. 4 L V EE x .4 x .4 W ED VAPOR BARRIER OVER q5% ELL COMP a � i s f A i GLEAN, TERMITE TREATED FILL APPROVED VAPOR BARRIER W�140� 1 0�0 2074 ,3 PAUL E. HAGLE''Qd�� 1280 HEATHER RIDG�'bma�� DUNEDIN, FL. 34698 (72�1�t TOP. OF 2nd FLOOR 6Yz" Couc_ SLAB w/ 05610"O.C. EACH WAY TOP AND BOT. i NJ bud Date: 1. BUILDING DEPT COMM. — •— STIFRRUIII — • 03-13-14 3. 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OF 2nd FLOOR 6Yz" Couc_ SLAB w/ 05610"O.C. EACH WAY TOP AND BOT. i NJ bud Date: 1. BUILDING DEPT COMM. — •— STIFRRUIII — • 03-13-14 3. OWNER REVISION 09-26-14 // �� MINN. �1���1��l�IIW�I►� ►—Nom■►—� - - PER W 4LL LrEGrESID tYPi GSL 1=AQmr f t (DN1 NO. 25 CHANNEL SHAPED STUDS AT 24" O.C. WITH 5/6" SHEETROCK EACH SIDE. (16'I O.C. a WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGSfUN.O.) NO. 25 CHANNEL SHAPED STUDS AT 24" D.C. WITH 5/8" SHEETROCK EACH SIDE. (16" O.G. 0 WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGS.W.N.O.) W/MIN. R-11(SEE ENERGY GALS) BATT INSULATION SEE GARAGE AND CARPORTS NOTES. TOF'. OP Incl KLUUK- 6�" CONE.=H" 6i�Z" CONG. SLAB w/ 10"O.C."5010"O.C. EACH WAY TOP AND TOP AND BOT. DESIGN FARX IE_TER6 CODE EDITION - FLORIDA BUILDING CODE 2010 ASCE 7-10 1) BASIC WIND SPEED (WIND VELOCITY) = 170 MPH 2) WIND IMPORTANCE FACTOR = 1.0 - CATEGORY II 3) BUILDING DESIGN AS ENCLOSED 4) INTERNAL PRESSURE COEFFICIENT = f.15 5) EXPOSURE = "DI' NOTE= ALL TRUSS TO TRUSS CONN. BY TRUSS MANUF. ENGINEER NOTE: CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER -KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF MER -KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS. THEN APPLY SETTING BED AND OWNER SELECTED TILE ABOVE. FAF,TiAL FIF,3T FLOOfR FLAN SCALE: 1/4" = V-0" NAILER N-1 CONTINUOUS 2" x 4" P.T. NAILER PLACED BELOW LOWER ROOF PLYWOOD W/ 1/4" x 3" TAPCONS @ 16" O.G.. INTO CONC. OR MASONRY OR 3-16d NAILS INTO EACH STUD OR TRUSS MEMBER, IF APPLICABLE. w m ® 0 8 �s OCA 14 ®s® LOP-®�e��� PAUL E. HAGLE� 1280 HEATHER RIDGE ill YARD DUNEDIN, FL. 34698 (727) 738-9025 Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. UILDING DEPT COMM. 03-13-14 3. OWNER REVISION 09-26-14 ON, AND IN CONNECfIDR WDH THE SPEC H IDEAS, DESIGNS, ARPANOENE-S, OR PI DISCLMED TO ANY PERSON, FMN. OR CC POSE WHATSOEVER WTtIpUt' THE WRIFIEN ON GROUP. INC. WRIM DIMENSIONS LL HAVE PRECEDENCE OVER SCALE DIMETO LL VERIFY AND BE RESPONSIBLE FOR ALL DIIIONS ON THE JOB. AND TM OFFICE M ANIONS FROM THE DIMENSIONS AND COND NNW. SHOP DETAILS OF ADEQUATE SC Job No.: 023213 Date: 12-18-2013 No of Sheets : 20 m mi EL: 10'-8" 2nd FLOOR EL: 10'-8" OF 2nd FLOOR TOP. OF 2nd FLOOR B1- 3 Bl- 6 Bl- 6 Bl- 6 Bl- _r_1 — — B7 3 F5 7 6 ------ --- - - Bl- 6 U 3 (D'�' 4111-- EDGER "B" B1- -4 `� EDGER 115" B1- 4 N `n 71711 EDGER "B" B1- 4 LEDGER "B Ji � EDGER NBN Bi -4 LEDGER - ® d 2Sj Ul I I SII - �PTi i/-2° - - - - - i t WEDGE ANCHORS] to i i - - S PT -1 /-2° - - - - --I- � - i t WEDGE ANCHORS] to I I II - /2" - I I WEDGE ANCHORS WEDGE ANCHORS] LU i i - - 2�c8 P� tu�l- I I I WEDGE ANCHORS WEDGE ANCHORS tU - - - - - II co I I I WEDGE ANCHORS CIO 3 j Q -O - - - - - CID 24 O.G. W/ 3 X 3 ( j CIO 24 O.C. W/ 3 X 3 � j p -O 24 O.C. W/ 3 X 3 24 O.G. W/ 3 X 3 � j (LO 24 O.C. W/ 3 X 3 24 O.C. W/ 3 X 3 �( a ( 3 (D O WASHERS O 24 O.C. W/ 3 X 3 WASHERS LEDGER ----— z5 O ly - }_� r_ WASHERS O --�-- - - - - - - �I- WASHERS O -�- - - - - - - �� WASHERS WASHERS _ O � -�- - - - - - WASHERS _ _ _ _ _ w - i- LL _ _ _ _ _ _ _ - - CAU_ Z SII II Z SII II mil — — — — II Z SII �I II Z — — — — — II I LEDGER "All. LEDGER "A" II *2 *2 �— — — — — �— — — — — -- --- Z '� 10'-0" CLG- � 10'-0" CLG. a z Q J 10'-0" CLCD. ( (L Z 4 J 10'-0 CLG. CL Z -- -- (2)1x8 S.Y.P w/ (2)2x8 S.Y.P 1 B. 10'-® CG 3/ "� 1N` F_1"L A - 16m-LCx. - - - - ( - LEDCx)=R IIA I ------ - - ® - LEDGER I'A I - - - - - I - LEDGER "A I - - - - - -- _ _4' _31�$2c _ WEDCz��A�NNCHORS a . "1 WEDGE ANCHORS 6 44 -- I I I I ( I I I I I II II (2)1x8 S.Y.P *2 1 II I II (2)1x8 S.Y.P *2 1 II -• II a " a16"O.C. W/ 311X3" I II / 3X3 - --I- - 3/4' x MIN. 4" EMB. GEL-A �IGHOR� '- - - - - - I-- - 3/4" MIN. 411 EMB. -I- BCS€-APIGH9Ra a- - - - - —I- - p 3/4"0 x MIN. 4" EMB. 4J€IPGE 