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DRAWINGS441011 .__y_ r- + .. ......_. t+7 _..._..._.._._. ..:...... 11) 7'- N r -I ..._..__ ri r -q _ ._._ .._ O r..i ......... .. ....__ C 1N O _........ _ ............ 00 O .... . .:. ..... L\ O _.... .._ '7 ' O __.._.._ 7 � O ......... .. j � O ......_ _ O ......... ...... O _ _ _ _ tc) O _ _ _ O _ _ O _ N O _ __ _ r-'4 O _ __ _ t f) r--, _ _ C� r-1 F--, d T = a a o_ T ■- as as a A - C G O a1 a. N O .� J7 :9 = d = o PLACEMENT DIAGRAM IS TO J7 J7 o: d •- V _ --� ._ �- •_ o 21 011 L 21 0" L 1 �1 20 21 011 21 011 ` G 21 011 21 011 L 21 011 G N - � r.., I �� 20 1 1I 20 1 I1 20 1 11 20 1 �1 20 � fl 20 ® a DRAWINGS FOR cJ1 s L a a a cJ1 CJ3 m CJ3 CJ5 & ERECTION DETAILS REFER 1 CJ5 J� TO BCSI-03 A D/OR ENGINEER OF RECORD.. a � N � d � � s J7 J�f N __ •__ o d .__ C 3 m J7 n J/ m 71011 0 71011 ,a- J/ FLOOR o .c _CD .0 L 1V m C G i N .�. = O J L m 67 O. 'Q N •- a/yw O 20 0 ASCE 7-10 It Q. It - J7 Q® J7 J� cza J7 N ,I .E J7t i J _ _. - an m = �► 3 � y L .c OC THD26 Q � •� ii v m N- o a OK v , L D a o REPRESENTS THE LEFT SIDE OF _ a O � 3 ai CD C" c m EACH TRUSS DRAWING OD m J7 ® J d T = a a o_ T ■- as as a A - C G O a1 a. N O .� J7 :9 = d = o PLACEMENT DIAGRAM IS TO J7 J7 o: d •- V _ --� ._ �- •_ o VM02 O a. -H •p N �j J7 I J7 STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. VM04 .d d y •� a c a d 4i~ O O J7 ff C y L_ t N ,I .E J7t i J 315/1611 HEEL r 13. cn!gV N �- 00 DEAD LOAD 10 0 ENCLOSED m a N .=e do G TOTAL LOAD 40 0 FBC - 2014 y d i N C C . N z DURATION FACTOR 1.25 0 TPI - 2007 12 REV DATE BY REMARKS y= a S !� Q a N Q O •C N a W W rn a a L o ';5 67 _-- = a- �-�_ ---/--/-___ - - AS o _-CM�o�;� I is �3 Q .� c c •� ... a s CD w N •Q: C N O m .� L ai a 3 -a N c '> W ..--/--/---" C d O — O..G W c O = G vi N � _ -O � O.. C C ._ —_ .N iy > LO ^ c 3 C m m c N d It is understood thEit above = -EB" 2LL = a N ❑a H c v; �� C C'conditions have bee reviewed APPROVED o a c m o N & are acceptable for the a fabrication at trussesAPPROVED AS NOTED, L o O D elevations, pitches, overhangs, o _ 3 3 a REVISE AND RESUBMIT 1 ! O�! fascias,ceili g N o elevations/pitches bearing d PLUMB CUT CANTILEVER REJECTED conditions & all detai pertaining a.._ to this truss placeme t plan. No s back charges will b � : W accepted ~ ^ N DATE ._ = c CM D TYPICAL END DETAIL without previous written = r approval from an -1 Roof e = a V L d d c Q Trusses representative. REVIEWED BY N y o = 3 0 PLAN DATE ARCH: STRUCT: /"/-___ s e c a d1D a ga rn. _ 8 C3 W G y •a1 � O '� CUSTOMER SUNNY S UTH CONSTRUCTION a °' L -a •- ,t C2 CM a_ L .. T JOB NAME 1100 N IST D a V a -a !- N d r= C •_ -a y, s —CD L O N = O OC C C � Gf rte•. C C rt•. _ D O y d O Q LOCATION PALMSEICHCOUN7Y C 3i .0 G7 y N __ -D O :E G N = i L COMMNTY N y O G O d O /LOT # �� N .00 - •. m c H EDigitally signed by Manuel Martinez ao n n I Representative, ou=M AND E ASSOCIATES P. DN: c=US, o=ldenTrust ACES Business Y, N =i Oi -a O O 3 6f ' cn=Manuel Martinez, BLDG BLDG s_ Martinez 0.9.2342.19200300.100.1.1=A010980000001 4CIj YPE # c •� s •� c _3 •L- FE 20 8:54 -05'00'-12 CD JOB # 63857 MASTER o N a o o y No 0'47182 DRAWN SCALE a DATE 1/24/ 016OF Wf a .� o Lw y N 3 L D c j o A 7f 0000 6100 00 01.4b 6e tc dl ca 69 lc tQ 36 CLAREA CALL � oe e _�� ��p� a V rn a- 3 m o N ... FLOOR 0 ftz � a T ,__ � .� _ ,�{ jj jj }}ff ¢ {��1 ¢�� y4 p�3 (1 1.11L WORK ifs` VOL. "' ED 01h! ) t iS "1 1 dJ 1 C 49�V S6 3�e N Q a C L c _a 1Tf ALL U Y OF OYN €#.:I m p ROOF 2229.99 ftz ■� a d L = s TRUSSES W_X�a��- D D o �3 FASCIA 192.33 LL »- Y �. � .. __.�' i s J 1 J �j� HIP LINE 143.84 ft a o s o o A FLORIDA CORPORATION VALLEY LINE 39.96 ft Ph 772-4 9-1010 / Fax 772-409-1015 _ o o o _ *SHEETING AREA UNDER VALLEY TRUSSES AND H WASTE MATERIAL NOT INCLUDED= cL = O- O = L h' ://www.a 1 truss. " N L - *`-BCDR TO VERIFY CALCULATIONS c `•- � -= a _ _. - an m = �► 3 � y L .c OC THD26 Q � •� ii v m N- o a OK v , L D a o REPRESENTS THE LEFT SIDE OF _ a O � 3 ai CD C" c m EACH TRUSS DRAWING OD THD28 N L ® HJC26 d T = a a o_ T ■- as as a A JUS24O C G O a1 a. N O .� NOTE: THIS TRUSS :9 = d = o PLACEMENT DIAGRAM IS TO SHOW TRUSS D. AND TRUSS LOCATION ONLY. o: d •- V _ --� ._ �- •_ o O a. -H •p N THE BUILDING DESIGNER IS REPSONSIBLE FOR THE N STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. c - L D a o .d d y •� a c a d 4i~ O O REFER TO THE INDIVIDUAL. TRUSS ENGINEERING C y L_ t ® a DRAWINGS FOR GRAVITY AND UPLIFT LOADS. s L a a a d m FOR BRACING & ERECTION DETAILS REFER d a o = o TO BCSI-03 A D/OR ENGINEER OF RECORD.. a � N � d � � s ® _ _ _ __ •__ o d .__ C 3 m m O ,a- ROOF FLOOR o .c _CD .0 L 1V 315/1611 HEEL r 13. cn!gV N �- 00 DEAD LOAD 10 0 ENCLOSED m a N .=e do G TOTAL LOAD 40 0 FBC - 2014 y d i N C C . N z DURATION FACTOR 1.25 0 TPI - 2007 12 REV DATE BY REMARKS y= a S !� Q a N Q O •C N a W W rn a a L o ';5 67 _-- = a- �-�_ ---/--/-___ - - AS o _-CM�o�;� I is �3 Q .� c c •� ... a s CD w N •Q: C N O m .� L ai a 3 -a N c '> W ..--/--/---" C d O — O..G W c O = G vi N � _ -O � O.. C C ._ —_ .N iy > LO ^ c 3 C m m c N d It is understood thEit above = -EB" 2LL = a N ❑a H c v; �� C C'conditions have bee reviewed APPROVED o a c m o N & are acceptable for the a fabrication at trussesAPPROVED AS NOTED, L o O D elevations, pitches, overhangs, o _ 3 3 a REVISE AND RESUBMIT 1 ! O�! fascias,ceili g N o elevations/pitches bearing d PLUMB CUT CANTILEVER REJECTED conditions & all detai pertaining a.._ to this truss placeme t plan. No s back charges will b � : W accepted ~ ^ N DATE ._ = c CM D TYPICAL END DETAIL without previous written = r approval from an -1 Roof e = a V L d d c Q Trusses representative. REVIEWED BY N y o = 3 0 PLAN DATE ARCH: STRUCT: /"/-___ s e c a d1D a ga rn. _ 8 C3 W G y •a1 � O '� CUSTOMER SUNNY S UTH CONSTRUCTION a °' L -a •- ,t C2 CM a_ L .. T JOB NAME 1100 N IST D a V a -a !- N d r= C •_ -a y, s —CD L O N = O OC C C � Gf rte•. C C rt•. _ D O y d O Q LOCATION PALMSEICHCOUN7Y C 3i .0 G7 y N __ -D O :E G N = i L COMMNTY N y O G O d O /LOT # �� N .00 - •. m c H EDigitally signed by Manuel Martinez ao n n I Representative, ou=M AND E ASSOCIATES P. DN: c=US, o=ldenTrust ACES Business Y, N =i Oi -a O O 3 6f ' cn=Manuel Martinez, BLDG BLDG s_ Martinez 0.9.2342.19200300.100.1.1=A010980000001 4CIj YPE # c •� s •� c _3 •L- FE 20 8:54 -05'00'-12 CD JOB # 63857 MASTER o N a o o y No 0'47182 DRAWN SCALE a DATE 1/24/ 016OF Wf a .� o Lw y N 3 L D c j o A 7f 0000 6100 00 01.4b 6e tc dl ca 69 lc tQ 36 CLAREA CALL � oe e _�� ��p� a V rn a- 3 m o N ... FLOOR 0 ftz � a T ,__ � .� _ ,�{ jj jj }}ff ¢ {��1 ¢�� y4 p�3 (1 1.11L WORK ifs` VOL. "' ED 01h! ) t iS "1 1 dJ 1 C 49�V S6 3�e N Q a C L c _a 1Tf ALL U Y OF OYN €#.:I m p ROOF 2229.99 ftz ■� a d L = s TRUSSES W_X�a��- D D o �3 FASCIA 192.33 LL »- Y �. � .. __.�' i s J 1 J �j� HIP LINE 143.84 ft a o s o o A FLORIDA CORPORATION VALLEY LINE 39.96 ft Ph 772-4 9-1010 / Fax 772-409-1015 _ o o o _ *SHEETING AREA UNDER VALLEY TRUSSES AND H WASTE MATERIAL NOT INCLUDED= cL = O- O = L h' ://www.a 1 truss. " N L - *`-BCDR TO VERIFY CALCULATIONS c `•- � -= a _ _. - an m = �► 3 � y L .c OC THD26 Q � •� ii v m N- o a OK MUS26 REPRESENTS THE LEFT SIDE OF CD C" c m EACH TRUSS DRAWING OD THD28 ® HJC26 d T = a A JUS24O H THD46 ® THD26-2 O a. -H •p N .d d y •� a c N V N -a 67 OF © JUS26 ® MSH422 31 Q d N v ~, a ..�•. c .� a o m 315/1611 HEEL r 13. cn!gV N �- 00 DEAD LOAD 10 0 ENCLOSED m a N .=e do G TOTAL LOAD 40 0 FBC - 2014 y d i N C C . N z DURATION FACTOR 1.25 0 TPI - 2007 12 REV DATE BY REMARKS y= a S !� Q a N Q O •C N a W W rn a a L o ';5 67 _-- = a- �-�_ ---/--/-___ - - AS o _-CM�o�;� I is �3 Q .� c c •� ... a s CD w N •Q: C N O m .� L ai a 3 -a N c '> W ..--/--/---" C d O — O..G W c O = G vi N � _ -O � O.. C C ._ —_ .N iy > LO ^ c 3 C m m c N d It is understood thEit above = -EB" 2LL = a N ❑a H c v; �� C C'conditions have bee reviewed APPROVED o a c m o N & are acceptable for the a fabrication at trussesAPPROVED AS NOTED, L o O D elevations, pitches, overhangs, o _ 3 3 a REVISE AND RESUBMIT 1 ! O�! fascias,ceili g N o elevations/pitches bearing d PLUMB CUT CANTILEVER REJECTED conditions & all detai pertaining a.._ to this truss placeme t plan. No s back charges will b � : W accepted ~ ^ N DATE ._ = c CM D TYPICAL END DETAIL without previous written = r approval from an -1 Roof e = a V L d d c Q Trusses representative. REVIEWED BY N y o = 3 0 PLAN DATE ARCH: STRUCT: /"/-___ s e c a d1D a ga rn. _ 8 C3 W G y •a1 � O '� CUSTOMER SUNNY S UTH CONSTRUCTION a °' L -a •- ,t C2 CM a_ L .. T JOB NAME 1100 N IST D a V a -a !