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Building Plans 2-13-19
1o1'—s" x 42'-4" 9'-10" 49'-4" RECEIVED 18'—{�" 24,_4,. 3,_�., 4._10j., 25'-1" 25'-9°' ADVANCED 1 —7j" JAN 1 8 2019 �\ _8,- - - - - - 16'-4" — — — — — - - 7_g - - - - - - 9.-- - - - - - - - - - �, - - - - � 5,_6„ ST. Lucie County, Permitting Id DESIGN & 5'-6" 12'-2" 4'-7" 4'-7" 14.^5,. ---------------------------- 4 4 -------------------------- BUILDING I II \ 1 \ o 18°-4" 22'-0" I I ARCHITECTS TAP I I \ GUEST ROOM o \ 22'-0"X12'-8" DO o I I I I I I \\ BACK PORCH g' CLG• i� I Do I GENERAL I II I / } s' c�- - - _ _ _ _ _ _ _ _ bo c �\ \ `° ��� ,,:' CONTRACTORS i A ROUND HILL DEVELOPMENT GROUP COMPANY � 17968 115 TH AVE. NORTH\ R' 44'-8" JUPITER, FLORIDA 33478 PO CH I \`g\' N ;; PH: 561-216-1000 / \ ir"• N } CELL 561-718-0831 I I / 4•_8„ 14'-0" 9 - O' C \ — — _ _ — — — — — — — — _ — N0. MIAMI9BEACHH FL 33162 \ — — — —' - - - - - - - - - - ` - - - - ' 30I BEACH, BATH CLG. \ 18'-11' V-6" 9'-10" 1'-6' . I I I p \ / / 1O'-3" 1'-6" --�y WWW.ADVANCED-DESIGN-BUILDING.COM �.:' THESE DPAYIINGS AND SPECIFICATIONS ARE 1 14'- 'X5 -0" 3 N / I # RONUN�DUMEN D OF SERVICE EVELOPMENT AND ARE THE PROPERTY OF D - --'------ OESIGN @ SUILOMG. THEY ARE NOT t0 BE USEO ON---'--'--'-`-'�- -------- ------ ------- ANY OTHER PROJECTS OR ETOETISJONS OF THIS PROJECT ------------- IXCEPf BY WRITTEN AGREEMENTS WfM ROUND HILL 4 G o N \` ' PORCH I NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICARONS ARE TO BE MADE I I ------------- _____---__----_ nEVELOPMENrGRaP. PORCH WITHOUT OBTAINING WRITTEN PERMISSION FROM 25,-9"X9,-4" 24 -9C 6 -8 / I I ROUND HILL DEVELOPMENT GROUP. 00 G. — — — — —' — — — . — — I O I 5 9' CLG. N / I 1'-8" 17'-4" I / / 11'-9" ✓ 2'-Sy I NiCF11111M BERNA © © / 92 I I JON ,AcT y of ° m,. � g 0 ET= / � f o n 0 o I \ 11p / I DATE• j• w 1 �O BATH p` \ o+' 12'-0"X12' 8" MASTER BED " 9' CLG 18'-7 " X15'-6 ao o N I PORCH I /24'-4' I 18'-4' X / I 9' CLG. 6'-0"X21'-4" �❑ KITCHEN I N I \ /I I i' o — — — — — — — --< CLIENT: ° C G. a 24'-4"X 21-0„ \ e b I ® WINDOW AND DOOR SCHEDULE I - 12' CLG• N I \ / II I s; ; \ 1r-°" ( BERGER RESIDENSE FAMILY ROOM /o NO. NOMINAL SIZE WIDTH X HT. TYPE REMARKS I \ I \ 18 o 76'WIDE X 96"HIGH ENTRY DOOR OUT SWING, IMPACT PER PRODUCT APPROVAL I \ \ 16' CLG. / / 00 LAUN RY J I N O2 64"WIDE X 96"HIGH DOUBLE DOOR OCT"SGD-780"SERIES I / / I \ / 5'-50X9 —1 1" SLIDING GLASS DOOR pII I I \ / 9' CLG. \ \ d O 30"WIDE X 96"HIGH SINGLE DOOR PGT"SGD-780'SERIES O I ]E.P. \ i i SLIDING GLASS DOOR _ ® 36"WIDE X 72"HIGH ALUM.SINGLE HUNG IMPACTWCATEGORY II SAFETY A/� I \ I 00 ADDRESS: b I GLASS PEP FBC 4 441C 2 313 -°" 29'-4" IMPACT W CATEGORY II SAFETY 36 WIDE X 79 HIGH ALUM SINGLE HUNG GLASS PER FBC 4 4410.2 3,1,3 t� 30"WIDE X 76"HIGH ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY L GLASS PER FBC 4 4410.2 3,1.3 ( 5'-0'X8'-$" oLL \ �a S STORAGE \ I l 27"WIDE X 36"HIGH ALUM SINGLE'HUNG IMPACT W CATEGORY II SAFETY i \ \ 23'-1 "X9'-0" I G',_ASS PER FBG4 4410.2 31 3 I 7 / °D 00 �• _ _ f IMPACT W CATEGORY II SAFETY \ \ ® 36"WIDE X 52"HIGH ALUM SINGLE HUNG GLASS PER FBC 4 4410.2 313 \ O IMPACT W CATEGORY II SAFETY `d I ,FXCERCISE R o. UNL R J I `lam I g 72"WIDE X 72°HIGH ALUM.SINGLE HUNG - OOM o PA— N� I I GLASS PER FBC 4 4410.2 31:3 17'-0"X 14'-0" IMPACTWCATEGORY11SAFETY I /� 9' CLG 5'-0"X4' 4° DINING ROOM I + �'�\ I MEDIA ROOM \ 2 I 10 84"WIDE X7fi"MGH ALUM SINGLE.HUNG GLASS PERFBC44410.2313 I 12'-5"X 14'-10" / / I i /18 I \\ I I 15'-8"X 10'-8" \ 11 Do 24"WIDE X 76"HIGH ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY I +$ ° _ C_G\. I 6+ I — — — — — — — — — — MPACTWCA CATEGORY N I r � ° 16' CLG. / --- \ I 11' CLG. BATH _ 00 I / p + _ o °�8 3'x 9'-4"..° t 27"WIDE X 60"HIGH ALUM.SINGLE HUNG IMPACT W CATEGORY II SAFETY O / 17'-0" I d \ I !/AA Ifs\ O12 I 5'-0' 12 -5" _70�-- 15'-8" I ° r 8'-3" �+° rn I N DcJti r!i :\ 1. County GLASS PER FBC 4 4410.2 313 / / \ 13 36"WIDE X 30 HIGH ALUM.SINGLE HUNG IMPACT W CATEGORY II SAFETY I / ( Environmental Cons GLASS PER FBC 4441D.2,3.1.3 I I A/h I I / / / / / \ \ \ / / I I o I Sim Plan Approved for Construction 14 24"WIDE X 32"HIGH ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY I \ I °°O I CL S GLASS PER FBC 4 4410.2.3.13 I / \ � / Supersedes AN Previous Site Plans for I s, = \ 3`0. OSTDS#5(S�-1 15131 &Weil # CONTRACTOR rOVEzry ROUGH ODD,NooNeNso"sroR DOORS AND wNocws ORDERED vaoRrocoNstauerc" ALK YIN � \ I I o Date: ly o 3 -10� PANTR ALL DOORS AND wmocvsro BELOW E GLASS ADD NPncr / 1 / 18 Revie a : 0 I I I 16' CLG\ A/C 2 A/C 9 _ — PA II I \ i7'-101„ N3 _0 / 13 O5 13 O 13 / / / \ \ O O O p I REVISIONS: 5 13 5 13 \ ' , I -CLOSET 4 x 4 -3 5 5/ \ - - — 0 I i / POR H I `� 14 1144 PORCH mI m I N / I ° 370"x 8'-5"37'-0"x 8'-5" m 14 I I N M I v I / 10'-6" CLQ. I i '-6" c G. I I BED I - ------- ---- ------I - - I = 12'40"x 13'-9" o10 I / 0) CLG. SQUARE FOOTAGES — — — — — — — _I ( DRAWN BY: JMG 1 -6 14'-9" — 1-6 7'-2" -6'`1 1 9'-1°' — V 1 '-0"\ A/C = 3436 SQ,FT — I CHECKED BY: BVJ FRONTCARP P = 367 o It — — — — / I PROJECT //: FRONT PORCH = 284 SQ.FT I / I \ \ REAR- SIDE PORCH = 750 SQ,FT I I SCALE: } INCH TOTAL SQ FOOTAGES = 4837 SQ.FT / \ 71 o I / 3'-10" 3'-10\-' o ° ° 4.6 10 2°_5„ _9. 4,_6. — — 3 -0 3 -0 3 -1 , 3 -9 , 3._9 .ELOOR PLAN , „ _ 2°-5" ' 2 „ 4 -4 2'_3 .' 38 2,-3V2 -2 — — SCALI'�: 1/4" = V-0" 17'-4" 18'-1 " 7'-7" 1 1' 13'-4" A14'-10" 82'-6" ADVANCED I DE N SG & 12 12 BUILDING 5 F — 15 ARCHITECTS ENTRANCE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' a 12 0 DINING ROOM HEIGHT 5 A 1T Orr GENERAL �- . . . . . . . . . . . . . . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 12 CONTRACTORS 1 2 ® 5 AROUND HILL DEVELOPMENT GROUP COMPANY io 17968 115 TH AVE. NORTH 51 :ffl [Ed LLLi 12 12 I JUPITER, FLORIDA 33478 000 5 1 ::: 5 ELL 561 7 8-0831 PORCH HEIGHT t t CEILING HEIGHT — N0. MIAMI BEACH, FL, 33162 - — — — _ — — — — — — — — — — — — — — — — - — — — — 305-454-8000 10'-6" I WWW.ADVANCED-DESIGN-BUILDING.COM R00 THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF 9'-0' ROUND HILL DEVELOPMENT GROUP, INC./Ebo ADVANCED — — — — — r—Qrr DESIGN & BUILDING. THEY ARE NOT f0 BE USED ON 2"X8" FASCIA —Q11 I EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT p� DEVELOPMENT GROUP. NO DESIGN DPAWI CHANGES WHICH ALTER RE O 13E OF THESE DRAWINGS IN SPECHGRERM ARE TOO MADE WITHOUT OBTAINING DEVELOPMENT PERMISSION FROM ROUND HILL DEVEIDPMEM GROUP. 1H 0)s s O O I I 00 o a ARCFmm. BERNA JOKE FINISH FLOOR FIRST AR � 11— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- FLOOR E_L.