41,GHORS--a- - - - - — - 3/410 x MIN. 4" EMB. - WEDGrm 44%CH91�-o- - - - - - pp WAS ERS WASHERS -�— - - - - - - - pp • L-a16"O.C. W/ 311X311 La16"O.C. W/ 3"X3" J W/ 3"X3" ---------J aVoIIO.C. W/ 3"X311 -------------------- I L --------- ---------J _ II - - - - -I n WASHERS ------------ II II WWSHERS ------ ---- - - - - II -a16"O.G. -------- II WASHERS II II WASHERS II II II FLOOR FRAMING SYSTEM: FLOOR FRAMING SYSTEM: FLOOR FRAMING SYSTEM: - - FLOOR FRAMING SYSTEM: - _ _ _ _ _ FLOOR FRAMING SYSTEM: C� _ • nl m I I C� PRE-ENGINEERED WOOD TRUSSES m I i 2011 DEEP 0 2411 O.C. MAX I I PRE-ENGINEERED WOOD TRUSSES 1p I I 20" DEEP a 24" O.C. MAX Ip 11 t I- WASHERSC7 PRE-ENGINEERED WOOD TRU56ES Ip I i 2011 DEEP e 2411 O.C. MAX Ql i I I I 20" DEEP a 24" O.C. MAX I I PRE-ENGINEERED WOOD TRUSSESI If - 1p PRE-ENGINEERED WOOD TRUSSES i I al 2011 DEEP 0 2411 O.C. MAX I I - - - - - - - - - - - - - - - - - LEDGER "A" - - - - - - LEDGER "A" LEDGER "A" WASHERS LEDGER "Ail - - (2)2x8 S.Y.P 02 1 (2)2x8 S.Y.P *2 1 (2)2x8 S.Y.P *2 1 =in (2)2x8 S.Y.P *2 1 — - — - — - — - II II II it II �/4'tQ x L1 " E_MS II 3/4"0 x MIN. 4" EMB. _ II - - - 3/4110 x _MIN. 4" E_MB. _ II - - -WEDGE FLOOR YSTE II - - - - - 3/4110 x MIN. 4" EMB. _ - - YSTEM: - - - - - - - - - _ - - - - - WEDGE ANCHORS a - - - - - WEDGE ANCHORS a ANCHORS 9 FLOOR WED GEACCHORS FLOOR 016"O.C. W/ 3"X3" 016 "O.C. W/ 31IX311 016 "O.C. W/ 3"X3" . W/ 3" - - - - - - - - - WASHERS - - - - - - - WASHERS - - ----------- WASHERS - - - - - - - - RS - - - - - - - - : 4 5 4 6 4 5 4 PRE-ENGINEERED 3 4 5 4 — — — — — I I 0 T.O. 2ND FLOOR i I Q T.O. 2ND FLOOR _ O TO — O TO O TO O _ O TO O O TO - ELEV.:10'-8" O ELEV..10'-&"_ _ ELEV.:10 -8 I Q T.O. 2ND FLOOR (L T.O. 2ND FLOOR 0 T.O. 2ND FLOOR A - N A VE - _ - - - A VE 1- _ ELEV.:10'-8"- - A VE f0- - ELEV.:10 8 - - A VE - - - m A VE — 1- - _ - w 9'-0" GLC. — 9'-0" CLCx. _ u �♦ i l 3 ' _ --------- .T. 3.T. I I 3 G.T. , I fir - - - - - i I 3 G.T. I Ii I I I 3 G.T. I Ii i i 0" �LC,. I _ — — — — I I ! 0" �LCx. I I — 0" CLG 0 ♦ — o0" CLC•s. -0" CL �=— — _ 6 1 II i II G.T. TOP @ 10'-8" G.T. TOP @ 10'-811 i G.T. TOP @ 10'-811 i G.T. TOP @ 10'-8" - - - - - - - - - - - ♦ G.T. OF @ 10'-B" / ♦ G.T. OP @ 10'-B" 02-17-14 ♦ G.T. OP @ 10'-8" / ♦ G.T. OP @ 10'-B" 3. OWNER REVISION ♦ G.T. OP @ 10'-B" / 02 ® SII II ■- I - - - - - II co I I CIO - - - - - CID --l r — LEDGER ----— r_ --- I�� --- CAU_ — — — — — — — — — �--- — — — — �— — — — — �— — — — — -- --- '� -13 — — — — — I I 0 T.O. 2ND FLOOR i I Q T.O. 2ND FLOOR _ O TO — O TO O TO O _ O TO O O TO - ELEV.:10'-8" O ELEV..10'-&"_ _ ELEV.:10 -8 I Q T.O. 2ND FLOOR (L T.O. 2ND FLOOR 0 T.O. 2ND FLOOR A - N A VE - _ - - - A VE 1- _ ELEV.:10'-8"- - A VE f0- - ELEV.:10 8 - - A VE - - - m A VE — 1- - _ - w 9'-0" GLC. — 9'-0" CLCx. _ u �♦ i l 3 ' _ --------- .T. 3.T. I I 3 G.T. , I fir - - - - - i I 3 G.T. I Ii I I I 3 G.T. I Ii i i 0" �LC,. I _ — — — — I I ! 0" �LCx. I I — 0" CLG 0 ♦ — o0" CLC•s. -0" CL �=— — _ 6 1 II i II G.T. TOP @ 10'-8" G.T. TOP @ 10'-811 i G.T. TOP @ 10'-811 i G.T. TOP @ 10'-8" - - - - - - - - - - - Z wALL Leae`Na NO. 25 CHANNEL SHAPED STUDS AT 24" O.G. WITH 5/811 5HEETROCK EACH SIDE. (1611 O.G. a WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGS.(UN.O.) NO. 25 CHANNEL SHAPED STUDS AT 24" O.C. WITH 5/811 SHEETROCK EACH SIDE. Oro" O.C. a WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGS.(UN.O.) W/MIN. R-i,(SEE ENERGY GALS) BATT INSULATION SEE GARAGE AND CARPORTS NOTES. CONCRETE 5L0CK WALL DESIGN P,4R,4METERS CODE EDITION - FLORIDA BUILDING CODE 2010 ASCE 7-10 1) BASIC WIND SPEED (WIND VELOCITY) = 170 MPH 2) WIND IMPORTANCE FACTOR = 1.0 - CATEGORY II 3) BUILDING DESIGN AS ENCLOSED 4) INTERNAL PRESSURE COEFFICIENT = ±.18 5) EXPOSURE = "DI' NOTE: ALL TRUSS TO TRUSS CONN. BY TRUSS MANUF. ENGINEER NOTE- CONCRETE OTE-CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER -KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF MER -KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS. THEN APPLY SETTING BED AND OWNER SELECTED TILE ABOVE. FAfRT f AL F l fR�3T FLOOIR FFAM f NGP FLAN SCALE: 1/4" = P-011 _. I- . , , CONTINUOUS 2" x 4" P.T. NAILER PLACED BELOW LOWER ROOF PLYWOOD N/ 1/4" x 311 TAPCONS @ 161' O.G.. INTO CONG. OR MASONRY OR 3-16d NAILS INTO EACH STUD OR TRUSS MEMBER, IF APPLICABLE. 