- N d r= C •_ -a y, s —CD L O N = O OC C C � Gf rte•. C C rt•. _ D O y d O Q LOCATION PALMSEICHCOUN7Y C 3i .0 G7 y N __ -D O :E G N = i L COMMNTY N y O G O d O /LOT # �� N .00 - •. m c H EDigitally signed by Manuel Martinez ao n n I Representative, ou=M AND E ASSOCIATES P. DN: c=US, o=ldenTrust ACES Business Y, N =i Oi -a O O 3 6f ' cn=Manuel Martinez, BLDG BLDG s_ Martinez 0.9.2342.19200300.100.1.1=A010980000001 4CIj YPE # c •� s •� c _3 •L- FE 20 8:54 -05'00'-12 CD JOB # 63857 MASTER o N a o o y No 0'47182 DRAWN SCALE a DATE 1/24/ 016OF Wf a .� o Lw y N 3 L D c j o A 7f 0000 6100 00 01.4b 6e tc dl ca 69 lc tQ 36 CLAREA CALL � oe e _�� ��p� a V rn a- 3 m o N ... FLOOR 0 ftz � a T ,__ � .� _ ,�{ jj jj }}ff ¢ {��1 ¢�� y4 p�3 (1 1.11L WORK ifs` VOL. "' ED 01h! ) t iS "1 1 dJ 1 C 49�V S6 3�e N Q a C L c _a 1Tf ALL U Y OF OYN €#.:I m p ROOF 2229.99 ftz ■� a d L = s TRUSSES W_X�a��- D D o �3 FASCIA 192.33 LL »- Y �. � .. __.�' i s J 1 J �j� HIP LINE 143.84 ft a o s o o A FLORIDA CORPORATION VALLEY LINE 39.96 ft Ph 772-4 9-1010 / Fax 772-409-1015 _ o o o _ *SHEETING AREA UNDER VALLEY TRUSSES AND H WASTE MATERIAL NOT INCLUDED= cL = O- O = L h' ://www.a 1 truss. " N L - *`-BCDR TO VERIFY CALCULATIONS c `•- � -= a OC THD26 OK MUS26 CD C" c m OD THD28 ® HJC26 d T = a ® THD26-2 O a. -H •p N .d d y •� a c N V N -a 67 OF THD28-2 31 Q d N v ~, a ..�•. c .� a o m G JUS46 ® _ _ _ __ •__ o d .__ O LOADING ROOF FLOOR WIND LOAD m C G i N .�. = O L m 67 O. 'Q N •- a/yw LIVE LOAD 20 0 ASCE 7-10 It Q. It a �; o •� N N ` y C C 3 Q® cza DEAD LOAD 10 0 170 MPH EXP B ® LIVE LOAD 10* 0 CATEGORY II o n a 315/1611 HEEL r 13. cn!gV N �- 00 DEAD LOAD 10 0 ENCLOSED m a N .=e do G TOTAL LOAD 40 0 FBC - 2014 y d i N C C . N z DURATION FACTOR 1.25 0 TPI - 2007 12 REV DATE BY REMARKS y= a S !� Q a N Q O •C N a W W rn a a L o ';5 67 _-- = a- �-�_ ---/--/-___ - - AS o _-CM�o�;� I is �3 Q .� c c •� ... a s CD w N •Q: C N O m .� L ai a 3 -a N c '> W ..--/--/---" C d O — O..G W c O = G vi N � _ -O � O.. C C ._ —_ .N iy > LO ^ c 3 C m m c N d It is understood thEit above = -EB" 2LL = a N ❑a H c v; �� C C'conditions have bee reviewed APPROVED o a c m o N & are acceptable for the a fabrication at trussesAPPROVED AS NOTED, L o O D elevations, pitches, overhangs, o _ 3 3 a REVISE AND RESUBMIT 1 ! O�! fascias,ceili g N o elevations/pitches bearing d PLUMB CUT CANTILEVER REJECTED conditions & all detai pertaining a.._ to this truss placeme t plan. No s back charges will b � : W accepted ~ ^ N DATE ._ = c CM D TYPICAL END DETAIL without previous written = r approval from an -1 Roof e = a V L d d c Q Trusses representative. REVIEWED BY N y o = 3 0 PLAN DATE ARCH: STRUCT: /"/-___ s e c a d1D a ga rn. _ 8 C3 W G y •a1 � O '� CUSTOMER SUNNY S UTH CONSTRUCTION a °' L -a •- ,t C2 CM a_ L .. T JOB NAME 1100 N IST D a V a -a !- N d r= C •_ -a y, s —CD L O N = O OC C C � Gf rte•. C C rt•. _ D O y d O Q LOCATION PALMSEICHCOUN7Y C 3i .0 G7 y N __ -D O :E G N = i L COMMNTY N y O G O d O /LOT # �� N .00 - •. m c H EDigitally signed by Manuel Martinez ao n n I Representative, ou=M AND E ASSOCIATES P. DN: c=US, o=ldenTrust ACES Business Y, N =i Oi -a O O 3 6f ' cn=Manuel Martinez, BLDG BLDG s_ Martinez 0.9.2342.19200300.100.1.1=A010980000001 4CIj YPE # c •� s •� c _3 •L- FE 20 8:54 -05'00'-12 CD JOB # 63857 MASTER o N a o o y No 0'47182 DRAWN SCALE a DATE 1/24/ 016OF Wf a .� o Lw y N 3 L D c j o A 7f 0000 6100 00 01.4b 6e tc dl ca 69 lc tQ 36 CLAREA CALL � oe e _�� ��p� a V rn a- 3 m o N ... FLOOR 0 ftz � a T ,__ � .� _ ,�{ jj jj }}ff ¢ {��1 ¢�� y4 p�3 (1 1.11L WORK ifs` VOL. "' ED 01h! ) t iS "1 1 dJ 1 C 49�V S6 3�e N Q a C L c _a 1Tf ALL U Y OF OYN €#.:I m p ROOF 2229.99 ftz ■� a d L = s TRUSSES W_X�a��- D D o �3 FASCIA 192.33 LL »- Y �. � .. __.�' i s J 1 J �j� HIP LINE 143.84 ft a o s o o A FLORIDA CORPORATION VALLEY LINE 39.96 ft Ph 772-4 9-1010 / Fax 772-409-1015 _ o o o _ *SHEETING AREA UNDER VALLEY TRUSSES AND H WASTE MATERIAL NOT INCLUDED= cL = O- O = L h' ://www.a 1 truss. " N L - *`-BCDR TO VERIFY CALCULATIONS c `•- � -= a © COPYRIGHT 2015 O'BRIEN, SUI TER & O'BRIEN, INC. = CENTERLINE .A. = CENTRAL ANGLE R. = 5/8" IRON ROD WITH CAP #LB 353 = OVERI-EAD UTILITY LINES 23.93 = ELEVATION BASED ON NATIONAL EODETIC VERTICAL DATUM 1929. SOURCE LORIDA GEOLOGICAL SURVEY BENCH MARK DELRAY NORTH BASE RM—i' LOOD ZONE: C LOT 1, BLOCK 3, POINCIANA 1EIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 183, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. Z -163a MAP OF BOUNDARY SURVEY S1 TE ADDRESS• 1100 N. W. 1ST STREET BOYNTON BEACH, FLORIDA 33435 I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE UNIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027, FLORIDA STATUTES `" Ft,,,, PAUL D. ENGLE�: NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR 8c M PPR708,' THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION IL B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 955 N. W. 17TH AVENUE, SUITE K-1, DEL RAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SURVEY 2 LOCATED - LOCA�LMTS OF SCALE 1 - � OCTOBER 16, 2015 ►YOG10 FORMS " ' FIELD BOOK PAGE N0. ORDER NO.- B.176 31 15-102a 8 © COPYRIGHT 2015 O'BRIEN, SUITER & O'BRIEN, INC. Ii LEGEND: = CENTERLIAE C.A. = CENTRAL ANGLE I.R. = 5/8" IRON ROD WITH CAP #LB 353 = OVERhEAD UTILITY LINES. +23.93 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DATUW 1929 SOURCE FLORIDA GEOLOGICAL SURVEY BENCH MARK "DELRAY NORTH BASE RN -1" FLOOD ZONE. C CONC = CONCRETE "! WU = WATER h ETER DESCRIPTION. - LOT 1,, BLOCK 3, POINCIANA hEIGHTS, ACCORDING TO TIS PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 183, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MAP OF BOUNDARY SURVEY SITE ADDRESS: 1100 N. W. ST STREET BOYNTON BEACH, FLORIDA 3343,5,;. •...;° I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RE SPQ +SIEtFTAR -F AND MEETS THE MIMMUM TECMJICAL STANDARDS AS SET FORTH BY Jt'FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,! <i7 FLORIDA; . ADb�NISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STA;' S PAUL D. ENGLf/ NOT VALID WITHOUT TIE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AMID MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATIONLB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. PAUL D. ENGLE 955 N.W. 17TH AVENUE, SUITE K-1, DEL RAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF SURVEY REVISED 213/16 — LOCATED LUIS OF SCALE: OCTOBER 16, 2015 wOo� FO 1" = 10' REVISES• 6/22/16 — FWAL AS-3ULT FM BOOK PAIS NO ORDER NO» B.176 31 15 --Mc 8 N O h GENERAL NOTES: COPYRIGHT 2009 1. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014' AS ADOPTED BY THE CI11' OF BIWON BEACH AS APPU04BLE AND ALL APPUCABLE AMENDMENTS Z OCCUPANCY IS RESIDENTIAL R-3., CONSTRUCTION TYPE 5B 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS: 4< WALL AND CEILING FINISHES SWILL HAVE A SMOKE DEVELOPMENT INDEX OF NOT GREATER THAN 450 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHILL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE. ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECrmY ADDRESSED ON THE PLANS AND NOTES 6. BLRLDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE 17EMS WHICH , WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING 01 Z BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-S7RUC7URAL MEMBERS DURING CONSTRUCTION. 8. TERMITE 7REATMENT SWILL COMPLY WITH F:B.L : 3D1.Z 1. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 10. ALL WINDOWS AND DOORS SWILL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MANUFACTURER SWILL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES FOR DESIGNERS' REVIEW PRIOR TO FABRICATION. 12. TRUSSES TV -BE' DESIGNED T0- CARRY LOADS OF AMC AHUU AND MISC. EQUIPMENT CO-ORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 15. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED MIN CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 16. CONCRETE SWILL CONFORM TO ASTM C94 AND SWILL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTNERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. fin = 1500 psi. 1Z MINIMUM CONCRETE COVER OVER REINFORCING SWILL BE: SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE - 2' UNFORMED CONCRETE BELOW GRADE - 3' 18. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615 S1. 