� �' o a� —�n —' Or_0r' SEALS ` C `— c FRONT ELEVATION =` SCALE 1/4"=1 '0» ATTIC VENTILATION CALCULATIONS CLIENT: TOTAL ATTIC AREA= 4,436 SQ. FT BERGER RESIDENSE 1/150 X 4,436 = 29.57 SQ. FT 16"X 6"SCREEN VENTS = 49 SQ IN NET OR.34 SQ FT, NET 29.57 / .34 = 86.97 OR 87 VENTS REQUIRED , ENTIRE PERIMETER OF 482.8 FT / 87 = 5,6 FT ADDRESS: 2 , 87 VENTS @ 5'-6"O.C.ALONG ENTIRE PERIMETER ON THE SOFFIT. 12 5 15 51 ENTRANCE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DINING ROOM HEIGHT — — — — — — — — — — 1'-0" 5 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - 16'-0" EXTERIOR 12 5 51 �5 �12 in ELEVATIONS PORCH HEIGHT 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CEILING HEIGHT 10 —6"� — 1 -0 ROOF - - - - _0 s F 2"X8' FASCIA '-0" _I 9-- " io 00 REVISIONS: s o o I ) 0 0 FINISH FLOOR — FI RST — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT ELEVATION SCALE 1/4"=1 '0" DRAWN BY: JMG CHECKED BY: BVJ PROJECT k. SCALE: } INCH EXTERIOR ELE- VATIONS A - 2 SCALE: 1/4" = 1'—O" ADVANCED DESIGN & BUILDING 12 ARCHITECTS 51 5 ENTRANCE HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - _ _ _ _ _ _ GENERAL DINING ROOM HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONTRACTORS 1 6'-O� AROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH _ r 1 2 PH: 6 -21 JUP 5 FLORIDA1000 5 78 �. 1.L__ CELL 561-718-0831 51 319 167TH ST 5 i0 NO. MIAMI BEACH, FL, 33162 305-454-8000 PORCH HEIGHT _ _ WWW ADVANCED DESIGN BUILDING COM DRAM GS AND SPECIFICATIONS ARE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ — - INSTRUMENTS VE SERVICEOPMENT AND AREGROUP. THE PROPERTY OF UD ROUND HILL DEVELOPMENT GROUP. INC./ 13E ADVANCED CEILING HEIGHT -I - - - - -10'-6' DESIGN @BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PRQIECTS OR EXTENSIONS OF THIS PROJECT ROOF ,` IXCEPf BY WRITTEN AGREEMENTS WITH ROUND HILL p„ DEVFLOPMFM GROUP. NO DESIGN CFWIGES VMICN ALTER THE INTENT -p" O 9' p OF THEE DRAWNGI OR SPECFlCARONS ARE TO BE MADE NING 2"X8" FASCIA Do W�CROUUT ND@HILL DEVELOPMENT GROUP. M o ARCFMrm- BERNAR JONE 4 o a o AR ®7] mac a'', FINISH FLOOR FIRST S I' LL 0 I u_ — — -- — A:6!1 — — ---- — —� — FLOOR EL.r6 REAR ELEVATION SCALE 1/4"=1 '0" CLIENT: BERGER RESIDENSE 12 15 ADDRESS: 12 51 12 — 15 ENTRANCE HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DINING ROOM HEIGHT -p„ 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5 — — — — �5 15 1215 � EXTERIOR PORCH HEIGHT — — — — — �5 — — �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — T — — — — — — ELEVATIONS CEILING HEIGHT - 10'-6 — s — — — ROOF 2"X8" FASCIA DD Fmi I m REVISIONS: 01101 FINISH FLOOR - . . . . . . . . . . . . . . L — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION SCALE 1/4"=1 '0" DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH EXTERIOR ELEVATIONS A - 3 SCALE: 1/4" = 1'-O" 101'-6" 24'-4" 59'--2" ADUNCED 1'-4" 16'-8" 1 -4„ 4'-7" 3'-8" 3'-1" 3'-1" 3'-8" 4'-11" 7'-9" 2'-1 " 4'-8" 44'-8" _ --- _ - DESIGN & _ ______________________ ___-_ __ O —I — — — — — — — — — — — — — O L N I F-' — ■ Q X 8 FILLED CELL F-' F-4 C- WITH (i) N0. 5 BAR (TYPICAL) I L + BUILDING DO I I • ARCHITECTS II O I I � n 00 I I F-t I I I I I s. 'tGo F-1 M X B FILLED cn CELL a0 F_4 +- ■ WITH (1) NO. 5 BAR (TYPICAL) F G_ G E N ERA L O 8 X 8 FILLED CELL _ CONTRACTORS L F-2 WITH (1) NO. 5 BAR (TYPICAL) I C R\ A ROUND HILL DEVELOPMENT GROUP COMPANY ,Q, 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 ■ ■ �� F-1 O ■ I PH: 561-216-1000 �F-2\� 5 18'-11" 1 _6 9'-10" 1'-6" CELL 561-718-0831 10'-3" 2'-1" 319 167TH ST I _ N -------- _ _ _ J- 2j' N0. MI OI58454H800033162 ao ao ( F-z I- C _ -----� ---- -___--L ------------ WWW.ADVANCED-DESIGN-BUILDING.COM THESE DRANNGS NS ARE F-1 I \, \ F-4 F-2 I F-2 INSTRUMENTS OF SERVICEAND ARE THEOPROPERTY OF L_ J J ROUND HILLDEVELOPMENTGROUP, INC./ dbu ADVANCED1+ C 5 DESIGN k OUROINC THEY ME NOT 1D BE USED ON■ ■ ---------------------- ■ ■ ■ , F-4 F-4 ANY CTHEA PROJECTS OR EXTENSIONS OF THIS PROJECT IXCEPf BY WRIf1EN AGREEMENTS WTTi ROUND HILL ellNO DESIGN CHANGESWHICH ALTER THE INTENT OD DEVELOPMENT GROUP. I OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE L J 25'-1" 25'-9" (O WITHOUT OBTAINING WRITTEN PERMISSION FROM 17'-0" 4'10" 2'_8" I F-2 Q I 6'-O" ROUND HILL DEVELOPMENT GROUP. 3'-9„ 8 6,-0" 8 3'-8" 3,_2„ 3,-8„ 3r-6„ 3,-9„ 3,_2" 3,-5„ 3,-8„ 1'-7� 1Ilk 19'-0" 3'�0" 3'- F-1 _ 8 X 8 FILLED CELL ■ ■ ■ ■ ■ ■ ■ , ARaHmop B QI� F-1 I 9J'J� WITH (1) NO. 5 BAR (TYPICAL) — — — — — — — — — — — — — — — dy o ■8 X 8 FILLED CELL O O N ECT p�j WITH (1) NO. 5 BAR (TYPICAL) I ■ ■ ■ ■ ■ ■ ■ ■ F-' m I Q 8 X B FILLED CELL F-' ■ IL' > I h I�. 4 (. WITH (1) NO. 5 BAR (TYPICAL) F-1 �' L -4— - - - - - - - - - - - - - - G-3 - - - -J A ' LL I O C \ O F-' ro l Q I 8 X 8 FILLED CELL F-1 - ■ N ��., v, ;. � In ( F-1 I WITH (1) N0. 5 BAR (TYPICAL) � _ - _ . „\/-� N ■ I F2 7 00 A ■ i I CLIENT: ■ i I BERGER RESIDENSE I _ ■ I in N I 1 al 00 r1 I 4" THICK MONOLITHIC CONCRETE SLAB L — — — M ■ POURED WITH FOOTINGS PER SCHEDULE: 6'-o" I F-' 3000 PSI, 66 X 1010 WWF ON, TERMITE +0.0 SEE SURVEY FOR FINISH F-2 SI 3 -4" 2'-8" TREATED SOIL, WELL COMPACTED TO MIN FLOOR ELEVATION �I'"� un 2500 PSF, 6 MIL VAPOR BARRIER / I I 8 X L FILLED CELL 8 X 8 FILLED CELL WITH (1) NO. 5 BAR (TYPICAL) 00 ■ ■ ■ WITH (1) NO. 5 BAR (TYPICAL) M F-1 ■ — — — I ADDRESS: I IT- _ J I r� F-10 ■ F-2 - - tn— F 1_... _- - - - - J N I A F - - - - - - - � I I F-2 I I I ■ ■ ■ ■ cV i —I I ■ F-2 ■ 5'-11j„ F-2 yV I 1 � o i F-2 GD � I L- - - - - - - - � 14'-10" N d- ■ F-2 — I A/C o STRUCTURAL I el � jrJ F-1 F-1 - - - ■ - O ■ 8 X 8 FILLED CELL ■ ■ ■ ■ F-1 I ■ ■ ■ ■ I WITH (1) NO. 5 BAR (TYPICAL) O L_ - - - - J O O ■ I F-5 F-5 ¢ A/C I - — 8 X 8 FILLED CELL ■ 9,-0„ 4 — C-2 C-3 C_3 F-5 WITH (1) NO. 5 BAR (TYPICAL) X 8 FILLED CELL (O c ■ ■ WITH (1) N0. 5 BAR (TYPICAL) ■ ■ ■ F-1 p F_5 � I F-5 I■ 4 REVISIONS: F 2 1 to 8 X 8 FILLED CELL ■ M 9„ 9„ 'r-1,. 1 1r_4 „ 7'-_�„ 51„ ) 5A'I WITH (1) N0. 5 BAR (TYPICAL) (714 Ih I r 6 ( � 1 1'-1' 2'-8" 2'-8" I 3'-8" 8 9'-4" 3'-8" 3,-8" _ p1 00 ■ 4'-2" 9'-0" 4'-2" 15r_ ,r 3,-1jr. 7,-7„ 3, 1 „ 8, 2 „ T �O 0� F_2 F-4 N) ■ C5 e - -I------------------- C= F - ---------� O ILI iL -1C-5 F_2 F - O L ■ I F-1 F-1 t t--.