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SCREEN 48'-4" ADVANCED I 30'-0" 18'-4" 10'-6:' DESIGN & 1'-11" 2'-0" 2'-0" 1'-11" m 1 SUN SIT SUN SIT 6'-3" 3'-1" 10'-6" BUILDING / O \ DD \ I 0 0 L, Do ARCHITECTS ct \—I \ 0 I FIR PIT 14'-4" F - - Dw a - - - Do \ o / / 14'-2 j" 6'-10" „'-„ ,. GENERA L 70 ' CONTRACTORS ' I WET BAR AREA I PAVILION A ROUND HILL DEVELOPMENT GROUP COMPANY STE 12'-O"C N HGti 12'-O"CLNG HGT GT - +IN 179115 AVE. NORTH JUPITER, FLORIDA 33478 TEP I 6'-10" PH: 561-216-1000 OD CELL 561-718-0831 51 319 167TH ST 15'-54' •Lo In 5' 4" 17' NO. MIAMI BEACH, FL, 33162 305-454-8000 ' e WWW.ADVANCED-DESIGN-BUILDING.COM O 9n _7n THESE DRATWNGS AND SPECIFICATIONS ARE 6'—O 8'_4n 1 - INSRRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ .ba ADVANCED +` ® \ / X DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR DM34SIONS OF THIS PROJECT o LOS BATH ® THEATER o ® N 14'-10" I i �� \ / ®\ �O, LIVING ROOM GAME ROOM m O O'• EXCEPT BY WRIDEVELOPMENT TTEN AGREEMENTS P. ROUND HILL 0 I r r r I I (p NO DESIGN CHANGES VIHICHG� R THE INTENT o 12-O'CLNG HGT 12'—O'CLNG HGT OF THESE DRAWINGS OR SPECIFICATIONS ER ARE TOO MADE WITIIOUT OBTAINING WRITTEN PERMISSION FROM Ih N ®° ROUND HILL DEVELOPMENT GROUP. N / BAIN o / {\ 8 '� i n 14'-4" 14'-0" 1T-8" _ o I o j ARCHITECT: B T6 yk A!C GUEST ROOM / y/ I tit /o \ `� rn I 1 0 Ory \ I l CI . ; !o 12'-0"CL G HGT I 1 / (% ��� `CT / 1 s \ O Q •?? N A/z ID / ®�\O 1 1% * Z : D Oha D ,6-7s1 12 CLNG HGT f19� 10 I 202� / HWH ® S6.TEP TEP / ® 22 #3 A �RC/iITE1- R STI / " 8 -8 sTE / 0 26 26 O\LOP 6'-0" S 8'-8" oT I'"�'n 5 BEAR C m O / O O / ° / PORCH / F�MILY ROOM 19 / j1 • • / WA /� ® �1 8" 12'-0"C� LNG HGT ��IPORCH el. =0.0' r f CXpSI T / CLIENT: '. / ROOMS '.`O�o / 11'-O" 28 ?'' ^ 16'-8" �/10 :� ��® s ® 6,®4., 14'- / CUSTOM ■■ — •■ ® G el. =-0.5' O / GALLERY co HOME 00 I I D -co 7_7_2�sp_i O REAKFAST AREA 8'-4" 8'-4" \ N i n s P 5'- 12'-0"CLNG HGT 19 3 6 rn BAT / sTEP GALLERY 9 h 6' \ / \ S \ el. =-2.5' I l° ® / s�0y ADDRESS: ■ d / / r -1 12'-OEXERCISE 1 GALLERY - /o ROOMag 112'-0" LN HGT ERY a ® \ \ I N 'CLNG HGT 8'-4r. S =DD x� D/w I o Lo / CLOSET CLOSET rn P ® I 13' ®� I i.1 I LIVING / on D AREA I el. =-2.0' 0 I I LNG HG ELE TRI I PANTRY 2'-0" G o I kIT N FIRE LA 6' 2" ® © 11'-0" HGT ao I / 0 25 I o m I I 12'-0"CLNHGT 1of GI L T ® o I • Ih BEDROOM 5 0j _ 1ST FLOOR D 12'-0"CLNG HGT iv G O \ I 15PLAN 24'-0" 7'-5" I '-0" 17 -0" 2 - �„ \ 15'-0" 13'-0" n el. =-2.0' / OFFICE L - - \ ATH \ BEDROOM 4 21 a 0 12'-0"CLNG HGT ® 12'-0"CLNG HGT / 8 I el. =-2.5' GARAGE T o I 12'-012'-O" C� / ® GALLERIQ ( �I GALLERY \ ,n o I 00 F0� ER 9 �' / 14' 0"C NG HGT © D hwh I ® o REVISIONS: N / m to\ 12'-7,. el. =0.0' 0,. _4,. 