19. PLACING DRAWINGS ON BAR USTS SWILL CONFORM TO ACT'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 20. DETAIL OF CONCRETE REINFORCEMENT SWILL BE IN ACCORDANCE WITH 7HE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED 07HERWISE 21. ADEQUATE VER7M AND HORIZONTAL SHORING SWILL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 22. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING, DROP BOT. OF 77E BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 81 , 23. DOWEL COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 24. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT: CELL. 25. CLEANOUT OPENINGS SHILL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER #=O* HIGH. CLEANOUTs SHUT BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. 26. REINFORCING STEEL SWILL BE LAPPED 40 BAR IDA. MIN. WHERE SPLICED AND SHUT BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN. 27. STRUCTURAL WOOD AND TIMBER FRAMING SHAD. CONFORM TO THE -TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 28. ALL WOOD IN CONTACT WIIH MASONRY, OR CONCRETE SHILL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING EREC77ON OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6=O* MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 32. DIMENSION LUMBER FOR HEADERS AND COLUMNS SWILL BE SOUTHERN PINE. NO. 2 OR BETI ER OR SWILL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 33. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION MATERIALS SWILL CONFORM TO THE APPU048LE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 36 MACHINE BOLTS - A 325 w _. - ... -... TUBULAR - A500 A GRAD£ B (46 KSI) unless otherwise noted CEILING HEIGHTS SHALL BE 9'-4" 1/2" (MIN.) SHEET ROCK WALLS AND 5/8" AT CEILINGS EXTERIOR WALLS TO BE 8" CONCRETE MASONRY UNITS WITH STUCCO FINISH (SEE ELEVATIONS) 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH F.B.C. 2014 AND ALL LOCAL CODE REQUIREMENTS 1 3/8" HOLLOW CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH FLORIDA BUILDING CODE, 2014 AND TEMPERED SAFETY GLASS ALL BATH AREAS, WHEN REQUIRED ALUMINUM FRAME SINGLE HUNG WINDOWS AT 6'-8" HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS OR PROVIDE APPROVED SHUTTERS) ALL BEDROOM WINDOWS SHALL MEET EGRESS REQUIREMENTS OF : 20" MIN. WIDTH, 24" MIN. HEIGHT, WITH MHN. OPENING AREA OF 5.7 SQUARE FEET AND SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISH FLOOR ALL ANGLES 45 DEGREES bath schedule TILE FLOOR WET AREAS TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEMPERED SAFETY GLASS AT ALL BATH WET AREAS Z5 00' t I o I 0 C N I 1 1 I PROPOSED ONE STORY CONC. BLOCK RESIDENCE I 1 � CONCRETE DRIVE & WALKWAY _11.8.00' 1, 18.0' I b L6 N 47.78' \ 5' SIDE WALK me _® N1JV1STSTREET SITE PLAN _ LOT DESCRIPTION: �SCALE:NTS" LOT 1, BLOCK 3, POINCIANA HGTS IN CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA DESIGN CRITERIA DESIGN LOADING PER FBC 2014, WIND LOADS PER ASCE 7 10 ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 20 PSF BASIC WIND SPEED = 170 MPH RISK CATEGORY 11 BUILDING: ENCLOSED WIND EXPOSURE = EXPOSURE B Kd = 0.85 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 Kd ULT WIND PRESSURE (Lateral Force Resisting System) = 36 PSF ULT WIND PRESSURE (Component and Cladding) = 44 PSF WIND ZONE a = S-0" OVERHANG: LOFT ROOF PITCH 6/12 IMPACT RESISTANCE ASSEMBLY: YES TYPE OF CONSTRUCTION: CBS MEAN ROOF HEIGHT <= 15 FT COMPONENT AND CLADDING WIND PRESSURES 7 DEG.< SLOPE <27 DEG. E 6'-8" 16'-0" 6'-6" TRIBUTARY AREA (SQ. FT.) AREA ZONE 1 10 20 MAIN ROOF 1,20 PRESSURE psf 30 29 1 1 SUCTION psf -48 -47 2 SUCTION psf -83 -80 1223 3 SUCTION psf -122 -119 OVERHANG 2 SUCTION psf -105 -105 L-1 EG ESS'1::.-'` ®25 3 SUCTION psf -171 -165 00 4&5 PRESSURE psf 52 52 WALL 4 SUCTION psf -52 -51 5 SUCTION psf -63 -63 1W V-9 WMEN/mEzzZMENEIN ROOF WIND ZONES: COMPONENTS AND CLADDING DESIGN ROOF SHEATHING NAILING PATTERN ZONE 1 = 8d AT 6" o.c. FIELD & 4" ox. EDGE ZONE 2 = 8d AT 6" ox. EDGE & FIELD ZONE 3 = 8d AT 4" ox. FIELD & EDGE USE 8d RING SHANK NAILS a = 3'-4" FOR WALLS AND ROOFS 5 4 5 v 3 1_SZ7 2'-0" TEMPERED ---. GLASS SHOWER DOOR h.b L-1 - ON -DEMAND WATER HEATER MFR: TITAN MODEL N:120$' 8" 19'-0" E 6'-8" 16'-0" 6'-6" 8'-8" APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LqAD 1 APPLIED UPLIFT LOAD SPECS L-1 4'-0" 6113 OPEN 2832 1 S2 PATIO L-2 5'-10" I � i 2093 1223 i L-3 10'4" I � I L_q I i EGRESS 00 r 4 L-1 EG ESS'1::.-'` ®25 25 H 25 SH 25 SH I PH 00 I I IM VI all I ' 14'-10" 16'-2" 11'-O" MASTER BEDROOIV BEDROOM42 9'-4" CEILING GREAT 9'-4" CEILING p FROM F.F.E. & ' ROOM FROM F.F.E. I I t fl » » 3 -4 3 » " , » -0 5 -0 „ » 21- 6 » 9'-4" CEILING O FROM F.F.E. I `- o r V_ < » ao 4 s 5'-0" 6'-9" 4'-1» N 4' tT 3'-4„ , B -F � p � ARCH7_7 1'6 B -F N - N I A I OPNG cV tV FULL HGT 2'9'x 6 9' WALL Z a. ATH ® -- 42" HI RSD. BAR ( 1 p 100 a SHOW I , 4 PAN i co -----\ -- ---I 3'-0"BF • t 21'x69' ---- 21x36'STTIC ( A&CES REF DW I w I o� L_ -J CV _ 1 I I ¢� 5'0 BrF t° KITCHEN ® 43 oWzo 3'0" x 6'8" » , , 2 -3 -5 , 3'-0" » , , , -4 -4 >- , 7 -2 » � 9'-4" CEILING h az � om ao N M. BATH p �t I FROM F.F.E. 6 kto „ , -4 7 -4 -I I LAUNDRY I i ° BEDROOM #3 >; FULL HGT WALL 9'_4"CEILING - - - - - - - - - J-jl, LI - FROM I.F.E. 0 » 4 R-11 INSULA ON 200A 4„ tp PANEL x - 2 -- - - - - - - - » s » , » a - 1 - 4 -7 1 - - --- » » r » 4 -1 s » 11 -0 8'-4" HI TOP OF WALT-, OPEN AT THE T TOP OF CABINETS AT 6dT O M 5'--4" 4'-6" ' 6'-�" 4" ARCH OPNG ARCJiOPNG 12" WIDE DRYWALL SHELF AT 8'-4" TYP. r 22"x54" ATTIC A4- ACCESS I I0 1 111111 NMI L -----1 N EGRSS 10 - 13'-4' 25 S� T_ DINING GARAGE +I 0 9'-8" VOL. CLG. ROOM I RECEIVE 1/2" DRYWALL R-11 INSULATION FOYER O ALL WALLS & CLG. TO 9'-4" GELLING ' N FROM F.F.E. (MIN.) r1 (fv� I GARAGE WALLS, DRS., & A.H.U. DUCTS TO 1�_ 33 I H 4" , COMPLY W/ F.B.C.'10, R309 74- 4"X4 WOOD - - - - - - - - - - - - - - - - - - - „ , » » 4-2 6 3,-$ »,POST WITH 17'--4" DECORATIVE, I$ O 1 ENTRY COLUMN I I COVERS I I I I TYP I I I - 16-0" X 7'-0" O.M. DOOR 5'.0" ' 5'-0" s 27 P..V.C.HANDRAIL AT47' H AND NEWEL POST 16'-0" '-4 '-2 6'-0" 6'-0" 5'-10" 5'-10" 18'-8" 13'-8" 11'-8" 44'-0" FLOOR PLA 1 1-#5 TOP m MASONRY LINTEL 1' COVER 1-#5 BOT. 90' STD. 8" HOOK FULLY GROUTED 1-#5 CONT. COURSES e 8'-8' _ 1 8" MIN, BEARING r u' 1 MAX. CLEAR SPAN TYPICAL M r- r 7 - LINTEL ELEVATION PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED EQUAL. WITH 8' MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING UNO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING UNO 3 MASONRY LIN -TEL DETAILS NTS Io LIVING I UNDER AIR TOTAL `� C h.b. I is - 1527 S.F. 379 S.F. 1786 S.F. 22 120 2048 S.F. i CAST CRETE LINTEL SCHED 6 E LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LqAD 1 APPLIED UPLIFT LOAD SPECS L-1 4'-0" 6113 660 2832 1 1223 8F16-1B/1T L-2 5'-10" 4360 600 2093 1223 8F16 -113/1T L-3 10'4" 8°x16" RC BEAM, 2-#6 T&B, #3 STIRRUP 0 6" O.C. 16" BEARING ANDREW MORGAN SERVICES COA No. 26093 P&Z PH 561-881-8999 FAX 561-881-0087 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 33408 4 e c .i Police I Otl er I tr 1 3Z oa - -� WIx �.L. z Allwork 'invoiced on this permit sn ,i conform .An ail city of Boynton Beech Building Ccdies c Date: 07/1/15 Drawn Br. DM Checked ft AJM Revisions: 0 REVIEWED BY DATE I Structural _ Electrical 1 I Plumbing +F TOTAL NUMBER OF SHEETS 4 ti P&Z ForesterFire I Police I Otl er I Processed 0y: Allwork 'invoiced on this permit sn ,i conform .An ail city of Boynton Beech Building Ccdies c TOTAL NUMBER OF SHEETS 4 GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW THE "FLORIDA BUILDING CODE 2014' AS ADOPTED BY THE CITY OF BOYNTON BEACH AS APPLICABLE AND ALL APPLICABLE AMENDMENTS 2. OCCUPANCY IS RESIDENTIAL R-3, CONSTRUCTION TYPE 58 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSTIE PRIOR TO STARTING ANY WORK AND NOTIFY DESIGNER/ENGINEER W WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS DO NOT SCALE DRAWINGS 4. WALL AND COLING FINISHES SHALL HAVE A SMOKE DEVELOPMENT INDEX OF NOT GREATER THAN 450 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE. ITS ENTIRETY AND BUILD W ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 6. BUILDER RESERVES THE RIGHT TO SUBSTIME ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE ITEMS WHICH , WHEN SUBSTITUTED REQUIRE APPROVAL OF THE BUILDING OFFICWL WILL BE SUBMITTED TO THE BUILDING OFFICIAL. Z BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. TERMITE TREATMENT SHALL COMPLY WITH FB.C. 301.2.1. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE W17H THE FLORIDA STATE ENERGY CODE SECTION 502.4. 