4. BEAMS/SECTION 10-29-14 Revisions: Ir�• 1. BUILDING DEPT COMM. 02-17-14 - 03-13-14 3. OWNER REVISION 09-26-14 02 ® SII -- ; �it ■- --l r — LEDGER r_ j -- -- A 'ANCHORS ® - -- _ -- - -• p pp pp • r W • C7 C� _ • C� WASHERS - C7 WASHERSC7 - WASHERS - =in - — - — - — - — - — - — - — - FLOOR YSTE YSTEM: mm GLG,M. 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'NN - =" -- 1 . •-00 © �������❑! ��e::: e; �o _=__o _ �__ ____=__e❑1�����❑ 111 Of � � ®❑❑R �.��� V.®®oma I� :.. �� � so I, PENN a WE 1: 11 Jill 11 It- - TOP. OF 2nd FLOOR Z wALL Leae`Na NO. 25 CHANNEL SHAPED STUDS AT 24" O.G. WITH 5/811 5HEETROCK EACH SIDE. (1611 O.G. a WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGS.(UN.O.) NO. 25 CHANNEL SHAPED STUDS AT 24" O.C. WITH 5/811 SHEETROCK EACH SIDE. Oro" O.C. a WET AREAS) 16 GAUGE STUDS a ALL DOOR OPENINGS.(UN.O.) W/MIN. R-i,(SEE ENERGY GALS) BATT INSULATION SEE GARAGE AND CARPORTS NOTES. CONCRETE 5L0CK WALL DESIGN P,4R,4METERS CODE EDITION - FLORIDA BUILDING CODE 2010 ASCE 7-10 1) BASIC WIND SPEED (WIND VELOCITY) = 170 MPH 2) WIND IMPORTANCE FACTOR = 1.0 - CATEGORY II 3) BUILDING DESIGN AS ENCLOSED 4) INTERNAL PRESSURE COEFFICIENT = ±.18 5) EXPOSURE = "DI' NOTE: ALL TRUSS TO TRUSS CONN. BY TRUSS MANUF. ENGINEER NOTE- CONCRETE OTE-CONCRETE BALCONY WATERPROOFING ALL CONCRETE BALCONIES ARE TO BE WATERPROOFED WITH MIN. 1 LAYER OF MER -KO HYDRO GUARD 2000 WITH A TYPE 2 CLOTH ABOVE AND A SECOND COAT OF MER -KO HYDRO GUARD 2000 ABOVE. APPLY PER PER MANUFACTURE SPECIFICATIONS. THEN APPLY SETTING BED AND OWNER SELECTED TILE ABOVE. FAfRT f AL F l fR�3T FLOOIR FFAM f NGP FLAN SCALE: 1/4" = P-011 _. I- . , , CONTINUOUS 2" x 4" P.T. NAILER PLACED BELOW LOWER ROOF PLYWOOD N/ 1/4" x 311 TAPCONS @ 161' O.G.. INTO CONG. OR MASONRY OR 3-16d NAILS INTO EACH STUD OR TRUSS MEMBER, IF APPLICABLE. 4. BEAMS/SECTION 10-29-14 Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. BUILDING DEPT COMM. 03-13-14 3. OWNER REVISION 09-26-14 VERIFY AND BE RESPONSIBLE FC IONS ON THE JOB, AND THIS OF ONS FROM THE DIMENSIONS AND IGS. SHOP DETAILS OF ADEODI ? s m 2£11 g a Au� PAUL E. H 8, 1280 HEATHER RII1lULEVARD DUNEDIN, FL. 34698 (727) 738-9025 Job Ni 023213 Date : 12-18-2013 No of Sheets : 20 S-2. 1 ROOF NOTES ARCHITECTURAL ROOF PLAN FOR BEARING LOCATION E SUGGESTED TRUSS PROFILES ONLY. (REFER TO ENG. TRUSS MANUF. DRAWINGS FOR ACTUAL TRUSS DESIGNS.) TYPICAL TIE BEAM 8" X 12" GONG. TIE BEAM W/(2)i`'S TOP E (2)05 BOTTOM (UNLESS NOTED OTHERWISE) FASTEN ALL GIRDER TRUSSES TO MULTIPLE STUD COLUMNS w/(2) USP RT24T STRAPS w/(6 ) 16i NAILS EACH END -2 EACH STRAP. FASTEN SAME STUD COLUMN TO CONCRETE FOOTING THRU SILL PLATE w/(I) USP HTT22 w91) 5/5"0 X 14" WEDGE ANCHOR TO CONCRETE k (14) 111 COMMON NAILS TO STUD COLUMN. WOOD HEADERS: (2) 2" x 12" UNLESS NOTED OTHERWISE ON PLANS. (UN.O.) WOOD TRUSS GENERAL NOTES: THE TRUSS LAYOUTS SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNER'S LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING= PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AN SEALED ENGINEERED TRUSS DESIGNS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER GENERAL NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONECTIONS AS PART OF THE DESIGN. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGN TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 2010" AND ALL LOCAL RULES AND ORDINANCES AS ADOPTED BY FLORIDA BUILDING CODE. I. SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE 5-6 t HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS UNLESS NOTED OTHERW 1 SE 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW. 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS. 5. ALL TIE BEAM TOP t BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28" MAXIMUM) AND ADD (2) #5 BOTTOM IF DROP EXCEEDS 8".@ 1ST. FLOOR 7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8" MAXIMUM) TO FIT BLOCK WORK. 8. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. 9. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 10. BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "B" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT, OR HOOK AT END SUPPORT. 11. PROVIDE (2) #5 CORNER BARS WITH 30" DEVELOPMENT EACH WAY AT ALL TIE BEAMS AT OUTSIDE OF BEAM, Ist PL., r l l SCHml:�L4mm Pc=3,000 PSI MARK ELEV. SIZE WxD REINFORCING STIRRUPS TYP-UN.O. w z REMARKS BOTTOM MID. TOP NO. 81-1 10'-8" 8" x 12" 3# 5 3#6 TOP 3# 5 6#5 TOP #3 6 51-2 10'-4" 1%" x 24" 4 # 5 4 # 5 #3 G 12"O.C. 81-3 10'-8" S" x Soo" 9 # 5 #3 @12"O.C. (o # 5 X 03 -w 12"O.C. 1 81-4 10'-8" all x 56" (o # 5 3 # 5 x#3 a 8"O.C. 51-5 10'-8" 8ii x 3C 3145 (o # 5 03 ae ! "O.C. 51-6 i0'-8° 8" x 311 6# 5 3* 5 X #3 w 12"O.C. X 6#5 BOTTOM 51-4a 10'-8" S" x 48.5" (o # 5 3 # 5 X 03 e 8"O:C. Bl - la 12'-4" 8° x 24" 2# 5 2# 5 SCALE P- 1'7 03 a S"O.C. SCALE I"- 1'-fd" 51-2a 12'-4" 16" x 28" 4 # 5 4 # 5 #3 a 12 "OC. 51-2b 10'-0" S" x 24" 2 # 5 1 2 #5 1 113 la 12"O.C. 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' ' - / ►// 1 I Ile I C7111111❑.--------------------- ► I . � pp C %�, / `'1�._�■� II 11 IVA El °°E 10 %�/��% ❑❑ ••= - 01111 %�%%%/ ❑IIIIC� C7111111❑=== '"_==___=_=='-❑111111❑ !.- . _ ..-Cl❑ � � d 0011§02 2 A MOM= uu 4. BEAMS/SECTION 10-29-14 Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. BUILDING DEPT COMM. 03-13-14 3. OWNER REVISION 09-26-14 A #5 I .. -_ #5 j . D' ° q#5 BOTTOM 8" PRE -CAST, D. °D LINTEL,CONC. N FILLED, W/(I) #5 TYP. L-2 4 B1-3 DETAIL 3 BOND BEAM DETAIL _2 SCALE P- 1'-0" -2. SCALE P- 1'-0" SCALE: 1/4" = 1'-0" D° , D 335 8" PRE -CAST, P o °D LINTEL,CONC. ° D FILLED, W/(I) #5 TYP. D L-1 2 LINTEL BEAM DETAIL 1 OND BEAM DETAIL _2. SCALE I"- 1'-0" _2 SCALE I"- 1'-0" L" Z 10 015€3 >®a V629P PAUL E. HAGKkNIPP '15, 1280 HEATHER RIDGE BOULEVARD DUNEDIN, FL. 34698 (727) 738-9025 5-2.2 1 , ° 3#6 TOP 1 , ° 6#5 TOP vl I of I 1 #3 @12"O.C. 1 1 1 I' ID 1' ID D 1 6#5 BOTTOM 1 .,- 3#5 BOTTOM 1 1. 6 1131-6 DETAIL 5 131-5 DETAIL -2. SCALE P- 1'7 -2. SCALE I"- 1'-fd" #5 I .. -_ #5 j . D' ° q#5 BOTTOM 8" PRE -CAST, D. °D LINTEL,CONC. N FILLED, W/(I) #5 TYP. L-2 4 B1-3 DETAIL 3 BOND BEAM DETAIL _2 SCALE P- 1'-0" -2. SCALE P- 1'-0" SCALE: 1/4" = 1'-0" D° , D 335 8" PRE -CAST, P o °D LINTEL,CONC. ° D FILLED, W/(I) #5 TYP. D L-1 2 LINTEL BEAM DETAIL 1 OND BEAM DETAIL _2. SCALE I"- 1'-0" _2 SCALE I"- 1'-0" L" Z 10 015€3 >®a V629P PAUL E. HAGKkNIPP '15, 1280 HEATHER RIDGE BOULEVARD DUNEDIN, FL. 34698 (727) 738-9025 5-2.2 FLOOR TRUSS END DETAIL ssu L1 1'48 L iu LF ' 21'8' ` 14'8' 12' , 10• ' 21'8• ` 148 ' 12 ' 15'4' 5'8' ' 14'8' 21'8' 11'4' ' 9'8' J- We ' 20'4' 11'4' ' 9'8' ' 11'4' ' 9'8' '— 11'4 ' 918' ' 11'4• 10'4• 1125'e -- ' 10'4• HANGER SCHEDULE AHU 26 — 32 ® AGUS 26-2 — 32 / y - o3, NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" o.c. max. Trusses shall be handled with reasonable care during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION WIND SPEED: 170 MPH TYPE: MWFRS/C.C. DESIGN CRITERIA: ASCE 7/10 CATEGORY: 2 EXPOSURE: D :•• •�� I ••' • = V, wu�o , TR .,y TISS L0 r E 0 �01� �a9?999�1�950� SAN � 8 UNITS BUILDING # 2 oa�Do FLO"IDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORDRECERVED 'SAN 27 2014 FILE COPY,o Approved By: Date: CUSTOMER: HOME DYNAMICS C ) 'ATE 01 07 14 r"'` BY: K T "'L- 1/4"=l'—O" Sma. SIWV WATERSIDE PAGE: C'"n.- PALM BEACH LOT/BLOCK DWG N0. 14003F TCLL: 20 TCLL: TCDL: 15 TCDL: BCLL: 10 NON CC BCLL: BCDL: t0 BCDL: TOTAL: 55 TOTAL: ALLOWABLE 1.25 INCREASE ALLOWABLE INCREASE ' DEFLECTION 360/240 DEFLECTION V, wu�o , TR .,y TISS L0 r E 0 �01� �a9?999�1�950� SAN � 8 UNITS BUILDING # 2 oa�Do FLO"IDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORDRECERVED 'SAN 27 2014 FILE COPY,o Approved By: Date: CUSTOMER: HOME DYNAMICS C ) 'ATE 01 07 14 r"'` BY: K T "'L- 1/4"=l'—O" Sma. SIWV WATERSIDE PAGE: C'"n.- PALM BEACH LOT/BLOCK DWG N0. 