--_--1 I ° �I ... JV C-5 J — N , 1, ■ C 2'-1" 14'-2" 2'-1" -1" r1 e X 8 FILLED CELL of DRAWN BY: JMG O e ■ WITH (1) NO. 5 BAR (TYPICAL) CHECKED BY: BVJ I of � / <N � ■ _. M PROJECT #: o ■ �((� ■ _ SCALE: } INCH . ■ . I F-1 L 20 J 2'-6" o I I 9'-01, 4 17'-4" 16'-3" 11'-4" 9'-5" 13'-4" 14'-10" 82'-6" si FOUNDATION PLAN t, ADVANCED DESIGN & FOUNDATION SCHEDULE SIZE REINFORCING REMARKS REINFORCING BUILDING MARK MARK SIZE REMARKS DEPTH GNTH) BOTTOM TOP W WIDTH X DEPTF BOTTOM TOP BOTH WAYS F-1 CONTINUOUS (2) P5 CONTINUOUS F_7 ARCHITECTS MONOLITH MONOLITHIC 8" X 1 CONTINUOUS F_2 CONTINUOUS (1) #5 MONOLITH MONOLITHIC F-8 F-3 CONTINUOUS (5) #5 (5) #5 YES CONTINUOUS F_9 G E N E R A L MONOLITH CONTRACTORS F_q 16"X48" X #5 0 #5 ® YES ISOLATED F_10 A ROUND HILL DEVELOPMENT GROUP COMPANY 48' 6 " O.0 6 ' O.0 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 20' X 18" CELL 561-718-0831 F-5 CONTINUOU (2) #5 (1) #5 CONTINUOUS 319 167TH ST MONOLITH MONOLITHIC NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W.ADVANCED-DESIGN-BU I LDI NG.COM THESE DRAWINGS AND SPECIFICATONS ARE CONCRETE TIE — BEAM SCHEDULE F-6 UENDOOF SERVICE AND ARE PRO� FAOUNDNILL MENE GRO INC./ aAW DESIGN & BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT REINFORCING HOOPS REMARKS EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL MARK ELEV. SIZE SEE 5000 PSI CONCRETE UP THRU 2ND FLOOR POUR oEVEIOPMEM GROUP. 3500 NO DESIGN CHMIGES WHICH ALTER THE INTENT (A.F.F.) W X H BOTTOM MIDDLE TOP SIZE SPACING NUMBER NOTES PSI BEAMS AND COLUMNS ABOVE 2ND FL OF THESE DRAWINGS OR SPEOFICATRINS ARE TO BE MADE DECK WITHOUT OBTAINING WRITTEN PERMISSION FROM B-1 ROUND HILL DEVELOPMENT GROUP. 12X20 3 — #5 3 — #5 3 - #5 #4 fi" O.C. B-tA 8 X 12 3 - #5 3 - #5 #3 * 4', 812" W&332#5 TOP FROM EACH #3 ST RUPS B_2 12 X 16 2 - #5 2 _ #5 2 - #5 #4 18" O.C. GRADE BEAM / FRONT PORCH BEAM ARCFNIFI:h ARixa�� c . c $ 16 X 24 3 - 6 3 - #8 3 - 6 CONCRETE BLOCK COLUMN SCHEDULERHITET o B-3 # # #4 B" O.C. O, O ' G REINFORCING TIES Lll MARK ELEV. SIZE SEE REMARKS LL LL�SEAL0 G t 2 - #5 (AF.F.) NUMBER SIZE SIZE SPACING NUMBER NOTES v u z C3 B-4 12 X 30 2 - #5 2 - # #4 6" O.C. 16' COLUMN BLOCK C-1A 16 X 16 4 #5 'v B-4A 12X36 2 - #5 2 - # 2 - #5 #4 6' O.C. 12 X 12 4 #5 12' COLUMN BLOCK lc:� ' B_5 8 X 12 - #5 2 - #5 - #5 #4 6" O.C. C-2 8 X 16 6 #5 #3 8" O.C. COLUMN - TIE C-3 8 X 24 6 #5 #3 8" . O.C. CONCRETE - TIE COLUMN B-5A 8 X 20 2 - #6 2 - #6 2 - #E #4 6" O.C. C-4 6 X 12 6 #5 #3 e' . O.C. CONCRETE BLOCK CLIENT: B-5B 8 X 20 2 - #5 2 - #5 2 - #4 #4 6" O.C. FLOOR BEAM COLUMN PLAN FOR RAL BEAM WITH STEP C-5 12" 2 #5 CONCRETE BLOCK B E R G E R R E S I D E N S E B-6 8 X 18 2 - #5 2 #5 2 - #5 #4 8 O.C. B-7 8 X 24" 2 - #5 2 _ #5 2 - #5 #4 6" O.C. B-7A 8 X 16" 3 - #5 2 _ #5 2 - #5 #4 6" O.C. 8" X 16" W/ 3 -#5 TOP & BOT & #3 STIRUPS 4", 8", 16" & 32" O.C. FROM EACH END. B-8 8 X 16 2 - #5 2 - #5 2 - #5 #4 8 O.C. B-9 12 X 12 Z _ #8 2 _ #6 2 - #6 #4 s' D.C. ADDRESS: B-9A 12 X 16 - #6 2 - #f 2 - #6 #4 6' O.C. B-1 8 X 16 2 - #5 2 - #5 2 - #5 #4 B O.C. NOTES: 1.) BEAM SIZES LISTED ARE NOMINAL SEE DOOR OR WINDOW SCHEDULE FOR EXACT MASONRY(ROUGH) OPENINGS 2.) ALL BEAMS AND COLUMNS ABOVE THE 2ND FLOOR LEVEL TO BE MINIMUM 3500 PSI GROUT MIX OR GREATER UNLESS NOTED OTHERWISE 3.) THE DEPTH OF TIE- BEAMS MAY BE INCREASED BY ADDING 2 #5 BARS FOR EVERY 8 INCH INCREASE IN DEPTH STRUCTURAL CASTCRETE LINTEL BEAM SCHEDULE GRAVITY LOAD UPLIFT LOAD BEAM MARK LEGNTH OF LINTEL REMARKS ALLOWED APPLIED ALLOWED APPLIED COMPOSITE 4'-6" 6113 550 2724 650 81`16-113 V-10" 4360 550 2093 650 81`16- 2 2A 5-10" 1451 250 909 250 8-1B 17'-4" 950 650 506 700 8F16-2T 4 4A 7'-6' 2632 650 1634 1350 81`76-113 4A 81`12-1B REVISIONS: El7'-6" 1121 650 727 500 8F8-1B 6 18" DEEP BEAM PER 1000 550 1500 TRUSS MANUFACTURER 1200 4-0' 6113 550 3079 850 8F18-1B 9'-4' 2564 650 1471 700 BFi6-1B 10'-6" 2781 650 606 1000 8F16-1B 10 13'-4" 1075 650 608 600 81`16-113 11 3'-6' 6113 550 3547 650 81`16-18 12 5'-6 4360 550 2093 650 BF16-18 DRAWN BY: JMG 13 13'-4" 471 350 418 250 8F8-1B CHECKED BY: BVJ 14 22'-0" 550 500 358 350 81`16-113 2T PROJECT #: SCALE: } INCH 15 11'-4' 1846 350 1372 250 BF20-2T i6 17'_4" 1326 850 720 700 8F-20 2T 17 15'_4• 1250 860 615 600 BF 16-2T LINTEL ASSEMBLYS ARE MINIMUM SIZE AND MAY BE INCREASED BY ADDING ONE BAR FOR EVERY 8" INCREASE IN DEPTH S ( A ) 101'-6" —\ "'42 -4 9'-10" 49'-4" 181-01, 24'_4" ADVANCED BEAM AT BEAM AT BEAM AT BEAM AT ___ _ _ ESIGN & 9'-0"AFF _ 9'-O"AFF 9'-O"AFF0"AFF0=5 IN E ■ a 2 COURSES OF B-5 I EION ■ r I y -NO. EACH 2 COURSES OF N BUILDING ■ / 8 % 8 FILLED CELL g%BOND BEAM BL CK BEAM AT o IL411- T c s I I I WITH F NO. 5 BAR (TYPICAL) I I BEA A W 1-No. 5 EACH 9'-0'AFF I 1 9'-1;"AFF ■ 1� 8 ARCHITECTS 5 :to o II ■ O I I I BEAM AT I 1 BEAM AT I 9-0•AFF1 00 I 19'-0"AFF I N I I I � GENERAL I I3❑ FI LLED CELL ) ■ + -, CONTRACTORS OA 1 ■ WITH NO.NO. 55 BAR (TYPICAL) A ROUND HILL DEVELOPMENT GROUP COMPANY I I I N �� O 8 X 8 FILLED CELL I I L — 2 COURSES OF WITH (1) NO. 5 BAR (TYPICALEt�o I ' 1 17968 115 TH AVE. NORTH �J rn R, 44'-8' '(NV JUPITER. FLORIDA 33478 I I BEAM AT 8 BOND BEAM LOCK— — PH: 561-216-1000 I I s'-o"AFF - - I I W/ 1-N0. 5 EACH � �T, 1■ ■ I I M 9TA "� CELL 6 831 j( 319167TH ST BsE' AT 9' � ■ - -10 " N0. MI I BEACH, 33162 -o" 1 -6 10'-3" 2'-1 3054548000 I BEAM AT — BEAM AT BEAM AT — WWW.ADVANCED-DESIGN-BUILDING.COM —0"AFF _ EEI9'-0•AFF 7 THESE DRAWINGS AND SPECIFICATIONS ARE M I I I I ROUND HILL DEVELOPMENT GROUP. INC. dba ADVANCED BEAM AT ° ------------------------- -- INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ------ I--- 1/0 1 — BEAM AT 1 I I 9'— "AFF 7 „ „ �� \ _ — — _ — ———— ———— —5 Ay IOTHERR 6PR0.1ECCTTS OR THEY ARE OF BE THIS USED ON>� ■ BEAM AT 3❑ 9'-0"AFF I BEAM AT — —1 S�,,i, \tS�jy IIG---S�JJI — I 9-0"AFF 9-0"AFF �I u - L C-5 -5 EXCEPT DESIGNRITTEN AGREEMENTS CHANGES EDEVELOPMENT GROUP. UM FILL ■ ■ ■ ■ ■ , BEA AT , OF THEE DRAWINGS OR SPECIFICATIONS ARE T'0 BE MADE .-- s ■ IL J 16'- "AFF I B-5 B-5 �O T ROUND HILL WRITTEN PERMISSION FROM 25'-1' 255'-9" _ DEVEIAPMENT GROUP. BEAM POCKET tT — � TAM AT „ (SEE GIRDER I I 2 COUR ES _0"AFF 1' 11 5'-6" 5'-6" 12'-2" ff24 4'-7" 11'-9" 1 N I B-5 FOR BEARING) 11 W" BOND �YEAM 2'-8' 1 T-4" 2 COURSES OF I I / SAC ♦ BEAM AT I BEAM AT 9'-o AFF s'-o"AFF ARCF#Im. BE - m 8" BOND BEAM BLOCK II J S . 40 o t 9. 0" I WA 1-N0. 5 EACH 81)f 8 FILLED CELL \ BFAMB-5 ■ ■ ■ ■ ■ ■ / N I 1�T}I (1) NO. 5 BAR (TYPICAL) 11 BEAM AT 119_0 — — B-5 ' J�CT V� I I I BEAM AT 15'-°"^FFES_O� — — — _ _ _ _ _ _ o z a ci 1 8 X 8 FILLED CELL BEAM BLOCK ®, 0 1 ■ WITH (1) NO. 5 BAR (TYPICAL) I I B-5 F' B-5 B-5 6'-0"AFF i t D , O I I ■ ■ ■ ■ ■ ■ ■ O. 5 EACH 8 X 8 FILLED CELL ■ r1 LL i a O UU -4 2 COURSES OF C-3 I I WITH (1) N0. 5 BAR (TYPICAL) 0 o I BEAM AT I I — — — — — --8`K t-B€AM- LOCK — — — — — — — 44 2 COURSES OF B 5 °1 / 8 % 8 FILLED CELL 118" BOND BEAM BfIOC '�'9'-o"AFF I W 1-NO. 5 EACH 11 DA d WffH (1) N0. 5 BAR (TYPICAL) YII W/ 1-N0. 