11. TRUSS MIWUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULA71ONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES FOR DESIGNERS' REVIEW PRIOR TO FABRICATION. 12. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. CO-ORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS 13. DESIGNER/ENGINEER ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UN71L REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 15. ALL INTERIOR LOAD BEARING PAR77TIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 16. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND ACI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 531. fm = 1500 psi. 17. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE.• SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE - 2" UNFORMED CONCRETE BELOW GRADE - 3' 18. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615 S1. 19. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACPS UJNUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTTIUTE UNLESS NOTED OTHERWISE. 20. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 7HE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY 774E CONCRETE REINFORCING STEEL INS771UTE UNLESS NOTED OTHERWISE 21. ADEQUATE VER77CAL AND HORIZONTAL SHORING SHALL. BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSMUC71ON. 22. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING, DROP BOT. OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 80 . 23. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITI.1 SAME SIZE AND NUMBER OF DOWELS AS VERTICAL. BARS ABOVE. 24. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER77CAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED COM. CELL. 25. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING 26. REINFORCING STEEL SHALL BE LAPPED 40 BAR DLA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. 27. STRUCTURAL WOOD AND 71MBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INS77TUTE OF 77MBER CONSTRUC770N. 28. ALL WOOD IN CONTACT WITH MASONRY, OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR 07HER CEMEN77TOUS MATERIALS AND THE WOOD AS PER CODE. 29. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING ERE0710N OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 30. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 31. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3-2X12'S (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 32. DIMENSION LUMBER FOR HEADERS AND COLUMNS SHALL BE SOUTHERN PINE. NO. 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS ELASTICITY OF 1600 KSI OR BETTER, AS DE7ERMINLD BY AN APPROVED LUMBER GRADING AGENCY. 33 STRUCTURAL STEEL SHALL CONFORM 70 THE AISC 'SPECIFICATION FOR THE DESIGN, FABRIC477ON AND EREC71ON OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIRCA71ON AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 36 MACHINE BOLTS - A 325 34. ALL SITE WORK SHALL COMPLY WITH C17Y OF BOYNTON BEACH ENGINEERING DET'AIL'S K-17, K-18 AND K-19 unless otherwise noted CEILING HEIGHTS SHALL BE 9'-4" 1/2" (MIN.) SHEET ROCK WALLS AND 5/8" AT CEILINGS EXTERIOR WALLS TO BE 8" CONCRETE MASONRY UNITS WITH STUCCO FINISH (SEE ELEVATIONS) 110 VOLT DIRECT WIRE SMOKE DETECTORS INSULATION MUST COMPLY WITH F.B.C. 2014 AND ALL LOCAL CODE REQUIREMENTS 1 3/8" HOLLOW CORE INTERIOR DOORS (SEE FLOOR PLAN FOR SIZES) 1 3/4" SOLID CORE EXTERIOR DOORS ALL GLASS DOORS MUST COMPLY WITH FLORIDA BUILDING CODE, 2014 AND TEMPERED SAFETY GLASS ALL BATH AREAS, WHEN REQUIRED ALUMINUM FRAME SINGLE HUNG WINDOWS AT 6--8- HEAD HEIGHT (TO BE IMPACT RESISTANT PRODUCTS OR PROVIDE APPROVED SHUTTERS) ALL BEDROOM WINDOWS SHALL MEET EGRESS REQUIREMENTS OF : 20" MIN. WIDTH, 24" MIN. HEIGHT, WITH MIN. OPENING AREA OF 5.7 SQUARE FEET AND SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISH FLOOR ALL ANGLES 45 DEGREES bath schedule TILE FLOOR WET AREAS TILE DRAIN AND SPLASH TILE FULL AT SHOWER TILE AT TUBS (MIN. 70" HIGH) TEMPERED SAFETY GLASS AT ALL BATH WET AREAS NOTE: ALL SITE WORK TO COMPLY WITH CITY OF BOYNTON BEACH ENGINEERING DETAILS, K-17, K-18 AND K-19 AS REQUIRED - - - - .Z5-00- l I I I 1 I O O c6 N I I I I I I I, Q _I 8.00 23.00' m I I o Cr- I I PROPOSED ONE STORY I CONC. BLOCK RESIDENCE z Y I o I I cerci W h � 2 I I z Ir I I Iz z I 1 I I i l f CONCRETE DRIVE & WALKWAY I 0 j8.00' 18.0' p I �O f 5' SI WALK 47.78' I -- NW 1ST STREET -- -- --�--_ SITE PLAN LOT DESCRIPTION: SCALE:NTS" LOT 1, BLOCK 3, POINCIANA HGTS IN CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA DESIGN CRITERIA DESIGN LOADING PER FBC 2014 WIND LOADS PER ASCE 7 10 ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 20 PSF BASIC WIND SPEED = 170 MPH RISK CATEGORY II BUILDING: ENCLOSED WIND EXPOSURE = EXPOSURE B Kd = 0.85 INTERNAL PRESSURE COEFFICIENT = +/- 0.18 ULT WIND PRESSURE (Lateral Force Resisting System) = 36 PSF ULT WIND PRESSURE Component and Cladding) = 44 PSF WIND ZONE a = 4'-6" PITCH 6/12 IMPACT RESISTANCE ASSEMBLY: YES TYPE OF CONSTRUCTION: CBS MEAN ROOF HEIGHT <= 15 FT COMPONENT AND CLADDING WIND'' PRESSURES 7 DEG.< SLOPE <27 DEG. - TRIBUTARY AREA (SQ. FT.) AREA ZONE E 10 20 MAIN ROOF 1,20 PRESSURE psf 30 29 8" 1 SUCTION psf -48 -47 11'-0" 2 SUCTION psf -83 -80 8" 3 SUCTION psf -122 -119 OVERHANG 2 SUCTION psf -105 -105 3 SUCTION psf -171 -165 4&5 PRESSURE psf 52 52 WALL 4 SUCTION psf -52 -51 5 SUCTION psf -63 -63 11.1-.3100911151 M.2 .. 2 , 540,0 &�- ROOF WIND ZONES: COMPONENTS AND CLADDING DESIGN ROOF SHEATHING NAILING PATTERN ZONE #1 = 8d AT 6" ox. FIELD & 4" ox. EDGE ZONE #2 = 8d AT 6" o.c. EDGE & FIELD ZONE #3 = 8d AT 4" ox. FIELD & EDGE USE 8d RING SHANK NAILS a = 3'-4" FOR WALLS AND ROOFS 5 4 5 1. 1 l0 0 0 ". �►o '�19 c 0 w FLOOR PLASCALE 1 / 1-#5 TOP MASONRY LINTEL 1" COVER 1-#5 BOT. P..V.C.HANDRAIL AT42" H AND NEWEL POST 16'-0" '-4 '-2 6'-0" 6'-0" 5'-10"5' 10" 11'-R" 90' STD. HOOK 1-#5 CONT. 8'-8" _� 18" MIN. BEARING A MAX. CLEAR SPAN TYPICAL LINTEL ELEVATION I1 FILLY-• COURSESr� PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING LINO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING LINO 3 MASONRY LINTEL DETAILS UT -s- 1 -#5 TS L� UNDER AIR 1527 S.F. 379 S.F. 1786 S.F. 22 120 2048 S. F. CAST CRETE LINTEL SCHEDULE - ALLOWABLE GRAVITY LOAD 0 -- E APPLIED UPLIFT LOAD SPECS L-1 1 6113 660 2832 8" 1223 14'-10" L-2 16'-2" 11'-0" 600 2093' 1223 8" L-3 10'-6" 8"x16" RC BEAM, 2-#6 T&B, #3 STIRRUP ®6" O.C. 16" BEARING MASTER BEDROOIV BEDROOM42 9`4" CEILING GREAT 9'-4" CEILING o FROM F.F.E. ROOM FROM F.F.E. 0 » » 3 -4 31-0" » » = 51-10" » Z-610 » 9'-4" CEILING A FROM F.F.E. in d I cOO - - - x 4" d- (V " 7,-111 » 4'-1" N 3'-4" 4' ' B -F oA I -N - 04 1'6 B -F N r-1I� I A I ARCHEI OPNG 3 N N FULL HGT d 2'8" x 6'8" WALL Z a0 ATH - S2 A 42" HI RSD. BAR A i p I I ox N i -- ! SHOW I -, PAN I 1 I I "' o We �, R 2'-0" TEMPERED N 3'-0"BF M M (( f- - - -I L-1 ih GLASS SHOWER I 2'6" x 6'8" w - - - - 221'x35' ATTIC \ / I DOOR 11 C = AltCESS I / I N h.b. �- i REF DW I I a_ i 0- L - - J h. b. _ - _ 1 J 5'OBIF L-1 A tO KITCHEN ®® I a CP oW w 3'0 x 6'8' 1 - - - -= 2'-3" '-5' 3'-0" '-4 '-4 ' �- 7'-2 aP 9'-4" CEILING 4 az �� iv ( M. BATH p FROM F.F.E. �f' 9¢ 1 �o -4" 7'-4 I A LAUNDRY i I �p BEDROOM # - cn ¢ ( q0 tO FULL HGT WALL 9'-4" CEILING ----------I I FROM F.F.E. O - 4 200A 4„ �tUn - ----- - - - __= ON DEMAND R-11 INSULATON 10 PANEL x 2 - 1 - 40-7f# 8'-4" HI TOP OF WALL OPEN AT THE T WATER HEATER O o �'� MFR: TITAN M TOP OF CABINETS AT 6'17' MODEL N:120 $" 51-4" 4'-0" , 7'-2" 4" ARCH OPNG ARCH OPNG 12" WIDE DRYWALL SHELF AT 8'-4" TYP. r22"x54" ATTIC > 4" ACCESS L ------J N EGRd SS a0 T 0 13'-4" 25 sl�l DINING N GARAGE h.b. A p 9'-B" VOL. CLG.00 I ao I RECEIVE 1/2" DRYWALL R-11 INSULATION FOYER I p ALL WALLS & CLG. TO 9ROOM G EILIN �p 10 N FROM F.F.E. (MIN) O 1 GARAGE WALLS, DRS., & A.H.U. DUCTS TO COMPLY WIF.B.C.'10, 331 H a" 309 4" X 4 WOOD I------- -R ------------------� 8" 4'-2" 4'-6" F 3'-g» , POST WITH I 17'-4" I DECORATIVE, 0 I 8„ ENTRY COLUMN I p I I COVERS I A I I TYP i0 rn I I I L-3 I 16-0" X 7' -LY' O.H. DOOR 5'10" ' ' 5'-0" 001 A � w FLOOR PLASCALE 1 / 1-#5 TOP MASONRY LINTEL 1" COVER 1-#5 BOT. P..V.C.HANDRAIL AT42" H AND NEWEL POST 16'-0" '-4 '-2 6'-0" 6'-0" 5'-10"5' 10" 11'-R" 90' STD. HOOK 1-#5 CONT. 8'-8" _� 18" MIN. BEARING A MAX. CLEAR SPAN TYPICAL LINTEL ELEVATION I1 FILLY-• COURSESr� PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST -CRETE, OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. - TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 -1T-1B AT ALL OPENING LINO L-5 SHALL BE 8F20 -1T-1B AT ALL OPENING LINO 3 MASONRY LINTEL DETAILS UT -s- 1 -#5 TS L� UNDER AIR 1527 S.F. 379 S.F. 1786 S.F. 22 120 2048 S. F. CAST CRETE LINTEL SCHEDULE LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWAB UPLIFI` I �LCAD E APPLIED UPLIFT LOAD SPECS L-1 4'-0" 6113 660 2832 1223 8F16-1B/1T L-2 5-10" 4360 600 2093' 1223 8F16-1B/1T L-3 10'-6" 8"x16" RC BEAM, 2-#6 T&B, #3 STIRRUP ®6" O.C. 16" BEARING COPYRIGHT 2009 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561 -881 -OC SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 3340 -81 a@� ' .. �° c /� : C :,. �. 