14003F (CONTRACTOR :P41- PRIOR TO - INSTALLATION) (CONTRACTOR ELECTRICAL METER (CONTRACTOR ELECTRICAL METER (CONTRACTOR _ ELECTRICAL METER (CONTRACTOR — — — — — — — — — — - - — — — — — — — — — ELECTRICAL METER (CONTRACTOR ELECTRICAL METER RA TO VERIFY LOC. W/FP4L PRIOR TO TO VERIFY LOG. W/FP4L PRIOR TO ��`/�C--� — Ir0 VP�II=`? COQ l]T/F�B�fiI�R�� — TO VERIFY LOG. W/PP4L PRIOR TO INSTALLATION) INSTALLATION) INSTALLATION) ------------- INSTALLATION) — — — — — — — — _ ---- ---- -- __ `1 INSTALLATION) (——r- — — — ---------------------- ---_ _ 4tr II -I. - — H_�- I / I a pluo olum Lu OXI I I I i i I II / cAR GARAGE 2- GAR G ARAGE 2- CAR GARAGE 2 - CAP, GARAGE IED -m cLG. 6 IEDI-mI CLG. 2 - CAR GARAGE IED -m CLG. � I / ► I I I I j I I I j I , O.I D. OPENER — O.N.D. OPENER — ! — — — — — L — — — — — — — O.H.D. OPENER O.N.D.OPENER — ' O.ND.OP_EN_ER_— ' -----J L------- ----J L--------- --- -- r— L--------- -� -----� L--------- rt c I I -- --- �— GF I \ c� I I GI GFCI --,,\ \ GFGI \ \ \ \ \ \ \ FL. 2X4 \ \ FL. 2X4 \ \ FL. 2X4 \ \ FL. 2X4 \ LFL. 2X4 I I I ' I / / / I GFcI \\ GFCI id GFc( GFCI � � GFCI �n GFCI GFcI S�GFcI GFcI — — — — - -_—_— --- --- -- --- -- --- 6D GFGI ' -- --- -- -- TV II O GFCI f I 5p-----,_� TV � P R, � � � \''�.\ SAL O — — 50 �- O � 5m — 11 �\ � CUL I I \, GAL EWH I , O GAL I I GA \ EWH \. EWH \ RANGE/MIGRO. EWH \ ` - ----_- ANGcE/I" 1CR I \ — — — — \ — — — — — — — — / �CI \ — — — — \ GE 4T i�00M \ — — — KITCHEN / ccl \ — — — L ' G EAT ROOM 1 g1 -EDD cLG. G�EAT ROOM _ _ g - GLGO / EAT ROOM _ _ 181- GLCs. ! TO STAIR I 1 TO STAIR— G. GLG�. ' 1 9= GLCx. ! TO STAIR j — — 1 O I LIG�ITS �I--- O jNN Oo TOSTAIR L TOSTAIRLIG+�TS I LIGHTS-- em - \ I I / \ I I I 0 PRE -WIRE FOR Q - I I �\ I I I-�'�" I PRE -WIRE FOR I m Cs• G I=AN \ j ' 1 If I 1 PRE -WIRE FOR m G. / CEk Ii PRE -WIRE FOR m G. CEILINCz SAN i m LG. CEILING FAN j i / CEILING I=AN LIGHT Dwlt__ /-� '-k LIGHT -�, I .�" k LIGHT � — (X:/- / T / uP '-- I \ F / uP ® g UP p - UP I uP I CHIMES 1 '\ HIME .3 - 3 HIM _ - I S , 3 HNI E / 4 HIM GAT 06M ERit PININL5 DI IN f N I I g' - I I g -m cL I I c�Fcl gI_ m cLG 9' -EDD cL I f % CaIFCI 91_011 CL / 1 ! ' C�FGI EDD CL I 00- I TV I C� 0 4. BEAMS/SECTION 10-29-14 5. BUILDING DEPT COMM. 12-16-14 6, ELECTRICAL AS -BUILT 5-29-15 DINING 1-m" CLG. :NTR'' I II I € 00i II 1 00 k° \ I I I ° z O O I �`O I O II �-RE--WI—RE-FOR 900'O O KITCHEN I 4 CEILING FAN CLC. �GI LG. 1EDC_E L-IGHT (=117 --i8 \, � 9-m" NK �15PGGfTGHEN -m DINING — i w/D I SP w/D I SP I I DW I pW �. PI -I O i\ DlU — J ,�---�-�. � DW J I------�. G€ �. P O CFC( p / �" PN `i;% O° GFCI A.C.U. pB . A.G.U. ; \ HB. GFCI A.C.U. I DBI HB. GFGI A.C.U. I DBI W/ IS .' HB. I W/ IS C. W/ ISG HB. GFGI wfm UAO L WP I I WP Q I I I I A.c.u. I e II I I I 45 WP w/ DISC. ENTR�I' — — — — — ENTRY' ENTENENTRY', ELECTfRICAL FL4N I I I SCALE: 1/4II I I I I ROVfDE ARC FAULT CIRCUIT INTERiRUPTER5 NOTE-TH15 FLAN HAS BEEN REVIEWED PER HE 2008 EDITION OF NFPA -10 N I LAUNDRY ROOM 4 DINING ROOM TO BE ON ON ALL BEDROOMS, FAMIL-1- RM, DINING RM, LIVING, RM, PUBLICATION OF THE NATIONAL ELECTRICAL CODE (NEC) AND THE 2010 EDI 110 ITS OWN SMALL APPLIANCE CIRCUIT EN, SUNRM, RECREATION RM, WALL, OR SIMILAR- OF THE FLORIDA BUILDING CODE (FBC) ALL RECEPTACLE OUTLETS TO BE FER NEC 210-12 (A) (B) SPACED PER NEC 210.52 11.41-1- RACEWAYS AND PIPES SPACED IN OR THROUGH ANY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 5. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY CONCRETE SLAB SHALL BE SPACED A MINIMUM OF 3 DIAMETERS OF A 2008 NATIONAL ELECTRIC CODE AND SHALL COMPLY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. THE LARGEST RACEWAY. WITH ALL LOCAL RULES AND ORDINANCES, INCLUDING ro. ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO 2010 F.B.G. UNITS AND MAIN SERVICE, 12. PROVIDE GF.C.I. RECEPTACLE AT BATHROOMS, GARAGE, AND 1, PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND OUTSIDE RECEPTACLES. ALL RECEPTACLES IN BATHROOMS TO 2.1 S N TH NTE OF HES PL S T SHO EVERT MINOR UNION LABELS, WHERE APPLICABLE. COMPLY W/ N.E.C. 210-52(cl). DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO 13. USE GF.C.I. CIRCUIT BREAKERS ON GF.C.f. OUTLETS. FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL S. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. EXCLUDING CONTROL WIRING, ALL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR CIRCUITS SUPPLYING KITCHEN, DINING ROOM AND BREAKFAST AREA TO BE 14. SMOKE/C,4RBONMONOXIDE DETECTORS SHALL BE CONNECTED W EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. #12 A.W.G., AND GFCI PROTECTED. UNLE55 OTHERWISE NOTED, ALL AHEAD OF SWITCHING FOR BEDROOM LIGHTING CIRCUITS PER N.E.C. Z 3. PERFORM ALL WORK 5Y A LICENSED ELECTRICAL CONDUCTORS SHALL BE COPPER WITH THHW INSULATION. ROMEX IS 210-12 (A) AND (B). CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE ACCEPTABLE WHERE ALLOWED PER CODE. 15. SMOKE DETECTORS SHALL BE HARD WIRED 11OV W/ BATTERI' BACKUP. MULTIPLE DETECTORS SHALL BE INTERCONNECTED. (N.F.P.A. COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND 9. ALL RACEWAYS UNDERGROUND AND/OR LARGER THAN 211 IN CHAPTER S) ACCEPTED BSI' THE ARCHITECT AND/OR OWNER. DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 16 ALL BEDROOM CIRCUIT'S SUPPL�I'fNC-� OUTLETS SHALL BE 4, COORDINATE ALL WORK WITH OTHER TRADES TO AVOID 4O PVC. ALL OTHER RACEWAYS SHALL COMPLI' WITH GOVERNING AF.C.I. PROTECTED PER 2005 N.E.C. ARTICLE 210-12, INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. COPES. 1-1. PROVIDE 4" CLEARANCE AT AIR HANDLING UNIT ON ALL 10. MAIN ELECTRICAL SERVICE TO BUILDING TO BE UNDERGROUND. SIDES + 3011 CLEARANCE AT SERVICE SIDE �w PERT R . L 'V'ORY' 11"VOLVL:D O�4 THIS PERMIT SMALL OORFORif WITH ALL CITY OF C,O°fNTO;j AC, BUiiONO CODES. bate: ID - A -1d j \- ns: Date: G DEPT COMM. FBLTILDING 02-17-14 DEPT COMM. 03-13-14 REVISION 09-26-14 E EAS. DESIGNS. ARRANGEMENTS. AND PLANS INDICATED OR SENTED BY THIS DRAWING ARE OWNED BY. AND THE PROPERTY IS OFFICE. AND WERE CREATED. EVOLVED AND DEVELOPED FOR N, AND IN CONNECTION WITH THE SPECIFIC PROJECT. NONE IDEAS• DESIGNS, ARR41GEN MS, OR PIANS SHALL BE USED BY, ISCLOSED TO ANY PERSON. FIRM. OR CORPORATION FOR ANY OSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BALI N GROUP. INC. WRITTEN DIMENSIONS ON THESE DRAWINGS HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND ITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY TIONS FROM THE DIMENSIONS AND CONDI IONS SHOWN BY THESE INGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED IS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH THE CATION OF NEMS SO NOTED. Job No.: 023213 Date : 12-18-2013 No of Sheets : 20 Who RESIDENCE LOAD CALCULATIONS (UNIT "B") APPROXIMATE SQUARE FOOTAGE= 2,193 MIN. A.I.C. POS 22,000 AMPS 42 DESCRIPTION TOTAL LOAD GENERAL POWER & LIGHTING @ 2,193 SQ. FT. x 3 VOLT AMPERES 6.5 KVA (3) x SMALL APPLIANCE CIRCUITS @ 1,500 VOLT-AMPERES EACH 4.5 KVA (1) WASHERS 1.5 KVA (1) DRYER 5.0 KVA (1) RANGE 12.0 KVA (1) HOOD 1.0 KVA (1) DISHWASHERS 1.2 KVA (1) DISPOSALS 0.5 KVA (1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA (1) ELEC. HOT WATER HEATER 4.5 KVA TOTAL WHIRL POOL/DINING SMALL APPLIANCE INCLUDED A FIRST 10 KVA @ 100% 10.0 KVA REMAINDER @ 40% 127.9 KVAx .4) 11.16 KVA AIR CONDITIONING @ 65% 7.6 KVA TOTAL SERVICE 28.76 KVA SERVICE SIZE ( 26.76 KVA / 240V) 119.8 AMPS 37.9 KVA 200 AMP SERVICE MOUNT RECESSED TYPE LOAD CENTER VOLTS 120/240V 103W PANEL"B" (UNIT "B") MIN. A.I.C. POS 22,000 AMPS 42 12 CKTS QTY LOAD BRK'R WIRE COND. LOAD 1 1 GARAGE DR OPENER 20A/1P 12 1/2" 500 2 1 GARAGE/EXT RECEPTS 20A/1P 12 1/2" 540 3 1 PWDR/GAR/EXT/KITCH LTG 20A/1P 12 1/2" 800 4 1 PWDR RM RECEPT 20A/lP 12 - 400 5,7 1 WATER HEATER 30A/2P 10 3/4" 4500 6 1 REFRIG 20A/1P 12 - 1200 8 1 SMALL APPL 20A/1P 12 - 1500 9,11 1 RANGE 60A/2P 6 3/4" 12000 10 1 HOOD 20A/1P 12 - 1000 12 1 SMALL APPL 20A/1P 12 - 1500 13 1 DISHWASHER 20A/11? 12 - 1200 14 1 DIPOSAL 20A/1P 12 - 500 15 1 DINING RM SMLL APPL 20A/1P 12 - 1500 16 1 EXT/GREAT RM RECEPTS OA/1P 12 1/2" 900 17,19 1 Cu 30A/2P 10 3/4" (1) DISPOSALS 0.5 18 1 EXT/DIN/GREAT LTG 26A/1 12 1/2" 800 20 1 STAIR/BDRM 3 LTG 20A/1P 12 1/2" 755 21 1 STAIR/HALL/BDRM 3 RECEPTS 20A/1P 12 1/2" 1260 22 1 BDRM 2/M BDRM/ATTIC RECEPTS 15A/1P 14 - 1155 23 1 BDRM 2/BATH/M BDRM/ BATH LTG 15APP 14 - 1475 24 1 BATH RECEPT 20A/lP 12 - 400 25 1 WASHER 20A/lP 12 j 1/2" 1500 26,28 1 DRYER 30A/21P 10 3/4" 5000 27 1 M BDRM RECEPTS 15A/1P 14 - 1080 29 1 M BATH RECEPT 20APP 12 - 400 30,32 1 AHU 50A/2P 6 3/4"q200- 00 31 1 SMOKE DETECTORS A 12 - 41 - 33 - SPACE - - - - 34 - - - - - 35 - - - - - 36 - - - - - 37 - - - - - 38 - - - - - 39 - - - - - 40 - - - - - 41 - - - - - 42 - " A/C @ 65% = 3,250 TOTAL - A/C = 42,065 