5 EACHBEAM'-O AT 19'-0"AFFEAM POCKET / i0 N I (SEE GIRDER II I (SEE GIRDER / FOR BEARING) BEAM AT I B I 1 II FOR BEARING) / ■ s'-o'AFF CLIENT: 4 I B-5■ COURSES OF BERGER RESIDENSE I I I II I I I II I d- $" BOND BEAM BLOCK I II ■ / 1-NO. 5 EACH 11 II N I I I II I I I II I ■ I II L_ - - -_ s I 1 II I BEAM AT 1 BEAM AT 11 ■ 1 9'-O"AFp 1 18'-0"AFF 1 �EAM AT O I 1 I� I6-°"AFF 8 X 8 FILLED CELL k X 8 FILLED CELL I WITH (1) NO. 5 BAR (TYPICAL I 00 ■ ■ ■ WITH (1) NO. 5 BAR (TYPICAL) I ) ^ ADDRESS: ■ BEAM AT s•- " FF — — J 1 11 1 II ■ I II I II 2 COURSES OF COURSES M I I 8 BOND BEAM BLOCK BEAM AT ■ BOND BEAM BLOCK I / 1-NO. 5 EACH 9-°"� i 11 — — — — — — — — — — BEAM — — N�5-EACH J 9'-0"AFFAT B-5 B-5 ■ ■ ■ ■ Do 7'-5" n I `n I III 7,-5,. I ■ - - I ' STRUCTURAL it 2 COURSES OF A/C II 8" BOND BEAM BLOC SEAM AT I H -O"AFF I I I W/ 1-N( 5 EAC BEAM AT — — — — — — — — — — — — 1L iI ■ ■ 9'-0"AFF B-5 B-5 8 X 8 FILLED I LL 11 ■ ■ ■ ■ ■ ■ ■ R}i N0. IBAR (TYPICAL) 11 6" DEEPP II BEAM AT B_5 BEAM POCK I i I (SEE GIRDER ■ FOR BEARING'IN I UPPER UPPER UPPER 11 A/C 4 L 3EA BEAM AT �F�M C 3 1 r 1 I ■ B-5 16'-0"AFF B-5 u 0-3 BB'OAAFF B-5 EAM AT BEAM T BEAM AT ■ ■ 8'- "AFF i6' ■ ■ ■ e s C-2 B-5 BEA AT UPPER B AT A I REVISIONS: 12 B-5 B'-°" BEAM -0"A O `In I LOWER LOWER -5 a-5 B-5 J�,MFNG*AFF -o"AFF I - B 5 BEAM BEAM — B-5 — LOWER ■ N 1 F 18'-0 AFF -5 BEAM AT BEAM ■ ^ H1 9-0• 16-0"AFFAd I N r O 1 I BEAM AT 2 COURSES OF N M 2'-5" -9" 4'-6" 4'-6" -9" 2'-5" l3'-2 " 2'-10" 9'-0" 3' 11 " 3'-94" B 3'-9} 3'I 2'-2 " 3'-10" 2'-2' 2ICOURSES of W/BOND NOBS EAMEX BEAM AT 1 �AT O E IBE ■ 8" BOND BOND BEAM BLOCK 9'-O"AFF B-6 BEAM 1 B-6 W}' 1-NO. 5 EACH 1 C- 8 X 8 FILLED CELL ■ BEAM AT BEAM AT WITH (1) N0. s BAR (TYPICAL) 9'-0"AFF -- B-5 9'=0"AFF - O 5 - -9 BFARI 7LT- C6 I- -5 BEAM AT C-5 - ■DO J Am 10'-6"AFF - B-6 - C 5 ■ 14'-2" — J 7'-2" 9'-1" 11 ' I DRAWN BY: JMG CHECKED BY: 2'-," ■ 8 X 8 FILLED CELL BVJ 0 It I O I I WITH (1) NO. 5 BAR (TYPICAL) PROJECT III.:i0 — ■ SCALE: } INCH BEAM AT 2 COURSES OF — BEAM AT 9'-o"AFF 8M BLOCK ■ o %!'�Bjo NNDO BEA. 5 EACH 0" 3'-10" o I 4❑ 2 -2 4 -6!::� 4 -6 2 -2 S 2 17'-4° 18'-1 7 -7 11,- ,. 13'-4,. 14'-10" BEAM - COLUMN PLAN 82'-6" SCALE: 1/4" = 1 '-0" S8 UPLIFT 750 FI= 300 F2= 300 H-2101 F1=300 —3 U-1500 S3 U=3500 - - - - - --- --- -- -- --- _- _ _ ADVANCED I I DESIGN & I I � II BUILDING I I I I I I I S2 uauFr loco# F- 300 F2- 300 S3 ARCHITECTS 1 UPLIFT 1000# F1= 300 F2= 300 , 03 UPLIFT 750 GENERA I F1= 300 F2- 300 F1=300 CONTRACTORS I I I I \\ U 2301 A ROUND HILL DEVELOPMENT TH AVE. NORTH OUP COMPANY 768 J 6 F1=300 F1 0 S _ _ I Z_3 i t F2=30SE S F2=300 F2 0 — _ C - - 1 UPRER, FLORIDA 3347 PH: 561 216 1000 _ -- -- -- --- -- CELL 561 718 083 _ S3 , U-3500 U= 0 -33p00 —— ——— —— ——— — 319 167TH ST U=1500 3500 NO. MIAMI BEACH, FL, 33162 —— —— ——— ——— —— — =300 305-454-8000 F2 00 -- --- -- -- --- 35 V WWW.ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVEIDPMEM GROUP, INC. Eba ADVANCED 1 i DESIGN R BUILDING, THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT I EXCEPT BY WRrrrEN AGREEMENTS DEVELOPMENT GROUP. P ROUND HILL NO DESIGN CHANGES WHICH ALTER THE INTENT S3 UPLIFT 750# I OF THESE DRAWINGS OR SPECROATIONS ARE TO BE MADE Fi- 300 I WITHOUT OBTAJNING WRITTEN PERMISSION FROM F2= 300 ROUND HILL DEVELOPMENT GROUP. -30o S3 I 3500 = _ _ ARCFNIECC III ICT I I UU... o S8 II � o .o Lu F1=300 I ' ' S8 UPUF;1030000 :�` 2 I Of , �. , d Q 7 -1100 I FI=300 F2= 300 F2=3o0 S3 DATE: . . - • •�(G 'y -1100 a I I I I I ' I I II I II , II , CLIENT: BERGER RESIDENSE 2 PLY II , GIRDER I I S I TRUSS GIRDER II , UPLIFT 1000#, I ENGINEERING PER i Fi- 300 i F2= 300 I ENGINE LNG I III I II I III FT=3500 S6 s-3 1 F2=3Do I U-23 S 1 4 ADDRESS: III u=1a.a III ICI III II III III � � 1 III I UPDFT 750# III II F1= 300 F2- 300 III F1=300 I - S 11 F2=300 II F2-300 1100 All -1100 UPLII - =:y FT 1 PUFT 00 STRUCTURAL III S6 II I o I S11 1 B F1= F2= III u-1 S3 UPLIFT 75D# �_ 300 F2= 300 PLIFT 10D0# I F1= 300 F2= 300 TRUSS CONNECTOq SCHEDULE S3 CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS 8 MANUF. TYPE BEARING I UPLIFT LATERAL F1 LATERAL F2 TO TRUSS TO STRUCTURE S3 uPuFT l000# , I REVISIONS: tq S1 SIMPSON H10 WOOD 905 585 525 (8) 10 D X (8) 10 D X F2= 300 1 I S2 SIMPSON LTS16 WOOD 775 - _ 6 10 D X S 10 D X I S3 SIMPSON HETAL 16 CONCRETE 1810 415 1100 (14) 1ODS X 1.5 EMBEDDED S4 SIMPSON ACR4 WOOD 1070 715 715 8-16DS 6-16DS S5 SIMPSON UPB44T WOOD 1000 - _ BOLT SE IN 6-16DS H X 3/4 S6 SIMPSON MGT 700 410 BOLT sEr IN CONCRETE 3965 (22) 10 D 3" X 3/4 HOLE S7 SIMPSON MSTA30 WOOD 1805 - - (1 1 ) 10 DS (1 1) 10 DS S3 UPLIFT 750 �= 300 DRAWN BY: JMG S8 SIMPSON MSTA 18 WOOD 1115 - F2= 300 S3 2000 (12)10D X 1 .5 (12)10D X 1 .5 NOTES: CHECKED BY: BVJ PLYWOOD ROOF DECKING SHALL BE MINIMUM OF 1%2 INCH THICKNESS, UPLIFT 1000# FI= 300 PROJECT #. S9 SIMPSON MBHA CONCRETE 3145 _ 18 10 DS EXTERIOR GRADE AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS F2- 300 ATR J" X 8) CONNECT PLYWOOD TO TRUSSES WITH WITH 8 D NAILS , RING SHANK , SPACED SCALE: } INCH _ AT 6" O.C. FIELD AND 4"O.0 EDGE S1 0 SIM S11 SIMPSON HUS26 CONCRETE 1550 290 670 (6) 16DS (14) 16 DS SEE FLOOR PLAN FOR CILING HEIGHTS, TRAY AND COFFER CEILING 1545 (2)10d x 1 .5 (4)TITEN j X1 .75 DETAILS FOR TRUSSES S3 UPLIFT 750# WOOD 1550 290 670 F1= 300 (8) 16DS 22 16 DS F2= 300 S13 SIMPSON HUS28 WOOD 2000 290 505 (10) 16DS (22) 16 DS S14 SIMPSON DETAIL 20 CONCRETE 2480 2000 18 10 DS X EMBEDDED ROOF FRAMING PLAN S 1 .5 3 NOTES: 1.) CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE SCALE: 1/4" TREATED WOOD USED IN CONTACT WITH 2.)CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3) CONTRACTOR SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL PRIOR TOO ORDERING TRUSSES OR CONNECTORS. 42'-4" 9'-10" 49°-4" NaV �� 1°s ADVANCED 18'-0" 24'-4" 3 1 -7 '-`�" 4'_1�" 25'-1" 25'-9" P®<StetGd�Eo�ryof _8p — — — — — 16'-4" — — — — — — — 7 -g — — — — — 9'-10" — — — — — 61_g. — �._� — — — -11 5'-6" 5'-6" 12'-2°' 2'-2" 4'-7~ 4'-7" 14'-5" DESIGN & \ 4 4 ---------------------------- BUILDING I o I \ 18'-4" 22'-0" P , I ARCHITECTS 0 I I \ GUEST ROOM I I m I I L`J o I I \ 22'-O"X12'-$" 0 1 I BACK PORCH 9' CLC• N ; 00 N I GENERAL x f \ \18'-4"X1b'-O" I I _ _ _ `° CONTRACTORS II - - - - - - - - - - TGO 1 I > / \ 1 I A ROUND HILL DEVELOPMENT GROUP COMPANY 61. 