8 . F LL SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE 561-670-7411 d 6 U fn �W V J WMQ 0 W (:D z ,1 -T.- W O(LA 'Q 1 LL qq aW= � QW L W `'C 00 F -- CV m Z CnLo 04 o L � u) C Z �" MR MR 0 00 r, 0 LC Q Q z , ISL//I didzW I..L. % Vm0r-( I..L CY) LL r� C Date: 07%1 Dress Br. C Checked Br:_ A, Revisions: Descriptions Sheet No: S1 TOTAL NUMBER OF SHEETS - 4 STUCCO C.B.S. (GROUT ALL JAMBS SOLID) 1x4 P.T. & ATTACHED W/ 3/16"x21/4" TAPCONS @ 12" O.C. THRU WINDOW, BUCK/BLK. BUCK IS 21/2" IN FROM EXT. FACE OF CONC. BLOCK / 1/2" DRYWALL 1x4 PT WINDOW BUCK DETAIL SCALE: 1" = 1'-0" STUCCO G.B.S. (GROUT ALL JAMBS SOLID) 15/8" BRICK MOULDING P.T. 2x6 BUCK W/ (6)1/4"x31/2" TAPCONS @ 12" O.C. L-. RABIT TYPE JAMB ATTACH ;:; -0• -• EACH SIDE W/ (6) 8d NAILS OR (6) 21/2" APPROVED SCREWS (DOOR MANUFACTURER'S ATTACHMENT SPECIFICATIONS ? TO TAKE PRECEDENCE OVER ABOVE NOTE.) --- CASING 1x4 PT 1/2" DRYWALL TYPICAL DOOR JAMB DETAIL SCALE: V =1'-0" NOTE: GARAGE DOOR OPENING TO RECEIVE 26 SIDE (ONLY) BUCKS TO BE NAILED W/ 1/4"x31/2" TAPCONS @ 12" O.C. & EA END OR 3B" -x5" WEDGE ANCHORS @ 16" O.C. & EA. END NOTE: WIRE LATH STAPLES TO BE 1"x1 1/2". ROOF TIN -TAGS TO BE 1"x1" (SPACING AS PER CODE OR PER MANUFACTURER'S PROTOCOL. NOTE: 40/20,19/32" EXP. 1 ROOF & WALL SHEATHING TO BE NAILED W/ 8d NAILS 4" O.C. @ PANEL EDGES & 6" O.C. IN FIELD. (IN ALL ZONES) 12. TYPICAL SECTION AT ENTRY SEE "TRUSS ANCHOR SCHEDULE" & SHINGLE OVER FELT OVER 5/8" PLYWOOD "FRAMING PLAN" FOR CONNECTORS OVER ENG. AND APPROVED WOOD TRUSS'S SEE i TYR WALL SECTRION FOR ACTUAL HEEL ! ! AND OVERHANG CONDITIONS AND OVERHANG CONDITIONS HARDI BD OVER TYVEX WATER PROOFING OVER %" PLYWOOD S WS " 6" DECORATIVE WD TRIM 9'-4" AFF NT. METAL FLASHING / DRIP EE rr CO OVER HIGH EIBBED MTL LA 1"x DECORATIVE WOOD WRAP TYP PT WOOD -BEAM SEE S-3 FOR SIZE STUCCO OVER HIGH RIBBED METAL LATH 1"X DECORATIVE TRIM OVER HARDI BD ARDI BD OVER I W PT WD FURRING "CMU 10. TYPICAL SECTION AT ENTRY SCALE 1:48 CONDENSING UNIT ON CONCRETE PAD TYPICAL CONDENSING UNIT TIE DOW "FATBOY" 1 " X 8" - 16 GAUGE _.,- .. STRAPS. WITH 3-#12 SCREWS TO L L TYP EACH SIDE OF UNIT ANCHOR TO CONCRETE PAD WITH ..___._.___.. .._.__ .... 1/4" DIA X 3" WEDGE ANCHOR TO "" `- CONCRETE EACH CLIP. AND EACH SIDE Ui Ii Y 4" so a; a 6" THICK 2,50OPSI CONCRETE PAD ON GRADE, PAD SIZE 52"X 52- 11. CONDENSING UNIT TIE DOWN DETAIL SHINGLES OVER PEAL AND STICK ON 132" CDX PLYWOOD ON PRE ENGINEERED WOOD TRUSSES 24" C.C. (FELT ASTM D226 #30) TRUSS -WALL CONNECTOR SEE SCHEDULE ALUM. DRIP EDGE 2x6 WOOD FASCIA SOFFIT STUCCO OVER HIGH RIBBED LATH TYP. 1 "X CONT. WOOD TRIM TYP OVER SIDING. HARDI BOARD SIDING OVER 1" X WD FURRING AT 24" O.C. 8" CMU TYP. i ," CONT. WATER STOP AROUND PERI. OF HOME AT ALL CMU CONT. METAL "Z" FLASHING WALLS TYP. 1"X CONT. WOOD TRIM TYP i 4" 2500# FIBER MIX CONCRETE OVER SIDING. ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL M C) 0'-0" A.F.F. GRADE , TOP OF SLAB GRADE = i i (V r- L---- 6. TYPICAL WALL SECTION SCALE 1:48 91001DDIfflel n_•mcl• I RUNNER ATTACHED TO USSES D/OR FRAMING r2 DRYWALL EACH SIDE 2x4 WOOD OR METAL STUDS AT 24" O.C. 2x4 P.T. SOLE PLATE FASTENED TO SLAB WITH COIL NAILS AT 15' O.C. WOOD BASE AA1:i60Eel :7 01d PRODUCT APPROVAL 12 SHINGLES OVER PEAL AND STICK ON PRODUCT 41 152" CDX PLYWOOD ON PRE GLASS ATTACHMENT METHOD ENGINEERED WOOD TRUSSES 24" C.C. DESIGN PRESSURE (A.KA. BAFFLES) (FELT ASTM D226 #30) SINGLE DOOR (OUTSWING TRUSS -WALL SHINGLE ROOF #10 PHWS OR %6 TAPCONS WITH MIN 1 %" EMBEDMENT 6" CONNECTOR SEE SCHEDULE a - ---- T. 0. BEAM ALUM. DRIP EDGE SWING DOORS EL° -9'-4" 2x6 WOOD FASCIA _ NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM FASCIA +50.0%50.0 p.s.f. R30 BLOWN IN INSULATION ATTIC AREA- 1237 SF / 150 = 8.90 SF REQUIRED FINISH FLR ' 5/8" CEILING BOARD TEXTURE SOFFIT STUCCO OVER SOFFIT VENTS PROVIDED: .33'x32' = 10.56 SF TOTAL CORNERS AT HEAD & SILL HIGH RIBBED LATH " CONT. WATER STOP AROUND AIR BARRIER TYP = (A.KA. BAFFLES) i 1 #5 REBAR CONT IN ON .006 VAPOR BARRIER ON = GROUT FILLED COURSE FL15180.11 SWING DOORS 1x2 PT FURRING 24" C.C. WITH 72" NA DW WITH R-4.1 AL FOIL INSUL 12/31/2018 +50.0/-50.0 p.s.f. ATTIC VENT CALCULATION LIGHT TEXTURE - ATTIC AREA: 1237 SF / 150 = 8.90 SF REQUIRED STUCCO FINISH _ SOFFIT AREA = 159.0 LF x 1.0 = 159 SF #10 PHWS OR %6' TAPCONS WITH MIN 1 %" EMBEDMENT 5' SOFFIT VENTS PROVIDED: .33x32' = 10.56 SF TOTAL 8" CMU TYP. i RIDGE VENT PROVIDED :.25'x50' = 12.5 SF TOTAL i ," CONT. WATER STOP AROUND PERI. OF HOME AT ALL CMU CONT. METAL "Z" FLASHING WALLS TYP. 1"X CONT. WOOD TRIM TYP i 4" 2500# FIBER MIX CONCRETE OVER SIDING. ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL M C) 0'-0" A.F.F. GRADE , TOP OF SLAB GRADE = i i (V r- L---- 6. TYPICAL WALL SECTION SCALE 1:48 91001DDIfflel n_•mcl• I RUNNER ATTACHED TO USSES D/OR FRAMING r2 DRYWALL EACH SIDE 2x4 WOOD OR METAL STUDS AT 24" O.C. 2x4 P.T. SOLE PLATE FASTENED TO SLAB WITH COIL NAILS AT 15' O.C. WOOD BASE AA1:i60Eel :7 01d PRODUCT APPROVAL DR # N.O.A. # PRODUCT MODEL MANUFACTURER GLASS ATTACHMENT METHOD EXPIRATION DATE DESIGN PRESSURE (A.KA. BAFFLES) 6-8" A.F.F. SINGLE DOOR (OUTSWING FL10124-R15 SHINGLE ROOF #10 PHWS OR %6 TAPCONS WITH MIN 1 %" EMBEDMENT 6" GAF SHINGLE ROOF 1 FL17184.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0%50.0 p.s.f. 0_p ATTIC AREA- 1237 SF / 150 = 8.90 SF REQUIRED FINISH FLR ' SOFFIT AREA = 159.0 LF x 1.0 = 159 SF SOFFIT VENTS PROVIDED: .33'x32' = 10.56 SF TOTAL CORNERS AT HEAD & SILL " CONT. WATER STOP AROUND PERI. OF HOME AT ALL CMU SINGLE DOOR (OUTSWING 4" 2500# FIBER MIX CONCRETE #10 PHWS OR K" TAPCONS WITH MIN 1 %" EMBEDMENT 5' ON .006 VAPOR BARRIER ON 2 FL15180.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0/-50.0 p.s.f. CORNERS AT HEAD & SILL SINGLE DOOR (OUTSWING #10 PHWS OR %6' TAPCONS WITH MIN 1 %" EMBEDMENT 5' 3 FL15180.11 SWING DOORS OPAQUE) PLASTPRO NA FROM JAMB CORNERS & 4 EQUAL SPACED, 3" FROM 12/31/2018 +50.0/-50.0 p.s.f. CORNERS AT HEAD & SILL SH -185 OVERALL %" INSULATED WITH INSTALL A SINGLE ROW OF %6' TAPCONS WITH 1 y" INTO WINDOWS FL15449.3 WINDOWS WHITE ALUMN SINGLE HUNG MI WINDOWS %s" LAMINATED MASONRY BEGIN 6" ABOVE FRAME SILL AND CONTINUE (IMPACT) AND DOORS IMPACT 125/6' o.c. FOR JAMBS. HEADER 5' FROM JAMB AND 13 3/" o.c. 11/30/2015 +55/-55 p.s.f. 3" FROM CENTER OF MEETING RAIL MULL BAR FL15353-R2 MULL BAR ALUMN MI WINDOWS AND DOORS NA 12/31/2014 +70/-70 p.s.f. DAB DOOR SECURE TRACK WITH STEEL ANGLE TO 2x6 JAMB GARAGE 15-0304.01 GARAGE DOOR STEEL SECTIONAL COMPANY ANCHORED TO MASONRY WIT J" ULTRACON BY ELCO 20" 07/21/2020 +36/-44 p.s.f. NA SPACING, 2 �' EMBEDMENT INTO MASONRY FLA ACCEPTANCE # MIAMI DADE N.O.A. PRODUCT MODEL MANUFACTURER ATTACHMENT METHOD EXPIRATION DATE DESIGN PRESSURE T.O.B AIR BARRIER (A.KA. BAFFLES) 6-8" A.F.F. MIAMI DADE FL10124-R15 SHINGLE ROOF ASPHALT SHINGLE GAF SHINGLE ROOF 11/21/2015 APPROVED FL2569-R9 UNDERLAYMENT UNDERLAYMENT SUPREMA UNDERLAYMENT 10/16/2017 MIAMI DADS APPROVED CV r 12 41 SHINGLE ROOF 6" WIDE DECORATIVE WOOD TRIM TYP AROUND GARAGE LIGHT FIXTURE TYP. Y EL.