FIRST 10,000 WATTS @ 100%= 10,000 REMAINDER 32,065 @ 40% = 1 826 A/C @ 65% = 5,200 SUBTOTAL= 28,026 / 240v= 116.8 AMPS 4 # 3/0's THWN FEEDER SIZE 1 # 6 GND Cu CONDUIT SIZE 2" TOTAL 50 065 MOUNT RECESSED TYPE LOAD CENTER MIN. A.I.C. 22,000 AMPS VOLTS 120/240V 103W PANEL"A" (UNIT "A") POS 42 rvTe I nry I I nnn I BRK'R WIRE COND. LOAD W Z I I I - - - - - - - - - - - ELECTRICAL METER (CONTRACTOR ELECTRICAL METER (CONTRACTOR ELECTRICAL METER (CONTRACTOR _ -l'� VERIFY, Cb�W7FIL-i�Rlb2'�� - TO VERIFY LOC. W/FPkL PRIOR TO TO VERIF`t LOG. W/FP4L PRIOR TO INSTALLATION) INSTALLATION) - - - - - - -INSTALLATION)- ---------- _------- I -------------------- _H --- - __ - B - I \ I 3 dw gci I \ I LUOlufn N I / I way \ utU F lu 2 - CAR GARAGE ( 2 - CAR GARAGE 2 - CAR GARAGE I % 6 1m' -m" CLG. 6 ( ► \ im'-m" CLGc. 6 I ► im'-m" CLG. ► I I I I I I I j I I ! O.HD.OPENER -------J L----- O.H.D. OPENER -------J L------- O.H.D. -4-----J L ---- � I � GF I GFCI ' GFCI GFCI - \.\ j j I 2X4 FL. / 2X4 FL. FL. 2X4 \ \ i I \ \ I \ I GFGI I GFCI 4! GFGI 'Iq c-FCI GFc TV "�-� � IIri --- --- II � O - -CECT --- _ �, fid. �m �m P REF. �m CxC REF 5m I ( GAL GAL I I CACI GAL O°° 0 I I GAL i O O EWH j EWH EWH I EWH RANGE/MICRO. /' ; RANGE/MIGR c�FCI I - - - - / _ I KITCHEN / L \ KITCHEN GREAT RO 6 M i 9'-a_, G. - -, l - ' I 0.z O TO STAIR 70 STAIR 1 TO STAIR TO STAIR O �� ,' I I ! - - LIGHTS O^-1 \ - - LIGHTS LIGHTS I I ( ct)c0 LIGHTS f j I P, C� PRE -WIRE FOR 1 g' '-ml 1 1 i DW I I Ly CEILING FAN ' I ; DW _ `f 4 LICsHt --�.,' ` I. C / I I l \ Ff-H UP (I__ UP UP H UP F De CHIMES \ / / r-1 I I \ r 47 ROOM \ \ GREAT %DOM j CLG. / ; III INING 9'-m" G.GF g' \� , \ i �,� i � i ►► i TV I 000 I S I TV OO U II D O O I u�t I CEILING FAN \71PRE-WIRE FOR i PRE -WIRE FOR i O O z / KITCHEN / j 4 LIGHT I' DINING CEILING ING AN ; GF I <[ 9 -m CLG. ' 9 -m CLG. (� DINING ----- 9'-m" CLG. / /_--_-------_., / WAD ISP TTT I DW NIT ,.A.. I L GFCI 0 ITT, PH _- \ \ F'r qp A.G.U. • DS A.G.U. W/ I . I W/ ISC. WP H B. ( I WCPI H.5. A GFGI H.B. WP- - - - - - - - - - - - - - - - - - A .u. ENTR`I' ENTRi' W DISC_ H F F*NEMA 3-R ENCLOSURE A fRT I AL F l fR5 T F L O O K L C TF� I C A L FLAN. EXTERIOR INTERIOR J.�fE. 1/411 _ )'- TTI I 6 I v 1 V 1 GARAGE DR OPENER 20A/lP 12 1/2" 500 RESIDENCE LOAD CALCULATIONS (U ) 09-26-14 20A/1P 2 1 GARAGE/EXT RECEPTS 20A/1P 12 1/2" 360 APPROXIMATE SQUARE FOOTAGE = 2,061 12 1/2" 3 1 PWDR/GAR/EXT LTG 20A/lP 12 1/2" 500 DESCRIPTION TOTAL LOAD 4 1 PWDR RM RECEPT 20A/1P 12 - 400 GENERAL POWER &ILIGHTING @ 2,061 SQ. FT. x 3 VOLT AMPERES 6.2 KVA 5,7 1 WATER HEATER 30A/2P 10 3/4" 4500 (3) xSMALL APPLIANCECIRCUITS @1,500 VOLT-AMPERES EACH 4.5 KVA (1) WASHERS 1.5 KVA 6 1 REFRIG 20A/lP 12 - 1200 ( 1) DRYER 5.0 KVA 8 1 SMALL APPL 20A/1P 12 - 1500 (1) RANGE 12.0 KVA 9111 1 RANGE 60A/2P 6 3/4" 12000 (1) HOOD 1.0 KVA 10 1 HOOD 20A/1P 12 - 1000 (1) DISHWASHERS 1.2 KVA (1) DISPOSALS 0.5 KVA 12 1 SMALL APPL 20A/1P 12 - 1500 (1) REFRIGERATORS/ FREEZER/ WINE/ ICE 1.2 KVA 13 1 DISHWASHER 20A/lP 12 - 1200 (1) ELEC. HOT WATER HEATER 4.5 KVA 14 1 DIPOSAL 20A/lP 12 - 500 TOTAL HIRL POOL/DINING SMALL APPLIANCE INCLUDED Q 10.0 KVA FIRST 10 KVA 10 37.6 KVA 15 1 DINING RM SMLL APPL 20A/1P 12 - 1500 16 1 EXT/GREAT RM RECEPTS 0A/1P 12 1/2" 1080 17,19 1 CU 25A/2P 8 3/4" 4032 18 1 EXT/DIN/GREAT/KITCH LTG 20A/ 12 1/2" 1025 20 1 EXT/STAIR/BDRM 3 LTG 20A/1P 12 1/2" 1200 REMAINDER @ 40% (27.6 KVAx.41 11.04 Kva 200 AMP SERVICE AIR CONDITIONING@65% 4.4 KVA 21 1 STAIR/HALL/EXT/BDRM 3 RECEPTS 20A/1P 12 1/2" 10$0 TOTAL SERVICE 25.44 KVA 22 1 BDRM 2/M BDRM/ATTIC RECEPTS 15A/1P 14 - 1260 SERVICE SIZE (25.44 KVA / 240V) 106.0 AMPS 23 1 BURM 2/13A I H/M bURM/ 13A I H L I 11 ISA/ Ir 14 - ILVV 03-13-14 24 1 BATH RECEPT 09-26-14 20A/1P 12 - 400 ELECTRIC METER 25 1 WASHER 20A/1P 12 1/2" 1500 TES: 6,28 1 DRYER A/C DISCONNECT 30A/2P 10 3/4" 5000 220 VOLT RECEPTACLE No 27 1 M BDRM RECEPTS 15A/1P 14 - 720 -LL ELECTRICAL SERVICE ENTRANCE QUIPMENT TO HAVE MIN. A.I.C. RATING 29 1 M BATH RECEPT 20A/1P 12 - 400 OF 22,000 AMPS AND BE NEMA -3R RATED. QUADPLEX OUTLET 0,32 1 AHU MINI RECESSED LIGHT FIXTURE 30A/2P 10 3/4" 5000 VAPOR PROOF RECESSED FIXTURE - ALL ELECTRICAL EQUIPMENT AND WIRE 31 1 SMOKE DETECTORS A/ _ d u.CL. RATED (l0 15°C CONTINUOUS DUTY. 33 - SPACE TELEPHONE JACK - - - - TELEVISION JACK PRIOR TO CONSTRUCTION, THE ELECTRICAL FLOOD LIGHTS 34 - 0 - - - - CONTRACTOR SHALL COORDINATE THE O EXHAUST FAN 4& WALL SWITCH ELECTRICAL SERVICE WITH THE FP&L 3 -WAY WALL SWITCH 35 - CARBON MONOXIDE/SMOKE DETECTOR _ _ _ - HANGING LIGHT FIXTURE REPRESENTATIVE. THE CONTRACTOR SHALL -40 36 - FLOOR OUTLETS TO BE LOCATED BEFORE - - - - NOTIFY THE ENGINEER OF ANY CHANGES 37 - " LOCATION. _ _ _ _ REQUIRED. 