0 17968 115 TH AVE. NORTH JUPITER. FLORIDA 33478 PH: 561-216-1000 44'-8b N CELL 561-718-0831 319 167TH ST MIA PO CH I '+ NO. MI BEACH, FL, 33162 305-454-8000 — — — — — — — — — — — — — — — — 4'-8 14'-0" 18'-11" 1'-6" 9'-10 -6~ — 10'-3" — — — -6" 9' CLG / ® THESE DRANTNGS AND SPECIFICATIONS ARE bo ADVANCED � I I I / I O \ I WWW.ADVANCED-DESIGN-BUILDING.0 M I I I 1 4'— 'x '-o" INSTRUMENTS OF SERVICE AND ARE THEEENT GROUP. O PROPERIY OF I I I ANY NOTHER ROJED HILL DESIGN & CISAOR DITENSION THEY ARE S OFdTHIS P=ECf M t1 3 N / EXCEPT BY WRITTEN AGREEMENTS WITH ROUND BE DHHILLN ------ ------- --------------- --------- -------------------- DEVELOPMENT GROUP. OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE too / I NWTMOUTIGOBTNWRRTFN PERMISSION EN CHANGES WHICH ALTER THE PROM N ` + PORCH / I ROUND HILL DEVELOPMENT GROUP. -------------------------=-- / PORCH 24 -9 X6 -8 I 25'-9"X9'-4" 9' CLG. I ti II / 5 9' CLG. — — — _ _ — © ® / LI I ARCM IX.0 BERNARD N 1 z -a © RC17'-4" AHITEC T - - � - - - - - - — — — — — — — — — — — — /cc un SEAL- [F—==—===FFl r (� 19 -0 DATE: \ ° ° ,°'` BATH 12 of I \ I �� MASTER BED ,o+ 12°-O"X12' 8" co cv I /24'-4" 1 18 -4 1) 'A IX lam• N „ 9' CLG• / ®. N I PORCH ❑ I I e I In a°+ I — — — — — — -< (j°r a, I CLIENT: I 6'-0°X21'-4" KITCHEN �12'-0~ I BERGER ROAD I I ® 24'-4"X22'-0" n ' II WINDOW AND DOOR SCHEDULE I - 12 G. aT N FAMILY ROOM NO. NOMINAL SITE TYPE REMARKS I i \\ 16' CLG.1$'-4"X18'-d" +p B+ b E N WIDTH X H I - I . � \ / 76"AfIDE X 96"HIGH ENTRY DOOR OUT SWING, IMPACT PER PRODUCT APPROVAL LAUN RY / I I \ / 5'-5"X9 -11 „ \ \ \ ' 110 PGT"SGD-780"SERIES O2 64"WIDE X 96"HIGH DOUBLE DOOR SLIDING GLAS S DOOR to I ` / V`E �o �y I I E.P. r ee \ Lo O3 30"WIDE X 96"HIGH SINGLE DOOR POT"SGD-780"SLIDING GLAS SERIES r•> I 0 /Ll �' I I ` \ / / \, S DOOR r O 1 \ / 4 \ .I \ I ADDRESS: ® 36"WIDE X 72"HIGH ALUM,SINGLE HUNG IMPACT W CATEGORY II SAFETY -0 1 2gr « ,-4 5 -5 -1 \ r « I I ,1 �•\ r b GLASS PER FBC 4 4410 2.3.1.3 I x 5 36"WIDE X 76"HIGH AL-W.SINGLE HUNG IMPACT W CATEGORY it SAFETY b. O GLASS PER FBC 44410.2.3,1,3 I 0-8 +,�. ,` •e I ILICLO T RAGE \ I © 30"WIDE X 76'HIGH ALUM SINGLE HUNG IMIPACT W CATEGORY II SAFETY I 5'-0 X8, - 2 1"X9'-0" \ GLASS PER FBC 4 4410.2,3,1,3 x as ❑ - -- ` \ \ \\ U7 27"WIDE X 36"HIGH ALUM SINGLE HUNG GLASS PER FBC 4 4410.2.3.1.3 MPACT W CATEGORY II SAFETY I 7 00 / Ug 36"WIDE X 52"HIGH ALUM.SINGLE HUNG IMPACT W CATEGORY II SAFETY I 5'-0" °° GLASS PER FBC 44410.2.3,1.3 ZXCERCISE R00 h! 72"WIDEX72"HIGH ALUM SINGLE HUNG IMPACTW CATEGORY IISAFETY , I o ' A T t `� MEDIA ROOM GLASS PER FBC44410.2.3.1.3 17'-a X14' n DI IN R00 I / e I n I I a 4 12'- 1 °-1d„ I s� . i I -8"x 10'-8„ - 10 84"WIDE X 76"HIGH ALUM.SINGLE HUNG IMPACT W CATEGORY it SAFETY °i I /^ LG. I ++� o o / I CLQ. -- I C G\\ I ,16� no 1 1 I Q DD GLASS PER FBC 4 4410.2.3.1.3 x Qae o _ / \ P LAN 11 24"WIDE X 76"HIGH ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY N I p ��' I / ❑ \ o I °o r3' -40 I I N GLASS PER FBC 4 4410.2.3.1.3 O / 17$-O" 5' 0111d• 12'-5" -7 f(5o 15'-8" I _3"M ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY I , e A/C 12 27"WIDE X 60"HIGH GLASS PER FBC 4 4410.2.3.1,3 / \ I Qa I / / \ x I I \ \ 13 36"'WIDE X 30"HIG; ALUM,SINGLE HUNG IMPACT W CATEGORY II SAFETY u cLos GLASS PER FBC 4 4410.2.3.13 / � �EE I / \ D � 1q 24"WIDE X 32"HIGH ALUM SINGLE HUNG IMPACT W CATEGORY II SAFETY / / g \ / I �s o I \ '^aa ( I +Q; w GLASS PER FBC 4 4410.2.3.1.3 _ W °` I WALK 1 ° I 'CONTRACTOR TovER FV RouGH OPEN NO D VEJS ONS FOR DOORS ANDW NDOWSORDERED PR ORTOCONSTRUGT CI 0 I 11 '-10" 3'-10 11 PANTRY 18' ICLG. I \ ul ee 6 ALL DOORS ANDWNDOWSTOBELOWEGLASSANovPaOT 1 / 17 5'-0"X1d' 2" / I p � � I Y • A/G 2 A/C i — — — g._ .. ( tib+e / I I \ 17_ " iq1� gni v 3 -0 � � / � � � ,�• ( x I REVISIONS: x 13 \ : I CLOSET4 x 4 -3 I x N I I POR H 11 14 X m i� M 37'—d"x 8'-5" 20 14 1 s I I ee m N I N I a O 0- T% I I 10'-6" C R 12'�O xD 13'-9" co I M rGW�� .- DRAWN BY: JMG _( \ I w1Cr--CQ cS CHECKED BY: BVJ I / I \ I PROJECT �: — — — — — — — — — — (� SCALE: } INCH 0 iD o I , '-10" 3'-10 \ o \\ '( n1 L 110F 00R PAN 21_5b '-s" 4'-6" 4'-6" 1 -9 2'-5" 3'-2i" 4'-4" 3'-0" 3'-0" —6 3'-1j" 3'-94" 3'_g '° 3'-1}" 2 -31b3'-a« 2 _4" 2,-2„ 4'_6" 4'-6" 2'-2~ 7'-5" I �t 7'-5" c :ALE: 1/4« = 1 ,-0„ 17'-4" 18'-1 7'-7b 11 _a1« 13'-4" 82'-6" ADVANCED DESIGN & GUEST ROOM BUILDING I I I I I , I I , I I , I 05 CFM 105 CFM I I I I I ARCHITECTS PORCH I I I X I + I I I 1 GENERAL I I CONTRACTORS A ROUND.HILL DEVELOPMENT GROUP COMPANY I I I 80 CFM \\ 17968 115 TH AVE. NORTH I \\ JUPITER, FLORIDA 33478 PH: 561-216-1000 I I 6' CELL 561-718-0831 I I I BATH 319 167TH ST I __________________———— NO. MIAMI BEACH, FL, 33162 -------- 305-454-8000 W W W.ADVANC ED—DESIGN—BU I LDI NG.COM O THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ db° ADVANCED DESIGN 8 BUILDING. THEY ARE NOT:0 BE USED ON ---------------- 0 I PORCH I ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. 4 OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE NO DESIGN CHANGES WHICH ALTER THE INTENT I PORCH WITHOUT OBTAINING WITTTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. I I - 11 1 I 7• G G Awfw�W�i BE 00 0/� ° 1 w I J �5 r CLOSET 80 CFM 200 CFM �oI CT 0' c BATH p X 6 \ ��S Q `LQ `,O z KITCHEN 1 16 80 CFM DATE. PORCH 7" I I 80 CFM 6" ° I I I a° �❑ II MASTER BE 0j I 40 CFM I FAMILY ROOM ^" oll I 6 CLIENT: 6 BERGER RESIDENSE 115 CFM 1 155 CFM 155 CFM I 6. I E.P. LAUND 10 200 CFM o" I 00 I 80 CFM CLOSET/STORAGE O O ' --- A/C 1 50 CFM $0 CFM °O BATH I Nr p TLJ ADDRESS: ° I ED 80 CFM I 4 I \\ // I I 135 CFM 1D — 30 CFM 10 p BUTLERI I x X PANTRY I // \\ I I 10 105 CFM / \ I I i / 18' CLG.\\ I C1 6" 80 CFM 155 CFM 6„ � ______ )CFM o 7 - MEDIA ROOM EXCERCISE ROOM DINING ROOM BATH A/CM EC HAN CAss cFM 0 80 CFM °o 150 CFM LO ET WALK IN PANTRY II 80 CFM 4" A/C A/C I I 80 CFM 0 1a^ 10 CLOSET I 50 CFM 10 I 0 I I I REVISIONS: I PORCH I 1 CFM I _____________ ba --------- BED 4 momim DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH MECHANICAL. PLAN m 'I SCALE: 1/4" 1 '-011 ADVANCED AIR CONDITIONING SYSTEM SCHEDULE DESIGN & UNIT. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA N0. MODEL CFM AMPS V/>Q COOLING MODEL LINE SZ SEER VOLTS F.L. AMPS COOLING MBTU'S REMARKS BUILDING TOTAL V S L _RA RLA TOTAL SENSIBLE 1 TRANE TSC038A3 1800 236/ 36000 10. 236/0 40 g 7/83/8 16 230/1/60 117 21.8 36000 33600 3 TON 1 TRANE TSC036A3 1800 230/0 36000 10. 2306/O 4� 7/83/8 16 230/1/60 117 21.8 36000 33600 3 TON ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANC ED-DESIGN-BU I LD I NG.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ BE USED ADVANCED SUPPLY AIR DESIGN R BUILDING. R THEY ARE NOT OON ANY OTHER PROTECTS OR EXTENSIONS TS W OF THIS PROJECTHILL EXCEPT BY WRfDEVE AGREEMENTS GROUP. WITH ROUND HILL DUCT DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS IN SPECIFICATIONS ARE 70 O MADE WIIHOR OBTAINING DEVELOPMENT PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ARcHmmp BERN ATTACHED TO THE AHU PER JON FBCR—M1601 .4.1 .6 AND PROPERLY A Ew SEAL M cv. k ° I 40 ;uQ LLe S G * O ®'. 