=9'-4- ' R30 BLOWN IN INSULATION 5/8" CEILING BOARD TEXTURE 9'-4" A.F.F. T.O.B AIR BARRIER (A.KA. BAFFLES) 6-8" A.F.F. T.O.WIN/DRS^ 1 #5 REBAR CONT IN 1°x TRIM - GROUT FILLED COURSE TO TERMINATE HARDI BD 1x2 PT FURRING 24" C.C. WITH SIDING TYP. DW WITH R-4.1 AL FOIL INSUL HARDI BOARD SIDING OVER 1" X PT FURRING AT 24!'O.C. OVER CMU ATTIC VENT CALCULATION 0_p ATTIC AREA- 1237 SF / 150 = 8.90 SF REQUIRED FINISH FLR ' SOFFIT AREA = 159.0 LF x 1.0 = 159 SF SOFFIT VENTS PROVIDED: .33'x32' = 10.56 SF TOTAL RIDGE VENT PROVIDED :.25'x50' = 12.5 SF TOTAL " CONT. WATER STOP AROUND PERI. OF HOME AT ALL CMU WALLS 4" 2500# FIBER MIX CONCRETE ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILL 06 0'-0" A.F.F. 9'4" A.F.F. OL TOP OF SLAB T.O.B 5. TYPICAL WALL SECTION SCALE 1:48 OL 6'-8" A.F.F. T.O.WIN/DRS gk o' -a' FINISH FLR 9'-4" A.F.F. T.O.B 8'-6" A.F.F. BTM OF BM HARDI BOARD SIDING OVER 1" X PT FURRING OVER CMU 1"X TRIM TO TERMINATE HARDI BD SIDING 9'-4" A.F.F. T.O.B OL 6'-8" A.F.F. T.O.WIN/DRS 12 41 1. FRONT ELEVATION SCALE 1/4"=1'-0" SHINGLE ROOF TYP. 412 � TEXTURED STUCCO TYP 2. REAR ELEVATION SCALE 1/4"=1'-0" 4 SHINGLE ROOF TYP. COPYRIGHT 2009 12 14 I ml [L U-1 FIXTURE " X WOOD TO OVER PT WOOD BEAMS 4 2 HARDI BOARD SIDING OL 6-8" A.F.F. OVER 1" X PT FURRING T.O.WIN/DRS OVER CMU 1"X TRIM TO TERMINATE HARDI BD SIDING DECORATIVE I-6 COLUMN COVERS WITH ACCENT RECESS WITH FIBERGLASS TAPERED TOP TYP PICKET SPACING TYP PVC HANDRAIL AT 42"H AND NEWELL POST TYP 3. RIGHT SIDE ELEVATION SCALE 1/4"=1'-0" 12 41 4. LEFT SIDE ELEVATION SCALE 1/4"=l' -O" 12 -14 12 14 " X WOOD TO OVER PT WOOD BEAMS DECORATIVE MOLDING OVER DOOR DECORATIVE MOLDING OVER WINDOW FAUX DECORATIVE SHUTTER FRONT WINDOWS ONLY HARDI BOARD SIDING E' Q CER , OVER CMU X PT FURRING AT DECORATIVE COLUMN COV WITH FIBERG' IMPACT WINDOW TYP r+37. -31.0 SHINGLE ROOF TYP. 12 14 'ITH ACCENT RECESS APERED TOP TYP PACT WINDOW TYP. LTEXTURED STUCCO OVER CMU TYP MPACT WINDOWS TYP. Al NGLE ROOF TYP. !RE I BOARD SIDING 'R " X PT FURRING OVER CMU 1"X TRIM TO TERMINATE HARDI BD SIDING 12 14 ANDREW MORGAN SERVICES COA No. 26093 PH 561-881-8999 FAX 561-881-00 SUITE 109, 513 US HIGHWAY i NORTH PALM BEACH, FLORIDA 33401 e z ea 'J - lot Lu ;_ o SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE U ��W VJ W Q U m 0 z W CDC aC C ry Q W V Ud r < m Nmz~� U,) N �. t7�u W a O z b- O C 000. o QDMzI- zW�Q> Um0oC r) M u. T- a Dots: Drawn W. Checked HY• A, Revisions: Description: Sheet No: '-6' TOTAL NUMBER OF SHEETS r 4 A. TYPICAL CONSTRUCTION JOINT B. TYPICAL CONTROL JOINT 25 WELDED WIRE FABRIC CONTROL JOINT KEY WAY CONSTRUCTION DISCONTINUE AT JT WWF JOINT 77 1 R � 49 LEVELING VAFILL POR ER COMPACTED TREATED LEVELING VAPOR BASE TYPICAL FILL BARRIER 1 TYPICAL 4" CONCRETE SLAB ON GRADE i VERTICAL BAR REINFORCING SEE PLAN FOR LOCATION 3/4" RECESS WATER STOP ALONG THE ENTIRE PERIMETER FOR THE CMU 6x6—W1.4xW1.4 WWF AT CENTER OF SLAB i FINISH GRADE FINNISHED FLOOR ...,,_. .� - - -- ELEVATION I " I THICKENED SLAB EDGE TO BEAR ON WELL COMPACTED SOIL. -------^— 2#5 LONGI REBAR #4 11ES AT 24" O.C. 7-1 l'-8" 11-2" 2 WF20 TYPICAL MONOLITHIC FOOTING DETAIL N15 CONCRETE SLAB W.W.F. SEE PLAN _ x x—'rx��x'ex"�'x o° VAPOR BARRIER 1 1#5 LONGI REBAR Su 8" 3 TE THICKENED SLAB EDGE DETAIL, TYP NTS STUD WALL 4' STEP DOWN "d- LIS D 16" (2) #5 REBARS CONTINUOUS 4 STEP IN SLAB DETAIL NTS VERTICAL BAR REINFORCING SEE PLAN FOR LOCATION 3/4" RECESS WATER STOP I ALONG THE ENTIRE PPERIMETER FOR THE CMU I I 6x6—Wi .4xW1.4 I WWF AT CENTER OF SLAB I I FINNISHED FLOOR ELEVATION - 1 --'—'—" PORCH SLAB _J 2#5 LONGI REBAR #4 TIES AT 24" O.C. 5 SECTION NTS FINISH GRADE 40 PT SOUTHERN PINE WOOD POST SIMPSON STRONGTTE CC44 I Iz FINNISHED FLOOR _ ELEVATION a SLAB • a 4 a' c c FOOTING, SEE PLAN 6 POST TO FOOTING DETAIL NTS FOUNDATION PLAN NOTES, 1. ALLOWABLE NET SOIL BEARING CAPACITY = 2000 PSF. CONTRACTOR IS TO CONFIRM THIS BEFORE EXCAVATING. 3. F**.... ETC INDICATES CONCRETE SPREAD FOOTING. e.g. F36 INDICATES A FOOTING 36" SQUARE WHERE THERE IS A DISCREPANCY BETWEEN DIMENSIONS ON THE CONSTRUC11ON DRAWINGS, CONTACT THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING. FOUNDATION CONCRETE SHALL HAVE F'c = 2500 PSI AT 28 DAYS. 7. ALL REINFORCING STEEL SHALL BE Fy = 60,000 PSI. 8. PROVIDE CONTROL JOINTS IN THE SLAB ON GRADE AT 12 FT MAXIMUM CENTERS. CONTROL JOINTS SHALL FORM SQUARED SLAB PANELS. 9. MINIMUM LAP LENGTH OF REINFORCING STEEL AT SPLICES SHALL BE 32 BAR DIAMETERS MINIMUM UNO. DO NOT WELD REBAR. 10. REINFORCING SHALL BE PLACED AT CORNERS IN FOOTINGS, WALLS AND R(1Nn RFAMR TO MAINTAIN CONTINUOUS REINFORCING. CONT. WALL FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING WF20 1'-8'x16" CONT. 2—#5 L.W. CONT. + #4.0 12" S.W. BOT. SPREAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCING REMARKS F36 3' -0"x3' -0"x12" 3—#5 BOT. E.W. CORNER BARS AT BEAM (OUTSIDE ONLY) (2) CORNER BARS AT FOOTING (MIN) VERT. DOWEL LAPPED WITH WALL REINFORCING, ALL LAPS 25" (MIN) IN GROUT FILLED CELL ALL CORNER BARS TO BE THE SAME SIZE, NUMBER AND SPACING AS HORIZONTAL BARS IN FOOTING„ BEAMS, AND WALLS A. REINFORCING DETAILING FOR BEAMS AND FOOTINGS 8"x16" CMU WITH CELLS FILLED WITH GROUT & (1) #5 VERTICAL DOWEL L D� X W P.T. 2x6 AT (3) SIDES OF z OPENING, FASTEN TO LU' ' BLOCK WITH Y"x6' � REDHEAD WITH MINIMUM 0 i ' Z' DIA x y" WASHER (TYP) AT 24" CENTERS. START 6' O FROM ENDS FOUNDATION PLAN SCALE 1I4"=1'-0" COPYRIGHT 2009 ANDREW MORGAN SERVICES CDA No. 26093 PH 561-881-8999 FAX 561-861-00 SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH, FLORIDA 33401 � CD t4 7 W PhI111% SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE V W^^ v, tW 'm V W ® Z ais lqc-W� s C:) C Lu cl, ryo CN CV t`�•• = QW V WW� �Qmry Lo N m f-- cy) a CY3O Z r- 1O>- 000 LL Q �"�"` M Z r Z ui or. O i LL c. `) LL Date: Drawn Dr. Checked Hy: A, Revisions: Desorlptio= Sheet No: S3 TOTAL NUMBER OF SHEETS a 4 PROVIDE 1/8" SPACING A PANEL EDGES 4' x 8' CDX PLYWOOD SHEATHING MIN. 19/32" THICK MAX. SPAN 24" 8d RING SHANK NAILS AT 6" AT PANEL EDGES AND INTERMEDIATE SUPPORT 4" O.C.. 0 BUILDING PERIMETER rri fI r �w�,r r I r TYP. NEW WOOD. • l TRUSSES ®O.C. rr'i �� ��� iii=—�• ��i r,/—�,,-_� — /�1 i Air 717-T- — r 1 WOOD FASCIA SEE ARCH'L W/ 2-16d NAILS 0 EACH TRUSS yam' I ATFRAI RRArIN(, 1/16" SPACE AT PANEL ENDS (RAT RUNS) AT 8 FT MAXIMUM CENTERS WW/ 2-16d NAILS 0 EACH TRUSS a GABLE END SHALL BE BRACED AT BOTOM TRUSS CHORD 4 PLYWOOD NAILING DETAILS NTS / CC44 1/4-4 POST CAP 0 I Ali OTRUSSES AT 24" O.C. 5 SECTION 1/4"=11-0' --A A A /A A M^elT ^AM ZEN U POST P11 6 SECTION 1/4"=1'-0D 2X4 BOTTOM CORD BRACING 24" MIN 1 x4 AT 6'-0" ox. LAP (2) 16d AT EACH TRUSS 20 AT 10'-0" ox. 1111n^IevIww ---- 7 BOTTOM CHORD DIAGONAL BRACING NTS ROOF SHEATHING TO GABLE END FRAMING 2x6 OUTRIGGER AT 24" O.C. NAIL SPACING SHALL BE 4" ON US26 TO INTERNAL TRUSS CENTER AT THE GABLE END. H2.5A TO TRUSS OVER WALL/COLUMN x' 2x6 MIN TOP CHORD UPLIFT LBS F1 LBS I I { I QUANTITY AT REACTION ANCHORING DETAILS z Q I I ROOF TRUSS L-1 LATERAL Z f l i i 11 �0 TO R.0 TIE BEAM/ R131 � I ROOF TRUSS BOTTOM CORD OF WOOD TRUSSES AT 24" O.C. 8'-0" .AAn.et ILA 1100 1111n^IevIww ---- 7 BOTTOM CHORD DIAGONAL BRACING NTS ROOF SHEATHING TO GABLE END FRAMING 2x6 OUTRIGGER AT 24" O.C. NAIL SPACING SHALL BE 4" ON US26 TO INTERNAL TRUSS CENTER AT THE GABLE END. H2.5A TO TRUSS OVER WALL/COLUMN x' 2x6 MIN TOP CHORD CMU WALL REBAR, CONTINUE TO TOP OF WALL AND TERMINATE IN 180 DEGREE HOOK. ROOF TRUSS 16" DEEP CMU BOND BEAM 2#5 LONGI BARS, CONCRETE MASONRY CONNECTOR SCHEDULE TO BE COORDINATED WITH TRUSS MANUFACTURER'S REACTIONS USE THE SAME CONNECTOR AT EACH TRUSS SUPPORT ON CMU OR ROOF BEAM TRUSS S PORT ON CMU OR ROOF BEAM —soft. ELEV T.O. BEAM STRAP, SEE CONNECTOR SCHEDULE BELOW SEE ARCH DWGS FOR OVERHANG DETAILS. LATERAL FORCE F1 IS PERPENDICULAR TO F2. CONNECTOR" UPLIFT LBS F1 LBS I I { I QUANTITY AT REACTION ANCHORING DETAILS z Q I I ROOF TRUSS L-1 LATERAL Z f l i i 11 �0 TO R.0 TIE BEAM/ R131 � I ROOF TRUSS Q �� 2x4 RAT RUN PER_ I 1100 TRUSS ERECTION PLANmww 14 -10d x1 1/2 EMBED INTO R.C. BEAM U2 DETAL20 N7O GRB: 2x4 GABLE BRACE AT 5'-0" 1370 O.C. 2-16d, 1 1/2- EMBED, TO 18-10d x 11/2 TRUSS VERTICAL OR TOP CHORD. TIE BEAM U 1: SIMPSON STRONGTIE MSTAM24 3290 9-10d TO VERTICAL, 5— 1/42 1/4 TITENS TO WALL 8 GABLE END BRACE, TYP 8-16d NTS CMU WALL REBAR, CONTINUE TO TOP OF WALL AND TERMINATE IN 180 DEGREE HOOK. ROOF TRUSS 16" DEEP CMU BOND BEAM 2#5 LONGI BARS, CONCRETE MASONRY CONNECTOR SCHEDULE TO BE COORDINATED WITH TRUSS MANUFACTURER'S REACTIONS USE THE SAME CONNECTOR AT EACH TRUSS SUPPORT ON CMU OR ROOF BEAM TRUSS S PORT ON CMU OR ROOF BEAM —soft. ELEV T.O. BEAM STRAP, SEE CONNECTOR SCHEDULE BELOW SEE ARCH DWGS FOR OVERHANG DETAILS. LATERAL FORCE F1 IS PERPENDICULAR TO F2. CONNECTOR" UPLIFT LBS F1 LBS F2 LBS QUANTITY AT REACTION ANCHORING DETAILS PLAN MARK SIMPSON MARK L-1 LATERAL 1050 908 TO TRUSS/RAFTER TO R.0 TIE BEAM/ R131 U1 HETAL16 1810 415 1100 1 14 -10d x1 1/2 EMBED INTO R.C. BEAM U2 DETAL20 2480 2000 1370 2 18-10d x 11/2 EMBED INTO R.C. BEAM U3 HUS210-2 3290 - - 1 8-16d 4-1/4" x21/2" TAPCONS U4 H2.5A 1200 220 220 2 2/5-84 2/5-8d U3 IS A HANGER FOR ROOF BEAM RBI TO SOLID MASONRY U4 IS A TIMBER TO TIMBER STRAP ** CONNECTORS ARE BY SIMPSON—STRONGTIE AND ARE TO BE COORDINATED WITH THE REACTIONS FROM THE TRUSS SHOP DRAWINGS. ALL CONNECTORS ARE TO BE OF HOT—DIPPED GALVANIZED STEEL AND SHALL BE TYPE U1 UNO.. DO NOT CHANGE THE TRUSS LAYOUT. 