7 - 3r 8r, 7,- Ka / / \ rh 15 12'-0" / / \ DINNING \\ I. 00 UTILITY BATH 22 "co CLNG HGT BEDROOM 2 0 12'-0"CLNG HGT to BEDR ® j r / A/C o el. =-0.5' 12 -0"CLNG HGT \ rn — / / \ #2 Do ® / o m / \ PORCH / PORCH \ / N \ `O C�OSET / \ / I @ / 13'-0 6'-8 0 / I STEP 2 -9 co el. I m l'-8" DRAWN BY: JMG / ® ® iEP . O 0 26 CHECKED BY: BVJ IL 1 1 STEP 26 I • • .� • • PROJECT #: STEP- M L J el. =-2. sTEPs P 1 1 SCALE: 3/16 INCH 11 el. -2.0' 5'-9" 8'-7" 5'-9" 3'-11" 3'-10" 5'-5" 5'-5" 3'-4" 3'-4" 4'-9" 4'-9" 3'-4" 3'-4" 4'-10" 6'-0" 4'-10" ORNER (�EVIEWE�"Fa " E compl.:N, CE 6'-3" 20'-l" 3'-3" T-8 " 2'-g" „ ,T 13'-2 " " GS DLUGIE to 10'-10" 2'-9' 6'-8 -9" 9'-6' 6 -8 15'-8" 7'-4 4 -11 t3occ A 1 148'-4" FIRST FLOOR PLAN SCALE: 3/16 INCH FILE CO WINDOW AND DOOR SCHEDULE NO. NOMINAL SIZE WIDTH X HT. TYPE REMARKS (� 16'-0" WIDE X 8'-0" HIGH STEEL OVERHEAD GARAGE DOOR IMPACT O 8'-0"WIDE X 8'-0" HIGH STEEL OVERHEAD GARAGE DOOR IMPACT O3 16'-0" WIDE X 8'-0" HIGH TRYSLDING D OM) Wi IMPACT ®NSO 6'-0" WIDE X 8'-0" HIGH PORCH DOOR IMPACT 0 5-8" WIDE X 8'-0" HIGH WOOD DOOR IMPACT © 5'-0" WIDE X 8'-0" HIGH WOOD DOOR IMPACT 7 @ 4'-0" WIDE X 8'-0" HIGH BI—FOLD DOOR IMPACT 8 3'-0" WIDE X 8'-0" HIGH WOOD DOOR IMPACT 8B 3'-0" WIDE X 8'-0" HIGH WOOD DOOR W/2'TRANSOM IMPACT G9 3'-0" WIDE X 8'-0" HIGH BI—FOLD DOOR LOUVERED IMPACT 10 2'-8" WIDE X 8'-0" HIGH WOOD DOOR IMPACT 11 2'-8" WIDE X 8'-0" HIGH BI—FOLD DOOR IMPACT 12 2'-6" WIDE X 8'-0" HIGH WOOD DOOR IMPACT 1l�3 2'-6" WIDE X 8'-0" HIGH GLASS DOOR IMPACT 14 12'-0" WIDE X 8'-0" HIGH SLIDING GLASS DOOR W 2 TALL TRANSOM IMPACT 1�5 3'-0" WIDE X 8'-0" HIGH _ GLASS DOOR IMPACT 16 3'-1" WIDE X 6'-4" HIGH ALUM. SINGLE HUNG IMPACT 3'-1" WIDE X 6'-4" HIGH ALUM. SINGLE HUNG IMPACT 1 g 2'-0" WIDE X 3'-2" HIGH ALUM. SINGLE HUNG W/ OBSCURE IMPACT 19 3'-1" WIDE X 6'-0" HIGH FIXED IMPACT 0 4'-6" WIDE X 6'-0" HIGH ALUM. SINGLE HUNG IMPACT 21 3'-1" WIDE X 5'-3" HIGH ALUM. SINGLE HUNG IMPACT 1 AW 3'-1" WIDE X 5'-3" HIGH AL MN SINGLE HUNG 2 TRANSOM IMPACT ® 3'-1" WIDE X 4'-2" HIGH ALUM. SINGLE HUNG W/ OBSCURE IMPACT ® 4'-0" WIDE X 6'-0" HIGH ALUM. SINGLE HUNG W/ OBSCURE IMPACT ® 1'-8" WIDE X 3'-1" HIGH FIXED IMPACT No 3'-1" WIDE X 5'-3" HIGH ALUM. SINGLE HUNG W/ OBSCURE IMPACT 5 3'-1" WIDE X 5'-3" HIGH ALUM. SINGLE HUNG W/ OBSCURE W 2' TRANSOM IMPACT ® 6'-2" WIDE X 5'-3" HIGH ALUM. DOUBLE HUNG W/ 2' TRANSOM IMPACT 6'-2" WIDE X 5'-3" HIGH _ ALUM. SINGLE HUNG IMPACT ® 5'-9" WIDE X 6'-0" HIGH ALUM. SINGLE HUNG IMPACT ® 6'-0" WIDE X 8'-0" HIGH I BI—FOLD DOOR IMPACT &I Wil &'1111101111 GENERA_ 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.AD VAN CED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT 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 SPECACATIONS ARE TO BE MADE WITHWT OBTAINING WRITTEN PERMISSION FROM ROUND HID. DEVELOPMENT GROUP. ARCHITECT: BEKNA `DLO t Jo • `9 (D: AR001519Ak�3 Cj Oil CLIENT: ADDRESS: DOOR - WINDOW SCHEDULE REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: 1 /4 INCH uTI 12 6 2x8 FASCIA ------------------------- METAL ROOF PER PRODUCT APPROVAL 0 DECORATIVE LOUVERS 2x8 FASCIA 12 8 �. O 12 �6 12 2x8 FASCIA 8 12 12 10 - - - - - - - - - - - - - - - - - - 0 - - - - - : � �-� - - - - - - - - - - - - - - - - - --------------------- 9 H �STUCCO� 12 - --T=------T---------------t-------F--------------'�----~-- FRONT ELEVATION t- - - �- - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 � --i -� - �-- " �- - - - - - - 2x8 FASCIA METAL ROOF PER PRODUCT APPROVAL 12 ::� I6 12 12 -� 6 ��6--------- --------------- ---- 2x8 FASCI -----------I----- ------ ------ RIGHT ELEVATION --_---_ _ LPORCH ENTRANCE HEIGHT L-------�-(CEILING HEIGHT 0 FIRE PIT N - f FINISH FLOOR 0 I 04 ADVANCED DESIGN 8 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 WW lPORCH ENTRANCE W.ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HEIGHT ROUND &. ADVANCED DESIGN I& BULL D ILLDINGMENT THEY ARE NOT T/0 BE USED ON Z-QEILING PROJECTS OR EXTENSIONS OF THIS PRQECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL HEIGHT DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICADONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNA JON �go5_FL.00 . AR % C SNP 0 JON-6, 0� _ o FINISH FLOOR A�Qfl�,5193 �a DA CLIENT. RUDYTS HOME REMODEL ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMC CHECKED BY: BVJ PROJECT f SCALE: 3/16 INCH A-2 LOUVERS 12 6� FIRE PLACE 12 12 6 -- \-------------- �--------------------- ----- -- 6— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — METAL ROOF—\ PER PRODUCT APPROVAL REAR ELEVATION LEFT ELEVATION 12 6 �% 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 N0. MIAMI BEACH, FL, 33162 305-454-8000 — — — — PORCH ENTRANCE WWW.ADVANCED—DESIGN—BUILDING.COM HEIGHT THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMEN78 OF SERVICE AND ARE THE PROPERTY OF C E I LI N G RDESIGN OUND HILL BUILDING. THEY ARE ENT SNOT M BE USED ONIN db E - - - ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT —0" H El G H T EXCEPT BY WRITTENOPMAGREETENNTS WITH ROUND HILL NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - REAR ELEVATION ---Z-PORCH_ENTRANCE HEIGHT -- — L-CEILING HEIGHT INISH FLOOR f FINISH FLOOR ARCHITECT: l3hFNA (DA�cl ��le oRFloR' TECT "p �FiNARD.Jph,�O� AR00y5193 CLIENT: ADDRESS: EXTERIOR ELEVATIONS =Iryus 163 DRAWN BY: JMG CHECKED BY: BVJ PROJECT P. SCALE: 3/16 INCH A - 3 I (0 0) O u Y Y 0' 18'-4 7'-10" 5'-11" 3'-9" 6'_3".. 6'-3" S-9" 4'-1" 3'-9" 4'-3j" 4 1' ------ --- r— — — — — — — — — — — — — — — — — — — — — — — 1 ■ o-u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ — — — — — — Ft — —.. Ta 0 ------------- o F-�----------� - — — F-' — — — — / MIN F(7�l I I �I I I 1,W-4'-.; rl I \ \ ■ \ F- F- �J✓ip \ \ \ \ I N \ \ %:::r20'-O" e. _ 4 3" 6 4,_1„ \ \ \ STEP \ FLo STE V-7j" `\ $ IN \ � ■ to — —.