4 I O W Y 2t'1- Q air handler DATE: 6"CLEARANCE ALL AROUND UNIT CLIENT: BOTTOM MOUNTING PLY. DECK AIR HANDLING UNIT BRACKET W/ (1)NO. 10 CONDENSATE DRAIN PAN BERGER RESIDENSE SCREW AT 12"OC 6"END (2) 16 DS EACH END AIR HANDLING UNIT /FLOATSWITCH IN SECONDARY CONDENSATE DRAIN PAN LINE TO DISABLE AHU D SECONDARY DRAINLINE ULATE WATER. (NOT REQUIRED ONDARY DRAIN PAN IS USED) SEE CONDENSATE TRAP DETAIL FOR FLOAT 12" EXTENSION PIPE WITH SWITCH OR AUXILIARY DRAIN PAN PER THREADED CAP AT END FMC SEC. 307.2.3 VENT CLEANOUT WITH D SCHARGE OF CONDENSATE PER SECTION SLIP—FIT (NOT ADDRESS: 307 OF THE FMC AND SECTION 1503.7 OF SCREW) CAP FLORIDA B CODE l WITH DRILLED HOLE TERMINATE VENT 5 8" MOISTURE RESISTANT (GREEN BOARD) CLEAN OUT J D YWALL ALL SIDES OF RETURN AIR DUCT FLOAT AT LEAST 1" ABOVE THC RETURN AIR TRIPPING THE HEIGHT IN SECONDARY DRAIN 4„ 2 PAN. PREMANUFACTURED TRAP AT LEAST M E C H A N C A 3" DEEP WITH CLEANOUT IS ACCEPTABLE DETAIL AT CONDENSATE TRAP AHU STAND DETAIL REVISIONS: EXTERIOR A/ C UNIT 4 INCH SLAB (MIN) DRAWN BY: JMG CHECKED BY: BVJ TIE-DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT PROJECT //: TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SCALE: } INCH SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB ■ MECHANICAL SCHEDULE M 2 SCALE: 1/4" = 1'-0" ■ ADVANCED db ------------ GFI DESIGN & I I I I GF BUILDING I I I I I , I GUEST ROOM I , I I , I I II J ARCHITECTS I I O PORCH I I I J I GENERAL qp GFI CONTRACTORS I I I I I \ A ROUND HILL DEVELOPMENT GROUP COMPANY I I \ 17968 115 THE AVE. NORTH I I I \ JUPITER, FLORIDA 33478 I I I \\ PH: 561-216-1000 I I I CELL 561-718-0831 319 167TH ST I I I BATH\ - N0. MIAMI BEACH, FL, 33162 I I BACK PORCH I ------------------------------ _ -_--_----_�--- -454-6000 LIU ------ ------- I 0 EXISTING LEGEND WWW.ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PR OPERIY OF ROUND HILL DEVELOPMENT GROUP. INC./ Aba ADVANCED DESIGN R BUILDING THEY ARE NOT 70 BE USED ON —_____.—_____________________ /17T ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT IWI/ I PORCH EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL SUPPRESSION DEVELOPMENT GROUP. WALL MOUNT Oa AT KITCHEN OF THESEDDRAN7NGSS OR�SPEECCFICATI ALTER� IN BMADE I PORCH HOOD WTrHOLrr RROUND a PERMISSION FROM HILL DEVELOPMENT GROUP. FI GFI 1 • •NEW /FBI \rEILING P L NDANT LAMP(HEAT) EXISTING ADDED FIRE I roy'� \TI/PENDANT F.SPRINLER SPRINKLER SWITCH LETTER HEAD HEAD GFI FI AN3fr P BE p L� F F O - _ _ _ " �5�.... CDh GFIL� GFI I O LIGHECETSSED MAKE UP AIR JO J ITCT J �1 GF , CLOSET I of 1 / CEILING RETURN AIR GRILLE lt. I SURFACE �' G I 41 GFI I d', Q BATH FLUORESCENT �I�-�-I� SUPPLY PORCH I I S II S II 64" REGISTER �- I II J „ - „ . � I II I II p G FAN — KITCHEN I MASTER BED � 2 x 4 FLUORESCENT CEILIN CLIENT: I GFI GFI i J J tg��U B E R G E R R E S I D E N S E I EXIT SIGN/EMERGENCY LIGHT COMBO EF EXHAUST FAN GF GFI I E.P. GFI FAMILY ROOM I LAUNDRY EXIT GFI GFI GFI GFI I CLOSET/STORAGE SIGN # SWITCH #� 3 - WAY SWITCH O O I A/C 1 , PANEL BATH GFI I EMERGENCY LIGHTING A-101., CIRCUIT N0. 3 W D ADDRESS: GROUND TYPE DUPLEX RECEPTACLE "'- FIRE ALARM PULL STATION 120V-20AMP INTEGRAL FAULT � INTERRUPT PROTECTION ------- GFI O BUTLER I I \\ // I CD COMBINATION /VISIBLE owp GROUND TYPE DUPLEX PANTRY \ X / CD=CANDELA WEATHERPROOF TYPEMP 80"-96" AFF RATING SETTING / \ GROUND TYPE SINGLE GROUND TYPE DUPLEX RECEPTACLE 18' CLG.\\ RECEPTACLE 120V-20AMP 12GV - 20 AMP ____-_- J +18"AFF UNLESS NOTED MOUNTED IN CEILING 0 El OTHERWISE GROUND TYPE DUPLEX OUTLET GFI 120V-20AMP +18"AFF U.N.O. GROUND TYPE DOUBLE DUPLEX EXCERCISE R MEDIA ROOM BAT A/C RECEPTACLE 1 OUTLET AMP MOUNTED ELECTRICAL IN TWO GANG OUTLET BOX AT 18"AR DINING ROOM UNLESS NOTED OTHERWISE WALK IN 0 GROUND TYPE DUPLEX ®30A 120V SPECIAL PURPOSE OUTLET 120V-20AMP MOUNT ABOVE (SUFFIX INDICATES AMPS) PANTRY CLOSET COUNTER OR AT HEIGHT NOTED occ 220V 3 II3 WIRE 0 J I I A/C 2 A/C. a COMMUNICATIONS OUTLET �30A SPECIAL iPu POSE OUTLET WIRE (SUFFIXI (SUFFIX INDICATES AMPS) II SATELLITE S SECURITY JUNCTION BOX RADIO O CLOSET N❑ TV OUTLET s-R-Al ANTENNA PORCH GFI COND PADI SECURITY KEY PAD THRU UIT WALL GFI GFI SMOKE DETECTOR OO (PHOTOELECTRIC) TELEPHONE WIRELESS I OUTLET/OR WAP POINT REVISIONS: I � CM CARBON MONOCIDE DATA PUBLIC ADDRESS INTERCOM EMERGENCY O CALL/PUSH BUTTON SPEAKER (CEILING MOUNT) �SUFFIX INDICATES (INTEGRATED TO SECURITY SYSTEM) INPUT+OUTPUT MICROPHONE 011, OJ PUBLIC ADDRESS/INTERCOM (MICROPHONE SYSTEM) -1 SPEAKER (WALL MOUNT) 0 NPUTI+OUTPUT ES a SUFFIX INDICATES INPUT+OUTPUT CAM SECURITY CAMERA SECURITY MOTION SENSOR s BED 4 T THERMOSTAT POINT OF SERVICE POS 5 SPEAKER WIRE POINT AT CEILING DRAWN BY: JMG 10BT 10 BASE T WIRING VC SPEAKER VOLUMN CONTROL CHECKED BY: BVJ 1p ® RESTROOM A/C SUPPLY RESTROOM EXHAUST FAN PROJECT #: AIR DIFFUSER SCALE: } INCH ELECTRICAL PLAN SCALE: 1/4" = 1'-0" E I ■ ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANC ED—DESIGN—BUI LD I NG.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS ONLY ROUND HILL DEVDJDPMENT P. INC./ ECa ADVANCED DESIGN Q BUILDING. THEY ME NOT 1D BE USED W MAIN BUS RATING: 200 AMPS LOCATION: HOUSE GARAGE ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT 120/240, 1—PH, PANEL A EXCEPT BY WPoTTFN AGREEMENTS WITH ROUND HILL VOLTAGE: 3—WIRE MOUNTING: FLUSH MOUNT NO DESIGN GcwwD ESENT IWHICNOLTER' THE INTENT OF THESE OMMNGS IN SIRRTEN ERM ME TOO MADE TOTAL WIRE CKT. CKT. WIRE TOTAL WITHOUT OBTAINING WRITTEN ENT GROUP. FROM AMPS POLES VA SIZE DESCRIPTION NO. NO. DESCRIPTION SIZE VA POLES AMPS ROUND HILL DEVELOPMENT GROUP. C 20 1 1500 12 GENERAL UGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 M PANEL A 20 1 1500 12 GENERAL LIGHTING 3 4 SMALL APPUANCES 12 1,500 1 20 60 2 (10.000) 6 AHU HEAT STRIP 5 6 AHU HEAT STRIP 10,000) 2 B0 , BERN ELECTRIC METER # M.C.B. 7 6 # s 200 AMP 300 AMP 40 2 8 ACU 9 10 ACU 2 40 �q. ' - _ SERVICE Q` ' #1 11 12 #2 A E ' „ c= '- 50 2 12,000 6 WALL OVEN 13 14 LIVING ROOM UGHTING 12 1.500 / 1 20 1 ° v 15 16 LIVING ROOM POWER 12 1,500 1 20 ®' r � 25 2 4,500 10 17 18 6 5,000 2 30 S 131•, ¢ o WATER HEATER 19 20 DRYER V6, ' fr .�T4 20 1 1,500 12 WASHER 21 22 BATH GFI•S 12 1,500 1 20 DATE; �i1T',�� O 20 1 1,200 12 DISHWASHER 23 24 EXTERIOR GFI•S 12 1,500 1 20 Z SERVICE ouNO 20 1 1,000 12 GARBAGE DISPOSAL 25 26 FAMILY/DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1500 12 REFRIGERATOR #1 27 28 KITCHEN LIGHTING 12 1000 1 20 20 1 1,500 12 MICROWAVE 29 30 BATH LIGHTS 12 2,000 1 20 15 1 419 12 FOYER/ENTRY 31 32 BEDROOM POWER 12 1500 1 20 3 #2/0 IN 2': CO 15 1 1000 12 EXTERIOR GFI 33 34 SMOKE DETECTORS 12 1,000 1 20 CLIENT: 35 36 COOK TOP 6 5,000 2 50 37 38 BERGER RESIDENSE 39 40 SPARE --#2 CU IN 1.5' CONDUIT GROUNDING ELECTRODE 41 42 SPARE LIFER GROUNDING PER NEC FF I 3 POINT GROUND FIELD SUBTOTAL 31519 26000 SUBTOTAL TOTAL LOAD(WATTS)= 58519 WATTS �TTACHED TO /5 FOOTINGSTEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET COONECRREEROIIlEN1D SSOIEDD WAEI ECTRODPEE(CU) ELECTRICAL RISER DEMAND LOAD CALCULATIONS DIAGRAM NTS 58519 10,000 0,00 ADDRESS: TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW 0100X REMAINDER ® 40% 19407 A/C 10 KW 