1 TRUSS TO TIE BEAM CONNECTION DETAILS NTS (WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS 7'-0" WIDE AND LARGER) 6'-6" WIDE AW-5—MAUR) 1" X P.T. BUCK W/ 1/4"0 1 " X P.T. BUCK W/ 1/4"0 X 1 1/2" CONC. EMBEDMENT X 1 1/2" CONC. EMBEDMENT TAPCON W/ 1"0 WASHER AT TAPCON W/ 1"0 WASHER AT 8"o.c., START 3" FROM CORNERS. 12"o.C., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS AND BUCK FASTENING DETAIL WITH PRODUCT APPROVALS. MINIMUM WINDOW/ DOOR BUCK FASTENERS Z TO CMU OR RC MEMBERS - -- -— NTS /1—#5 TOP 1—#5 BOT. 90' STD. HOOK a 8 "- ------------------------------------------------ 10 FULLY GROUTS MASONRY COURSESLINTEL �.1" COVER 1—#5 CONT. 8'-8" 8" MIN. BEARING MAX. CLEAR SPAN TYPICAL jj LINTEL ELEVATION PRECAST CONCRETE LINTEL AS MANUFACTURED BY CAST—CRETE, * OR APPROVED EQUAL. WITH 8" MIN BEARING EACH END. ENDS TO HAVE 5 1/2" LONG x 4" WIDE NOTCH TO ACCOMMODATE VERTICAL REINFORCING AND GROUTING. — TYPICAL. ALL LINTELS EXCEPT L-5 SHALL BE 8F16 —1T -1B AT ALL OPENING UNO L-5 SHALL BE 8F20 —1T -1B AT ALL OPENING UNO 3. MASONRY LINTEL DETAILS SCALE: N.T.S. R81: 2/2x10 No 2 SOUTHERN PINE P1: 4x4 No 2 SOUTHERN PINE PT POST CAST CRETE LINTEL SCHEDULE NOA 14-0903.02 MARK LENGTH OF OPENING APPLIED GRAVITY LOAD APPLIED UPLIFT LOAD ALLOWABLE GRAVITY LOAD ALLOWABLE UPLIFT LOAD SPECS L-1 3'-6" 1050 908 6113 2724 8F16-1B/1T L-3 9'-0" 291 329 1533 914 8F46-1B/1T BEAM SCHEDULE MARK DETAILS RB1 2/2x10 ROOF SHEATHING NAILINC_PATTERN ZONE #1 = 8d AT 6" ox. FIELD & 4" ox. EDGE ZONE2 = 8d AT 6" ox. EDGE k FIELD ZONE 3 = 8d AT 4" ox. FIELD & EDGE USE 8d RING SHANK NAILS ROOF FRAMING PLAN SCALE 1/4"=1'-0" COPYRIGHT 2009 ANDREW MORGAN SERVICES CDA No. 26093 PH 561-881-8999 FAX 561-881—OD SUITE 109. 513 US HIGHWAY 1 NORT}i AALM BEACH. FLORIDA 33401 SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE b 6 b W ui 0 m �.IOI �— LIJ �.t t!J LL e ONS= C L.L. 0 0 W LJ r � UJ r m C. N mZ~� LO N F-- C/) 01 0 ll� d' 0 C 00 0 co 0= mm t rrZ w W q) > V m 0 r C]■- M LL v— a e Date: Drawn Sr. Chocked Br. A,. Revisions: Description: sheet No: 0 TOTAL NUMBER OF SHEETS - 4 --PCX a a w z ° a fill I11j%%N SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE b 6 b W ui 0 m �.IOI �— LIJ �.t t!J LL e ONS= C L.L. 0 0 W LJ r � UJ r m C. N mZ~� LO N F-- C/) 01 0 ll� d' 0 C 00 0 co 0= mm t rrZ w W q) > V m 0 r C]■- M LL v— a e Date: Drawn Sr. Chocked Br. A,. Revisions: Description: sheet No: 0 TOTAL NUMBER OF SHEETS - 4 LOCATION: SEE FLOOR PLAN ELECTRICAL PANEL SCHEDULE CKT. P/T GOND. WIRE DESCRIPTION PHASE A PHASE B DESCRIPTION WIRE I COND. P CKT. 12/60 3 MIRROR R 6 AHU 13,200 NON -1 COINCIDENTAL CU 8 3/4" 2/40 2 4 5 7 2/50 R 8 RANGE/OVEN 10.000 11,800 WATER HEATER 6 3/4" 2/60 6 8 9 11 2/30 R 10 DRYER 5.000 11500 LAUNDRY 12 R 1/20 10 1,200 FRIDGE 12 R 1/20 12 13 15 2/20 R 12 DISHWASHER DISPOSAL 2,700 11500 SMALL APPLIANCE 12 R 1/20 14 1,500 SMALL APPLIANCE 12 R 1/20 16 17 1/20 R 12 GARAGE CLG RCP 11000 1,200 ALARM SYSTEM ** 12 R 1/20 18 19 1/15 R 14 GENERAL LIGHTS ** ////////// ////////// GENERAL LIGHTS ** 14 R 1/15 20 21 1/15 R 14 GENERAL. LIGHTS ** ////////f/ ////////// GENERAL LIGHTS ** 14 1 R 1/15 1 22 23 1/20 R 12 EXTERIOR LTS/RCPTS 1,000 ////ff//// GENERAL LIGHTS ** 14 1 R 1/15 24 25 1/20 R 12 BATH LTS/SMOKE DErS*4 11500 BATHRM RCPTS 12 R 1/20 26 27 1/20 R 12 tRR TIMER 1,500 ////////// DINING RM RCPTS ** 12 R 1/20 1 28 29 - - - SPACE - 1500 MICROWAVE 12 R 1/20 30 TOTALS: 34,400 26,200 V.A. BRANCH BREAKERS- 10,000 A.I.C. TOTAL CONNECTED LOAD- 60,600/240V - 253 AMPS; SEE LOAD CALCS ESTIMATED DEMAND LOAD- 139.8 AMPS FEEDER SIZE IS TO BE - SEE RISER (design based on copper) TYPE: THWN/THHN RATED VOLTAGE- 120/240 1 PHASE 3 WIRE BRANCH POLES- (-)18 (-)24 (X)30 (-)40 MOUNTING: (-)SURFACE (X)FLUSH BUS RATING: (-)100 (X)200 (-)400 AMPS CONT. NEUTRAL BUS IS TO BE X FULL - HALF SIZE I GROUND BAR XIS (-)NOT REQUIRED KEYED DOOR HIS (XNOT REQUIRED I FEED IS TO BE (X)TOP (-)BOTTOM MAINS (-)M.B. (X)L.O. PANEL IS TO BE (-)FUSED (X)LOAD CENTER (-)BOLT IN BREAKER TYPE MAIN C.B. RATING N/A AMPS. CONT. R\I iM\T ACtI i\I/0 S -SAME ITEM OR DEVICE AS ABOVE. tuts srArc= r�n.cn - I Iv,. .c w- --..-. R-ROMEX ** - ARC FAULT BREAKER E -EXISTING ///// - GENERAL LTG O 3W/S.F. = 1,500 S.F. x 3W/S.F. - 4,50OW LOAD AT PANE) - NO DEMAND - (HEAT) AT 65X 13,200 x .65= 8,580 VA IST tOkW O 100% - 10,000 BAL O 40% (37,400 x .40) 14,960 33,540 VA -> 139.8.3A SERVICE CALCULATIONS TOTAL CONNECTED LOAD - 60.6kVA HVAC HEAT (WORST CASE) 065X - 13.2 x 0.65 - 8.58 kVA 1ST tOkVA010OX=10.0x1.0 -10.0 kVA BALANCE O 40% = 37.400 x 0.4 - 14.960kVA TOTAL - 33.54 kVA TOTAL/240 = 33.54 kVA/240 x 1000 = 139.8 AMPS. FAULT CURRENT CALCULATIONS A.I.C. PER F.P.L. (NORSE CASE) 20,834A SYM (75kVA MA Z=1.5%) Cvdus FOR 2/0 - 10,755 f = ?-OxFO'x_.�'14 = .807 10,755 x 240V M = _1_= .553 1+f ISC - 20,834A x .553 - 11,529A AT METER Cvdue FOR 2/0 - 10,755 f .O,.�R'Y1l,An = .223 10.755 x 240V M -, 1 = .817 1+f ISC - 11,529A x .817 9,424A AT PANEL VOLTAGE DROP CALLS: (LOAD - 150A) (SRVC HAS 1 SET OF #2/0(CU). RATED FOR 200A) DISTANCE x OHMS/KFT x LOAD - VOLTS - LN SOFT x .101 /1000FT x 150A' - .7575V - LN .7575V - LNx 2.0 (VPH) - 1.515V - LL 1.515V - LL j 240V - .0063 .0063x 100 = 0.63% VDROP GENERAL ELECTRICAL NOTES 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE 2014 NATIONAL ELECTRICAL CODE (N.F.P.A. 70), 2014 N.F.P.A. 72, 2014 N.F.P.A. 101, 2014 FLORIDA FIRE PREVENTION CODE, 2014 FLORIDA BLDG CODE, LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUAUTY AND WORKMANSHIP ESTABUSHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MEN11NED CODES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 3. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 4. MINIMUM WIRE SIZE SHALL BE #14 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 5.. ELECTRIC SERVICE TO BE INSTALLED AT 3 FEET ABOVE MSL. ALL CONDUIT RISERS SHALL BE GALVANIZED RIGID STEEL (GRS). WHERE CONDUIT BENDS UPWARD FROM UNDERGROUND TO ABOVE GROUND, USE AN APPROVED PVC TO GRS COUPUNG. GRS CONDUITS SHALL EXTEND A MINIMUM OF 18" BELOW GRADE. 6. WIREWAYS SHALL BE SIZED AS REQUIRE PER N.E.C. UNLESS OTHERWISE NOTED. 7. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF OUTDOOR, NEMA 1 INDOOR). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 8. PROVIDE GFI CIRCUITS FOR ALL BATHROOM,EXTERIOR OUTLETS AND AS SHOWN ON PLANS. ALL RECEPTACLES WITHIN 6'-0" OF A SINK SHALL BE GFI TYPE. 9. ALL 120V SMOKE DETECTORS AS WELL AS 15 AND 20 AMP CIRCUITS IN BEDROOMS AND ALL UVING AREAS SHALL BE FED FROM ARC FAULT PROTECTION TYPE CIRCUIT BREAKERS IN ACCORDANCE WITH N.E.C. 210.12. 10. SMOKE ETRE TO S�CONTAINEDCTORS SHALL BE HARD WIRED AND HAVE SELF SHALL BE T NDOM WI ED SO ALL DETECTORS SO SOUND SIMULTANEOUS. ACK-UP. ANEOUS ATTERY$ 11. ALL CARBON MONOXIDE DETECTORS TO BE PLACED WITHIN DETECTORS SHAH BE HAD WIRED A DHAVE SELF CONE TA D BATTERY BACK-UP. OF OMS, 12. ALL THERMOSTAT LOCATIONS TO BE COORDINATED AND APPROVED BY CONTRACTOR PRIOR TO CONSTRUCTION. 13. IN GENERAL, PROVIDE TAMPER PROOF RECEPTACLES IN ACCORDANCE WITH NEC 406.11 & 210.52. 14. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH U.L APPROVED CONNECTIONS. IF NECESSARY THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM PER N.E.C. 250-81. 15. ALL TRICAL EQUIPMENT SHALL BE CI CONDUITS CONNECTED TO SUCHEQUIPMENNTIGHT T HALMA L MERE EXPOSED TO THE WEATHER. BE UQU DTIGHT. ALL FLEX 16.. ALL CLOSET LIGHTING SHALL MEET AND COMPLY WITH N.E.C. 410.8. 17. LIGHTING CONTROL SHALL BE BASED UPON F.B.C. ENERGY CONSERVATION, 2014 EDITION, ARTICLE 505. 18. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION PF NOT LESS THAN 200 19. GYPSUM BOARD SHALL COMPLY WITH F.B.C.R. 702 & A.S.T.M. STANDARDS 20. CERAMIC TILE AND BACKER BOARD IN SHOWER AREAS SHALL CONFORM TO F.B.C.R. 702.4 21. OCCUPANCY IS RESIDENTIAL R-3 TYPICAL SWITCH & RCPT MOUNTING PLUMBING NOTES -IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION VAIN OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. -PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER SOUTHERN BUILDING CONGRESS STANDARD PLUMBING CODE PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING BUILDING CONGRESS STANDARD PLUMBING CODE -INSTALL PRESSURE EDUCING VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING CONGRESS PLUMING CODE. -PLUMBER TC PROVIDE EXPANSION LOOPS IN HOT WATER UNES. -PLUMBER TO VERIFY TIE-IN ELEVATIONS OF UTILITIES SUM BEGINNING WORK. -PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES- -IF PVC SCHEDULE 40 PLASTIC PIPE IS USED, PROVIDE EXPANSION JOINT IN ALL VERTICAL SOIL AND WASTE STACKS AS PER SOUTHERN BUILDING CONGRESS PLUMBING CODE -PLUMBER TO DROP PIPING WHERE SQUIRED TO CLEAR BEAMS, ETC. -ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS, do SINKS TO COMPLY WITH PALM BEACH COUNTY WATER CONSERVATION CODES NOT TO SCALE GFCI RECEPTACLE Z i� M BASEMENT, LAUNDRY, UTILITY ROOM PLUMBING RISER 2" VTR !ja 2" TUB 1I" LAV 2" 3" W.C. .s C.O. 2" ELECTRICAL LEGEND FII 2" VTR 1 r' 7i 1e' SINKS 3 I ` s FIXTURE EXHAUST FAN MIN. SPST WALL SWITCH Qa VTR MIRROR . 