--- F-,----(1-6L— \ PORCH V 6'-2" F_t 9'-3"— L--..--------- -- ---- 1 C-tB 1B 18 GAB N — — — — o-1B9 I 9'—O" \ EL -4" f■ to ■� A■ n ■ F-a �` F-5 \\ ' el. =-0.5' STVP I 6 . 12 FT I S P 1 ■ 12'-3" FI EXACT I 17'-0" m I I FINAL SS TN /� a I I ■ I — I—F-a — — — — — — — L ----- STEP F-y - _— — — — — — — I I I WO I I I I F ,a I I ■ IF-B I 14'-23" 1. 6'-10" 7'-i" IRE PIT 9� 3• 1 / 7✓ i9 / ■ ■ MIX, J; LN F-B \ / / F-, I ■ c � ,Cb 4j y / , ; J ■ 3-9" 5'-44" V-3}" / I STEP Fj6 < \ F-1 \ T_ / \ ■ ■ ■ ■ I / t0 F- — — — — — — — — — ------� L—— / " F-B F-1 ,9 ■ M I ■ I II 6 o / S X-- 4•ziz12FTSTEEL P�mIQNTf ARNA- TRU \18'-5" F-" STE I ■ I L— J 7" MEEK F-, I 6" I LINE r---------.----� s F_5 +0.0" SEE SURVEY FOR FINISH-&- I ■ - " ■ v " ■ J I IBL-- -L---------------T—, FLOOR ELEVATION ■ 6" f i , nNE 4oFIBERMM MIX MONOTUTHIC NT000 H FOOTINGS PER SCHEDULE ON CLEAN iD TE jEP I I TERMITE TREATED SOIL, COMPACTED TO MIN I ■ N I 2500 PF, 6 MIL VAPOR BARRIER n TEP I AND CORNER BARS Yam/ el. =-2.0' I I N I I I I I I I I I I I I I I I I I I EL. +o" I I I I I I I el� 21 B' 4" THICK CONCRETE SLAB, 3D00 PSI FlBERMESH MIX, MONOTUTHIC WITH FOOTINGS PER SCHEDULE ON CLEAN , I F_t TERMITE TREATED 2500 P F. 6 COMPACTED I MIE L VAPOR BARRIER R AND CORNER BARS I I I ■ I I ( I I I ■ F-B I ■ ul I I I I I I I � 6" i I ■ I $� I I I I I ---- I I ■ I I F-t I I I I e I I I I F-2 I ■ 1 I ■ TD NTH PORCH DECK6" 4" CONCRETE SLAB ■ ■ ■ STEP ■ ■ 6 MILEVAP R BARRIER, CLEAN ( STE,I °rn WELL COMPACTED, TERMITE F-B F-9 L — —, . — — slI TREATED SOIL P.I. =n 0' I I M I I F-t I -al I m I I I I I I F-t I F_, I■ I■ I F_, � I I ■ I IFS I I i I I r----- F- — , I I ■ ■ ■ I F_, F 1 ■ ■ I ■ ■ I F_, I ■ ■ I I ■ ■ I F-' F_, F'1 I ■ ■ F— — _ — —�, I F_ L L----------------J I J L-------i F J L L------i------� a ■ ■ ■ ■ ■ ■ Lt------H--- ---- j --- t_15 3'-1 FOUNDATION PLAN SCALE: 3/16 INCH 3'-1 .� To w— ■ — ■ r J ■� F-1 -J ■ ■ I 1 �D ■ F-, r I F-I I F-1 --- F-B-------J STEP ■ ■ ■ ■ r------ ■ ■ ■ ■ ■ I-- --- o . •■. s P 1 5-5" — o-- STEP " o-lA ,A ■ ■ ■ ■ ■ ■ — 51EP Y_5" a'" L Ir I 2'-11 �" � 3'-9" �9'-3" jI 3'-9" 7I 1. 2'-11 }" I_ 3'-4" _ 4'-0" _ 2'-1" 2'-0" 1 °-4" el. =-2.0' V-1. FEN ARCHITECTS T 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. AD VAN CED-DESIGN-BU ILDIN G. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SEANCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN k BUILDING. THEY RE NOT TO BE USED ON MY 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 SPECFICATIONS ARE TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: 1.3EK-N JON '" �� OF F( �o ®RJ AR ARD j04Z SE ARoo j� 193 Tn DATE:" fnGy 11 I f CLIENT: RUDY'S HOME REMODEL I I I N I PT ADDRESS: FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BYo