0100% 10,000 0 . CURRENT PLP PaASE = TOTAL LOAD (VA) / (240):= 164 AMPS 39.407 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS ELECTRICAL REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH E - 2 ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W WW.ADVANCED-DESIGN-BU ILDING.COM THESE DRAWINGS AND SPECIFlG170NS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPIAEM GROUP, INC./ dba ADVANCED DESIGN h BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFlGNONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARcHnw: BERN , JO M 0 LL 1 O S 0' 4 I O 2 ' VTR to- Z CD V6. C(� Q CLIENT: 2 VTR I � 2" 3 " VTR J 2 " VTR ADDRESS: 2 " VTR 3" BATH 2" 2„ W/C {� J I` 3" 3„ C.O. 2" r/s v SHOWER2- (TYPICAL) 2„ STUDER 3 /4"COL BATH 2' c.o.VENT 3" utility G.Q. PLUMBING 3 /4" HOT 2' 2 LAV 2" Q 3 /4- HOT WC LAV / C.O. C.O. LAV 4 FT 3 /a"COLD / 3°, 3�� 2" KITCHEN CO 2- SINK 2' BU�DIN HOT y 1/2" 1/2 C.O. WASHER LAV W/ "INLET 2• C.O. 3„ 1/2' coLo H 2• TO SEPTIC COL SHOWER2 u 1/2' n (IYPICAL HOT 3 n " 3' TUB 2 - ® l \ WM v TYPICAL WATER ISOMETRIC 2 " REVISIONS: /ISOMETRIC KEY NOTES I" SOUX CHIEF WATER J l\ MER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. 3" 2„ 2" SHOWER2" DRAWN BY: JMG 1ST FLOOR LAV C.O. CHECKED BY: BVJ V PROJECT #: 2' SCALE: j INCH W/C 3" SANITARY RISER DIAGRAM p 1 PROJECT INFORMATION STRUCTURAL NOTES: REINFORCED MASONRY WALLS --. 1 . THE DESIGN COMPLIES WITH THE FLORIDA 1 . HOLLOW LOAD BEARING MASONRY UNITS BUILDING CODE - 2017E 6TH EDITION AND SHALL CONFIRM TO ASTM C-90, TYPE 1 , GRADE N, SQUARE END, WITH MIN. AVERAGE ADVANCED 7- JURISDICTION-- MARTIN COUNTY BEACH COUNTY REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME PERMITTING. OCCUPANCY CLASS-- RESIDENTIAL R-3 2. BASED ON ANSI/ASCE 7-10: COMPRESSIVE STREGNTH OF F'M = 1500 PSI TYPE OF CONSTRUCTION --V BASIC WIND VELOCITY = 175 MPH 2•• SPECCAL INSPECTOR SERVICES REQUIRED FOR DESIGN & OCCUPANCY CATEGORY = II ALL REINFORCED MASONRY CONSTRUCTION. THE FIRE SPRINKLER SYSTEM--NOT REQUIRED EXPOSURE C SPECIAL INSPECTOR SHALL INSPECT THE PLACING FIRE ALARM--NOT REQUIRED OF REBARS IN CELLS , VERIFYING THE BUILDING 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF CLEANLINESS OF THE CELLS TO BE GROUTED AND BUILDING CODE: 2017E 6TH ED. FLORIDA BUILDING CODE OBSERVE THE PLACING OF GROUT OR CONCRETE ASCE 7-10 LIVE LOADS: 30 EXPOSURE: C PSF INTO THE CELLS. BUILDING DESIGNED AS ENCLOSED SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN 3. MORTAR SHALL CONFORM TO ASTM C- 270 , ARCHITECTS LDS. TYPE M OR S. MEAN ROOF HEIGHT: 16 Fr 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF 4. LAY ALL MASONRY WITH FULL FACE HEAD IMPORTANCE FACTOR: 1.0 LIVE LOADS 40 JOINTS AND WITH FACE SHELL MORTAR BEDDING PSF 5. USE OF ADMIXTURES ARE NOT PERMITTED WIND VELOCITY: Vult=175 Vasd=135 6. VERITCAL REINFORCING: GENERAL qh=56.57 psf 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH � 5 PER REINFORCING SECTION Kzt=1. A DESIGN STREGNTH OF 3000 PSI A 28 DAYS A. ASTM A-61 CONTRACTORS Kzt=1.o B. VERTICAL REINFORCING STEEL WILL BE GCpi=.18+/- WITH MAXIMUM SLUMP OF 4" GCpf=1.0+, 1.4- CENTERED ON THE CELL WITH LAP OF 48 BAR A ROUND HILL DEVELOPMENT GROUP COMPANY P=O.sw DIAMETERS. 17968 115 TH AVE. NORTH 6. ALL REINFORCING TO BE NEW BILLET STEEL JUPITER, FLORIDA 33478 C. VERTICAL REINFORCEMENT IS REQUIRED AT PH: 561-216-1000 ROOF MATERIAL: METAL ROOF PER PRODUCT APPROVAL CONFORMING TO THE LATEST ASTM A-615 GRADE EACH SIDE OF AN OPENING IN WALL, AT CELL 561-718-0831 60 FABRICATED IN ACCORDANCE WITH THE CRSI 319 167TH ST ROOF DEAD LOAD: 30 PSF INTERSECTIONS, CORNERS AND ENDS. NO. MIAMI BEACH, FL, 33162 MANUAL OF STANDARD PRACTICE AND PLACED IN 305-454-8000 REINFORCING SHALL_ BE AS SPECIFIED OR MIN. MARBLE SILL IN MORTAR BED(OPT) WWW.ADVANCED-DESIGN-BUILDING.COM ROOF LIVE LOAD 25 PSF ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 NO. 5 BARS THESE DRAWINGS AND D AREi THE PR ARE SAIL BEARING CAPACITY: 2500 PSF SEC. 12.2.3E 30.5" MIN. HORIZONTAL REINFORCING: PROVIDE #9 WINDOW PER P. APPROVAL ROUND HILL VE SERENE AND ARE THE PROPERTY OF „ ANCED DESIGNH& BUILDING. HEY RARE SNOT TO BE UINC./ dba SED ON REVIEWED FOR SHEAR WALL REQUIREMENTS : YES GAGE, LADDER TYPE HORIZONTAL JOINT LL INSULATION TO FASTEN W 3/16" DIA X 1 -1/4 ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL CONCRETE7. COVER UNLESS NOTED OTHERWISE EMBEDDEDTAPCONS ® 16' O/C & DEVELOPMENT GROUP. REINFORCING EVERY SECOND BLOCK COURSE (1 '4" AVE FLAME SPREAD 6" MAX. FROM ENDS NO DESIGN CHANGES WHICH ALTER THE INTENT IMPACT PROTECTION PER PRODUCT APPROVAL-- ON DRAWINGS TO BE: 3 IN. METAL TOP OF THESE DRAWINGS OR SPECFTCATTONS ME TO BE MADE WINDOWS AND DOORS IMPACT RATED HOOKED IN TO THE BOND BEAM AT NON - INDEX OF NOT ® SIDES AND HEAD WITHOUT OBTPNIL WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. COLUMNS AND BEAMS TO THE TIES : 1 .5" RUNNER ( ) CONTINOUS END OF REBARS ATTACHED WITH 2 1 .25" ORE THAN 25 AND SILL FLASHING INTERNAL COEFFIE TENT: 0.18 GRADE BEAMS" 3" WOKE DEVELPED RISK CATAGORY II DRYWALL SCREWS EACH EXTERIOR SLABS ON GRADE: BOTTOM: 1 .5" D. ALL VERTICAL REINFORCING SHALL BE TRUSS INDEX OF NOT 0 sae BERNORE THAN 450 PERIMETER SEALANT END ZONE WIDTH FOR 30FT L BUILDING: 3 FT TOP: 2 CB LL' REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. ER FBC 2010 RES. STUCCO FINISH JO ACT ' �J9 ` COMPONENTS AND CLADDING DESIGN WIND PRESSURES 1 /2 INCH WALL ROOF ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH LAYER OF 2. 10. 1 6" POURED SILL WITH 1 #5 ®." o �� ZONE Leeward/Windward Leeward/Windward 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" AZT,' ` TRIBUT.AREA 10sf 1 -36.7 +23.1 LIFT TO BE 8 FT ON H. DRYWALL * o - 0 ROOF PERIMETER 2 - 63. +23.1 INCHES U.N.O. PROVIDE RIGID TEMPLETS FOR MINIMUM 4" EXTENSION INTO COLUMN POURED NON WET �• z 1 WALL IROOF NFIELD 4 -43.4 +40.1 -63.8 +23.1 SIDE 0� Q DOWEL LOCATION. PROVIDE STANDARD HOOOKS AREA 8. PROVIDE DOBE TAIL ANCHORS AT 16 WINDOW OPENING DETAIL WALL CORNER - 3.6 +40.1 CBS WALL AT TOP OF ALL VERTICAL REINFORCEMENT AT INCHES ON CENTER FOR ALL MASONRY PLACED DESIGN PRESSURES FOR OPENINGS (IN PSF); ADJACENT TO ALREADY IN PLACE COLUNS 18 GAUGE 38 IN. NON CONTINUOUS COLUMNS. METAL STUDS AT 16 WITHIN 3FT FROM CORNERS --SEE ELEVEATiONS SAME SIZE AND NUMBER AS VERTICAL REBARS 9• CELL FILING CONCRETE SHALL BE "PEA DOCK" GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. CONCRETE MIX " ) IN. O.C., NON 9. BEAM REINFORCEMENT: LAPPED 36 BAR (8 TO 9 SLUMP OR GROUT WITH CLIENT: GARAGE DOOR NOT APPLICABLE DIAMETER OR MINIMUM 18 INCHES ( SEE ANY f'C= 3,500 PSI MIRI AT 28 DAYS. BEARING, 1j IN. INSULATION: FLOOR NOT APPLICABLE BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED 10. LINTELS: THE CONTRACTOR SHALL PROVIDE #6) 5CREWS AT 8 CONC. OR MASONRY WALLS R 4.1 MIN OR ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT PRECAST CONCRETE LINTELS PER SCHEDULE INCHES O.C. EDGE/ CERAMIC TILE WALLS TO WALLS R13 ® 6" FRAME EXTERIOR ROOF R 30 MIN MID SPANS. ALL TOP BARS HOOKED AT MINIMUM 6 FT ABOVE ROOF NAILING PATTERN NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO FINISH FLOOR 2x6 P.T. ATTACHED TO IF REQUIRED WOOD TRUSSES 3 IN. BOTTOM RUNNER COLUMN W/ 1/2" A.B. 