1I" LAV' 3��.C. ,»'" ��� 3" 7' � � C.O. 3" LIGHT FIXTURE SWITCH -t GFCI DUPLEX RECEPTACLE SPLIT WIRED RECESSED HI -HAT LIGHT FIXTURE I� RECEPTACLE WALL MOUNT LIGHT FIXTURE GFCI TELEPHONE OUTLET {'� '►` SURFACE MOUNT LIGHT FIXTURE MAX. 4'-0"' 3'-8" °° RECEPTACLE °Q SMOKE DETECTOR VP Is IS O LESS CEILING FAN WP X FOR REE DOOR BELL CD COMBO SMOKE/ CARBON MONOXIDE DETECTOR FLOOD LIGHTS ell LAVATORY 18" ACCESSIBLE RECEPTACLE KITCHEN BATHROOM PLUMBING NOTES -IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION VAIN OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. -PROVIDE VALVES FOR DRAINAGE OF WATER LINES PER SOUTHERN BUILDING CONGRESS STANDARD PLUMBING CODE PROVIDE VALVES FOR HOT AND COLD WATER SUPPLY RISERS PER SOUTHERN PLUMBING BUILDING CONGRESS STANDARD PLUMBING CODE -INSTALL PRESSURE EDUCING VALVES AT WATER METER IF REQUIRED PER SOUTHERN BUILDING CONGRESS PLUMING CODE. -PLUMBER TC PROVIDE EXPANSION LOOPS IN HOT WATER UNES. -PLUMBER TO VERIFY TIE-IN ELEVATIONS OF UTILITIES SUM BEGINNING WORK. -PLUMBER TO SUPPLY AND INSTALL LOOPS AT ALL PLUMBING FIXTURES- -IF PVC SCHEDULE 40 PLASTIC PIPE IS USED, PROVIDE EXPANSION JOINT IN ALL VERTICAL SOIL AND WASTE STACKS AS PER SOUTHERN BUILDING CONGRESS PLUMBING CODE -PLUMBER TO DROP PIPING WHERE SQUIRED TO CLEAR BEAMS, ETC. -ALL WATER CLOSETS, LAVATORY, SHOWERHEADS, URINALS, do SINKS TO COMPLY WITH PALM BEACH COUNTY WATER CONSERVATION CODES NOT TO SCALE GFCI RECEPTACLE Z i� M BASEMENT, LAUNDRY, UTILITY ROOM PLUMBING RISER 2" VTR !ja 2" TUB 1I" LAV 2" 3" W.C. .s C.O. 2" PLUMBING RISER N.T.S. /N/DATA JAG RECEPTACLE 0 PLASMA N LOCATIONS ?3 , , r r 1 1 r / , r r 1 , r r , r r r 1 , , , 1 , r r r , , r , r r r , , , , , r , , r , , r r r , , , , , , , r , , , , , i , 1 h.b , , , , , i , , c , , , , , i , , , , r , i i , , , , 27 , WP GFI FOR ii IRRIGATION TIMER , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 2 POLE NONFUSED, 60A DISCONNECT 2--------�----------------------------- ------- ELECTRICAL LEGEND SYMBOL 2" VTR 1 r' 7i 1e' SINKS 3 I ` s C.O. EXHAUST FAN SPST WALL SWITCH Qa VTR 3., VTR 3" 1 I" LAV 2" TUB I I q2" W.M. 1I" LAV' 3��.C. ,»'" ��� 3" 7' � � C.O. 3" PLUMBING RISER N.T.S. /N/DATA JAG RECEPTACLE 0 PLASMA N LOCATIONS ?3 , , r r 1 1 r / , r r 1 , r r , r r r 1 , , , 1 , r r r , , r , r r r , , , , , r , , r , , r r r , , , , , , , r , , , , , i , 1 h.b , , , , , i , , c , , , , , i , , , , r , i i , , , , 27 , WP GFI FOR ii IRRIGATION TIMER , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 2 POLE NONFUSED, 60A DISCONNECT 2--------�----------------------------- ------- I N' Sri, N,.T* 7m 11 , 4- h. b. -h.b. , , , , , , , , , s , , , f 27 , WP GFI , , , r , , , , , , r , , A s I A A arr !1 I e n w 1 T 1 1 P 1"1 i^ i- 1 A 1111 1 m r IA l l- \ A/ COIL UP 10 FEET OF SLACK FOR FPL 3#2/O(CU)- - 2 1/2-C (RGS) 200A NEMA 3R METER W/BYPASS FOOTING STEEL 5/8"x10" COPPER GROUND ROD NOT TO SCALE GARAGE) COPYRIGHT 2009 ANDREW MORGAN SERVICES CoA No. 28093 PH 581-881-8999 FAX 581-881-0( SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH. FLORIDA 3340 ti !!!I 2 p C 0 Z j2a ...............��` SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE L) 6V 0 �W V J W < W CD qqr� W Li o ® < 0 1U. 119 M W C1 W = C' CD f � V W e W < L r Lu ry N m m �NZ�� � 0 � L u C CY)0 Z �1- 0 >- dd C Cao 0 aoMz�- Z W L.L� 000 Um0®C r•� Date: Drawn Br: Checked W. A, Description: sheet No: TOTAL NUMBER OF SHEETS - 4 ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION 3" 2 WAY C.O. t TO SEWER GANG SWITCH PANEL ® EXHAUST FAN SPST WALL SWITCH Qa DISCONNECT SWITCH 3 3 -WAY SWITCH ® PANELBOARD O ' CARBON MONOXIDEFLUORESCENT DETECTORS LIGHT FIXTURE DUPLEX RECEPTACLE SECURITY SPOT LIGHT DUPLEX RECEPTACLE SPLIT WIRED RECESSED HI -HAT LIGHT FIXTURE I� 220V RECEPTACLE WALL MOUNT LIGHT FIXTURE TELEPHONE OUTLET {'� '►` SURFACE MOUNT LIGHT FIXTURE N� TELEVISION OUTLET GFI GROUND FAULT INTERRUPTER SMOKE DETECTOR VP VAPOR PROOF CEILING FAN WP WATER PROOF DOOR CHIME DOOR BELL CD COMBO SMOKE/ CARBON MONOXIDE DETECTOR FLOOD LIGHTS NOTE: RECEPTACLES IN KITCHEN AND BATH AREAS TO BE 40" A.F.F. ALL 120 VOLT SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI TAMPER PROOF RECEPTACLES MUST BE INSTALLED IN ALL 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS I N' Sri, N,.T* 7m 11 , 4- h. b. -h.b. , , , , , , , , , s , , , f 27 , WP GFI , , , r , , , , , , r , , A s I A A arr !1 I e n w 1 T 1 1 P 1"1 i^ i- 1 A 1111 1 m r IA l l- \ A/ COIL UP 10 FEET OF SLACK FOR FPL 3#2/O(CU)- - 2 1/2-C (RGS) 200A NEMA 3R METER W/BYPASS FOOTING STEEL 5/8"x10" COPPER GROUND ROD NOT TO SCALE GARAGE) COPYRIGHT 2009 ANDREW MORGAN SERVICES CoA No. 28093 PH 581-881-8999 FAX 581-881-0( SUITE 109, 513 US HIGHWAY 1 NORTH PALM BEACH. FLORIDA 3340 ti !!!I 2 p C 0 Z j2a ...............��` SUNNY SOUTH CONSTRUCTION C.G.C. 1518057 TELEPHONE L) 6V 0 �W V J W < W CD qqr� W Li o ® < 0 1U. 119 M W C1 W = C' CD f � V W e W < L r Lu ry N m m �NZ�� � 0 � L u C CY)0 Z �1- 0 >- dd C Cao 0 aoMz�- Z W L.L� 000 Um0®C r•� Date: Drawn Br: Checked W. A, Description: sheet No: TOTAL NUMBER OF SHEETS - 4 © COPYRIGHT 2014 O'BRIEN, SUITER & O'BRIEN, INC. SITE DRAINAGE CAL CULA T/ONS ivoliTA LOT AREA = 7,309 SQUARE FEET 1007 PROPOSED RESIDENCE 1, 786 SQ.FT. 247 PROPOSED DRIVE & PATIOS 583 SQ.FT. 87 TOTAL IMPERVOIUS AREA 2,369 SQ.FT 327 TOTAL PERVIOUS AREA 4,940 SQ.FT 687 SITE DRAINAGE CRITERIA: RETAIN THE RUNOFF FOR 3 YEAR STORM EVENT V = AJC A=7,309 1=2.5" C = (2,J69 X 0.9) + (4,940 X 0.2)/7, 309 = 3,120/7, 309 = 0.42 CAL CUL A TIONS: V= 7,309 X(2.5/12)X0.42= 640CU.FT. RETENTION VOLUME PROVIDED: SWALES. V = 1/2(302 X 6 X 0.75) = 680 CU.FT. TOTAL RETENTION PROVIDED = 680 CU.FT. LEGEND = CENTERLINE C.A. = CENTRAL ANGLE I.R. = 5/8" IRON ROD WITH CAP #LB 353 = OVERHEAD UTILITY LINES +23.93 = ELEVA TION BASED ON NA TIONAL GEODETIC VERTICAL DATUM 1929. SOURCE• FLORIDA GEOLOGICAL SURVEY BENCH MARK 'DEL RAY NORTH BASE RM -1" FLOOD ZONE- C 215 = PROPOSED ELEVATION �— = DIRECTION OF DRAINAGE FLOW OT 1 BLOCK 3, POINCIANA HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T BOOK 23, PAGE 183, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 4 PAUL D. ENGL E THE SIGNATURE AND SURVEYOR & M PPER #5708 SEAL OF A FLORIDA AND MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION ILB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. • PAUL D. ENGLE 955 N. W. 17TH AVENUE, SUITE K-1, DELRA Y BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 ATE I I SCALP )CTOBER 16, 2015 1ELD BOOK PAGE NO. B. 176 31 1" = 10' ORDER NO.: 14-102db © COPYRIGHT 2015 O'BRIEN, SUITER & O'BRIEN, INC. O D O Q W W L4 LEGEND = CENTERLINE C.A. = CENTRAL ANGLE I.R. = 5/8" IRON ROD WITH CAP #LB 353 = OVERHEAD UTILITY LINES +23.93 = EL EVA TION BASED ON NA TIONAL GEODETIC VERTICAL DA TUM 1929. SOURCE• FLORIDA GEOLOGICAL SURVEY BENCH MARK 'DELRA Y NORTH BASE RM -1" FLOOD ZONE- C T 1, BLOCK 3, POINCIANA HEIGHTS, ACCORDING TO THE PLAT rREOF, AS RECORDED IN PLA T BOOK 23, PAGE 183, OF THE 3L IC RECORDS OF PALM BEACH COUNTY, FLORIDA. iSYvkg 3 VC7 MAP OF BOUNDARY S( 1' %# SITE ADDRESS- 1100 N. W. ST STRET T BOYNTON BEACH, FLORIDA 334,5 ?EBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE'CkAkE MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA ?D OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA VISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. N PA UL D. ENGL E OT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MA 1bPER E ORIGINAL RAISED SEAL OF A FLORIDA #5708 i CENSED SURVEYOR AND MAPPER. O'BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #LB353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. PAUL D. ENGLE 955 N. W. 17TH AVENUE, SUITE K-1, DEL RAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 D TE OF SURVEY SCALE.- OCTOBER 16, 2015 1" = 10' F/ LD BOOK PAGE NO. ORDER NO.: .176 31 15-102db N