38 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 39 - - - _ EDITION OF THE NATIONAL 40 - - - - - ELECTRICAL CODE, 2010 EDITION OF NFPA 101, 2010 41 - - - - - EDITION OF NFPA 72, 2010 EDITION OF FBC. 42 - - - - - TOTAL 46,725 TOTAL - A/C = 41,725 FIRST 10,000 WATTS @ 100%= 10,000 REMAINDER 31,725 @40% = 12 690 A/C @ 65% = 3,250 SUBTOTAL= 25,954 / 240v= 108.08 AMPS 4 # 3/0's THWN FEEDER SIZE 1 # 6 GND Cu CONDUIT SIZE 2" 3 # a/0'S 1#6GND THWN CU 2"C FPL 1m 3w METER 2p-C.6.20OA f9. 3 # 3/0'S THWN CU 2" C. GRADE TO FPL 1 if 1/0 120/240V Cu 103w BONDTO 1 # 4- . C.W.P. AND TO FOUNDATION STEEL = 5/8" OxlOFT NOTE: SEE PANEL SCHEDULES FOR A/C ELECTRICAL DISCONNECTS AND WIRE SIZES. NOTE: PROVIDE INTERSYSTEM BOND TERMINATION PER NE.C. 250.94. TYP. ELECTRICAL RISER DIAGRAM FOR EACH UNIT NOT TO SCALE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL ELECTRICAL CODE, 2010 EDITION OF NFPA 101, 2010 EDITION OF NFPA 72, 2010 EDITION OF FBC. Lu z 4. BEAMS/SECTION 10-29-14 5. BUILDING DEPT COMM. 12-16-14 6. ELECTRICAL AS -BUILT 5-29-15 - - - - - - - - ELECTRICAL METER (CONTRACTOR _ 'f O �IF� -COCA C�/F�E�fiSRI�T� -_------------- INSTALLATION) I L 3 Ru, 2 - CAP, GARAGE �� 6 � II % I ' I I I -- _---- O.I-I_D.OPENER------J CaF I I FL. 2X4 \ f , I ! I \ !ri GFCI C.aFCI TV \ \ I Gi EAT DOOM \ / - - s_- cLGO i O I -m G) ( I PRE -WIRE FOR ' / CEILING FAN / it ICsHt�-� 3 HIM S / I � DIN IN " I I -011 GL I C�FCf I II i O 0 - Lu Lu KITCHEN ,\ z O O \ 9'-m" CLG. CI I W/D ISP I ' DW y TE, 1 7111 � �] a ------� H.B. WPGI I Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. BUILDING DEPT COMM. 03-13-14 3, OWNER REVISION 09-26-14 FLUORESCENT LIGHT FIXTURE g ELECTRIC METER 0 ELECTRIC PANEL WALL MOUNTED FIXTURE =]-J A/C DISCONNECT JUNCTION BOX ® 220 VOLT RECEPTACLE p,C PULL CORD FIXTURE DUPLEX OUTLET QUADPLEX OUTLET MINI RECESSED LIGHT FIXTURE DUPLEX OUTLET - HALF SWITCHED V.P. VAPOR PROOF RECESSED FIXTURE DUPLEX OUTLET - FLOOR MOUNTED W.P. C-c.F.C.I WEATHER PROOF DUPLEX OUTLET u.CL. UNDER CABINET FLUORESCENT LIGHT APH TELEPHONE JACK A.C.L. ABOVE CABINET FLUORESCENT LIGHT TV TELEVISION JACK FLOOD LIGHTS 0 CENTRAL VAC. HOSE OUTLET EF O EXHAUST FAN 4& WALL SWITCH AV 3 -WAY WALL SWITCH SD CARBON MONOXIDE/SMOKE DETECTOR AV 4 -WAY WALL SWITCH x 0 HANGING LIGHT FIXTURE -40 DIMMER WALL SWITCH FLOOR OUTLETS TO BE LOCATED BEFORE 0- PUSH BUTTON SWITCH CEILING FAN SLAB IS POURED. BUILDER TO VERIFY FINAL LOCATION. Lu z 4. BEAMS/SECTION 10-29-14 5. BUILDING DEPT COMM. 12-16-14 6. ELECTRICAL AS -BUILT 5-29-15 - - - - - - - - ELECTRICAL METER (CONTRACTOR _ 'f O �IF� -COCA C�/F�E�fiSRI�T� -_------------- INSTALLATION) I L 3 Ru, 2 - CAP, GARAGE �� 6 � II % I ' I I I -- _---- O.I-I_D.OPENER------J CaF I I FL. 2X4 \ f , I ! I \ !ri GFCI C.aFCI TV \ \ I Gi EAT DOOM \ / - - s_- cLGO i O I -m G) ( I PRE -WIRE FOR ' / CEILING FAN / it ICsHt�-� 3 HIM S / I � DIN IN " I I -011 GL I C�FCf I II i O 0 - Lu Lu KITCHEN ,\ z O O \ 9'-m" CLG. CI I W/D ISP I ' DW y TE, 1 7111 � �] a ------� H.B. WPGI I Revisions: Date: 1. BUILDING DEPT COMM. 02-17-14 2. BUILDING DEPT COMM. 03-13-14 3, OWNER REVISION 09-26-14 AND PLANS INDICATED OR OWNED BY, AND THE PROPERTY EVOLVED AND DEVELOPED FOR 1E SPECIFlC PROJECT. NONE OF i, OR PLANS SHALL BE USED BY, OR CORPORATION FOR ANY Y AND BE RESPONSIBLE FOR ON THE JOB, AND THIS OFFIC FROM THE DIMENSIONS AND Cl SHOP DETAILS OF ADEQUATE FIDE FOR APPROVAL BEFORE P I OF ITEMS SO NOTED. A Job No.: 023213 Date : 12-18-2013 No of Sheets : 20 n2020VM5 .......... 2015 REVISION -FILE COPY BUILDING DIVISION 102 PAUL E. HJ%LAR, 02158,%H 1280 HEATHE Off®{ ;I)GE DUNEDIN, FL. (7,27) 738-91 pp :