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD BE STANDARD 90 DEGREE HOOKS AT REQUIRED. ATTACHED TO EXISTING ® 2'-0' O/C VERT. THE BUILDING CODF REQUIRES THE ENGINEER OF (6" MAX. FROM ENDS) WALL SHEATHING 10. ADDED REINFORCEMENT: PROVIDE I SLAB WITH TWO 1 " 1.i"EXTERIOR GRADE PLYI!OOD W/ SD ADDITIONAL CORNER BARS IN FOUNDATION AND RING SHANK NAILS ® RECORD TO INCLUDE WITH ALL RECORD PLANS INCH EMBEDMENT HILTI GALV. STL. TRACK 4 COMPLETE TRUSS FRAMING PLANS, INCLUDING O.C. AND 6" FIELD BEAMS BENT 36 INCHES MINIMUM EACH WAY AT CONNECTIONS AND I OADING DATA, TO THE PINS AT 16 INCH O.C. BACKER OAR FIB ERE BRACKETS FASTENED TO WOOD JAMB W/ ADDRESS: AND "T" CORNERS IN OUTER FACES OF ALL BUILDING DEPARTME`+T FOR PERMIT THE TRUSS (OR TWO 3/s BACKER BOARD PER R 702.4.2 3/16"x1 -1/4" LAG SCREWS METAL ROOFING PER ROOF PER BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, DESIGNER DELEGA=" '_.NGINEER MUST FOLLOW TAPCONS WITH 1 " 1/4"-20x1/2" CARRIAGE PRODUCT APPROVAL INTERMETIATE, BOTTOM REBARS ) THE LAYOUT 1-0 THE TRUSSES AND GIRDER EMBEDMENT TO SLAB OLTS & LOCK NUTS 'J" EXT. GRADE PLYWOOD W. 10 TRUSSES AS SNOWN ON THE STRUCTURAL CERAMIC TILE D RING SHANK NAILS AT 4 " 11 . SEE PLAN FOR MINIMUM SIZE CONCRETE FRAMING PLAN . IN THE EVENT THAN THE Concrete Slab O.C. EDGE AND 6" FIELD TIE-BEAM AND COLUMN REQUIREMENTS. TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN PRE ENGINEERED THE LAYOUT , HE MUST CONTACT THE ENGINEER JAMB DETAIL (OHD) ROOF TRUSSES AT�� PORTLAND CEMENT MORTA 24 INCHES ON ECTOR PER 12. SOIL STATEMENT: THE NATURE AND OF RECORD (AS SOON AS POSSIBLE AND DURING PICAL PARTITION WALL AT WET AL S BED SLOPE TO DRAIN CENTER SC E 2 x 10 FASCIA CHARACTER OF THE SOIL CONDITION BENEATH THE DESIGN PHASE AND PROVIDE THE PERTINENT r VF BATHROOM R-30 BATr THE STRUCTURAL FOUNDATION HAS BEEN INFORMATION (LOCATION AND MANGINTUDE OF INSULATION PRESUMED TO HAVE AN ALLOWABLE BEARING LOADS) TO THE ENGINEER OF RECORD. D ETA L CAPACITY OF 2,500 PSF AT THE ________ ELEV. TOP OF BEAM TIME OF CONSTRUCTION IN THE EVENT THAT SUCH COORDINATION DID NOT ALUMINUM FRAME, FASTEN 1----A.F.F SEE TAKE PLACE , PRIOR TO PERMITTTING OF THE TO STRUCTURE THRU BUCK SHEET PT FIRE BEAM/COL. PLANS STRUCTURAL WOOD : PROJECT THE OWNER OR CONTRACTOR SHALL ®/13/16" AMCONISC SCREWS FIRECODE DRYWALL BLOCKING F PROVIDE TRUSS SHOP DRAWINGS FOR THE A E CEILING 1 . TO CONFORM TO RULES OF THE • / 1 X 4 P.T. CONTINUOUS INCH HI-RIB LATH AND STUCCO REVIEW, PRIOR TO START OF FOUNDATION 5 ERIMETER SEALANT FIRE STOP AT 8'-0" F SOFFIT MANUFACTURERS ASSOCIATION ULNDER WHOSE 3 IN. METAL TOP CONSTRUCTION. THE STRUCTURAL FRAMING 8 STUCCO FINISH HEIGHT RULES THE LUMBER IS PRODUCED(SEE SUPPLIER'S PLANS OF RECORD WILL BE MODIFIED TO INCLUDE RUNNER 1/2 DRYWALL ON PT SPECIFICATIONS ', EXTERIOR WALL B EEN FURRING STRIPS WITH T ) ALL THE INFORMATION CHANGED ON THE SHOP ATTACHED WITH 2 1 .25 HOUSE AND GARAG TO BE CONC. OR MASONRY 2 COURSES OF 8' BOND BEAM WITH 2. TO BE AIR DRIED , WELL SEASONED AND BATT INSULATION R- 4.3 FOIL INSULATION srucco DRAWINGS AND NEW FRAMING PLANS ISSUED AT DRYWALL SCREWS EACH 1x4 MIN. P.T. BUCK SET IN 1 NO . 6 CONT. EACH COURSE GRADE MARKED AT MILL. ( R- VALUE PER SEALANT AND NAILED PER SCHEDULE 3. TO BE N0. 2 SOUTHERN PINE AN ADDITIONAL COST). NO FOUNDATION WORK TRUSS ENERGY CALCULATION W/1 -1/2" CASE HARDENED 8"X 8" FILLED-CELL SHALL BEGIN BEFORE THE STRUCTUAL ROOF COIL NAILS AT 12 ' O/C. W/ VERTICAL REINFORCING PER PLAN MIN. OVERLAP OF VERITCLA 4. ALL STUCTURAL WOOD TO BE SURFACED (4) AND FLOORS TRUSS FRAMING PLANS HAVE BEEN REVISIONS: 8 " CONCRETE __REINFORCING 48" SIDES (S-4-S) WITHA MINIUMN FIBER STRESS IN VERIFIED AND COORuiNATED WITH THE DRYWALL BOARD BLOCK WITH F `r HORIZONTAL LADDER TYPE BENDING OF 1 ,200 P.SI. AN DA MAXIUMUM " FIRECODE CAULKING VERTICAL REINFORCING EVERY 16" O.C. ENGINEERED TRUSS SHOP DRAWINGS. REINFORCING PER (TYPICAL) MOISTURE CONTENT OF 19 PERCENT. 1 . DESIGN AND FABRICATED IN ACCORDANCE WITH AT GARAGE SIDE PLAN 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH „ NATIONAL DESIGN SPECIFICATIONS FOR STRESS CONCRETE, STUCCO, MASONRY AND OTHER GRADE LUMBER AND ITS FASTENERS" BY NFPA. )V� r 1 2 INCH JAMB DETAIL (WINDOW) CONCRETE SLAB PER PLANS F 1 .5" RECESS CEMENTATIOUS MATERIALS SHALL BE TREATED TO 2, TRUSSES DESIGNED AND SEALED BY FLORIDA 25 GAUGE(.015 IN. / FORMED AND POURED ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT COMPLY WITH AWPA STANDARD LP-2. REG. ENGINEER AND THEY SHALL BE DESIGNED IN 5 LAYER OF CONC. OR MASONRY MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT DRYWALL MONOLITHICALLY WITH MORE THAN 450 PER FBC 2010 RES. R302.10.1 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR COMPLIANCE WITH THE FLORIDA BUILDING CODE, THICK) 3g IN. PERIMETER FOOTINGS STACK TO ALLOW PROPER AIR CIRUCULATION METAL STUDS AT 24 ELEV. F.F. PER PLANS INCLUDING THE PERMANENT BRACING. EACH SIDE 0 -0 A.F.F. AND PROTECT FROM WETTING WITH SUITABLE IN. O.C., NON COVER. 3. TRUSS ENGINEER SHALL INDICATE THE NET BEARING, 1 IN. CBS WIND UPLIFT REACTIONS FOR EACH TRUSS AND j ( ? 3/4" STUCCO GIRDER TRUSS. EACH TRUSS SHALL BE #6) SCREWS AT 8 ;. DRAWN BY: JMG N 2x6 P.T. BUCK SET IN STRAPPED TO THE SUPPORT WITH A HURRICANE INCHES O.C. EDGE/ CHECKED BY: � *, SEALANT FASTEN W/ BVJ CONNECTOR (AS DETAILED ON THE PLAN). 3 N. BOTTOM RUNNER > T2P 1 S4 IN x 16° 0G. PROJECT #: VVSEEFOUNDATIO 4. THE TRUSS ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON THEIR LAYOUT ALL ATTACHED TO EXISTING 6" FROM ENDS SCALE: } INCH LATERAL BRACING REQUIRED OF ANY TRUSS AS SLAB WITH TWO 1 DOOR TRIM TYPICAL WALL SECTION 3/4" SCALE REQUIRED BY THE TRUSS PLATE INSTITUTE. INCH EMBEDMENT HILTI DOOR FRAME PER PRO. AP 5. ALL TRUSSES TO BE INSTALLED WITHIN THE PINS AT 16 INCH O.C. (FASTEN TO BUCK W/ OUT OF PLANE OR PLUMB TOLERANCES DICTATED (OR TWO 3/s" SCREWSx0 2'-0" O/C BY THE TRUSS PLATE INSTITUTE. TAPCONS WITH 1 " CERAMIC TILE 6. INTALLATION OF TRUSSES LONGER THAN 35 FT SEALANT (TYP.) EMBEDMENT T OR HIGHER THAN 6FT IN HEIGHT SHALL BE MADE Co Crete Slab STUCCO FINISH D 1 UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT. TYPICAL PARTITION WALL HEAD/,JAMB DETAIL (DOOR)