BVJ PROJECT #: SCALE: 3/16 INCH S-1 103, IDA' 10 '1, JOIN FOUNDATION SCHEDULE SIZE REINFORCING REINFORCING MARK REMARKS MARK SIZE REMARKS BOTTOM TOP BOTH BOTTOM TOP BOTH DEPTH X VADTF (X LEGNTH)WAYSWAYS WIDTH X DEP F—i 16" X 30" (3) N5 CONTINUOUS 95 O CONTINUOUS MONOLITH FOOTING f-7 O 48" X 60" x 18, 6 " O.0 YES ISOLATED PERIMETER ON TOP F-2 CONTINUOUS (1) CONTINUOUS MONOLITHIC F-8 e" X 8" N5 OF STEM WALL (TYP) MONOLITH F-3 16" X 18' (2) N5 MONOLITHIC F-9 48' X 48• X 16• #5 O 8 " tl.0 YES ISOLATED FOOTING F_4 24"X24' X i5 O ' #5 O ' YES ISOLATED F-10 30" X 18' (2) /5 MONOLITHIC 16' 6 O.0 6 O.0 FOOTING PERIMETER F-5 6' x 1z• (1)' CONTINUOUS X N5 #5 YES ISOLATED F-6 14"X24' 6 6O C 6O C CONCRETE BLOCK COLUMN SCHEDULE MARK ELEV. (A.F.F.) SIZE REINFORCING TIES SEE NOTES REMARKS NUMBER SIZE SIZE SPACING NUMBER C-1A 16 X 16 4 #5 16" COLUMN BLOCK C—iB 12 X 12 4 #5 12" COLUMN BLOCK C-2 8 X 16 4 #5 #3 8" . O.C. CONCRETE — TIE COLUMN C-3 8 X 8 MIN 6 #5 #3 8" . O.C. CONCRETE — TIE COLUMN C-3 C-4 8 X 8 MIN 1 #5 NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REQUIRED FOR THE WINDOW AND DOOR MANUFACTURES PRODUCTS USED 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 W W. AD VAN CED—DESIGN—BU I LD I N G. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SEANCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCER DESIGN R 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 SPECRCATIONS ARE TO BE MADE MTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND FIILL DEVELOPMENT GROUP. ARCHITECT. BERNARD JONES CLIENT: RUDY'S HOME REMODEL ADDRESS: FOUNDATION SCHEDULE REVISIONS: DRAWN BY: JMG CHECKED BY: PROJECT #,. SCALE: 1 /4 INCH BVJ FILE C4 7'-10" z'-n' 12'-6• 2'-n• � � 1-��4 ■ ■ ■ I iwi ■ ■ — — — — — — u— — — 2'-0-L AFF TOP COURSE 1 (2) COURSES OF 12-0 AFF BOND BEAM W/ 1 TOP COURSE 1 AFF N0. 5 BAR EACH (2) COURSES OF 12'-0" BOND BEAM W/ 1 AFF 1 NO. 5 BR EACH I TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BR EACH 12'-0 AFF QI 12'-0" AFF ■ 12'-0' AFF TOP COURSE ■ TOP COURSE L (2) COURSES OF BOND BEAM W/ 1 (2) COURSES OF NO. 5 BAR EACH BOND BEAM W/ 1 OP COURSE NO. 5 BAR EACH 1) COURSES OF OND BEAM W/ 1 0. 5 BAR THIS NTERIOR WALL TOP COURSE TOP COURSE TOP COURSE (2) COURSES OF 12' 0" A 1A19 (2) COURSES OF (2) COURSES 0 BOND BEAM W/ 1 BOND BEAM W/ 1 BOND BEAM W/ 1 N0. 5 BAR EACH NO. 5 BAR EACH 4• NO. 5 BAR EACH ■ F i 2'-0" AFF i� ■774 TYPICAL --- TE� _— -- -- . —_—_El_— 2 TOP COURSE (2) COURSES OF BOND BEAM W/ 1 m ■ NO. 5 BAR EA00 f�FA�•_3+ I i� ■ ■ b1 ■ �I F `o 17--1 r / 12'-0` AFF 0 AFF TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH fl BEAM CLOUMN PLAN SCA E: 3/16 INCH r x i x 12 FT 12'-0" AFF TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH ■ 12'-0" AFF 1A 12'-0" A 1A 1❑ a•_r I 12'- AFF ( 1 I f-0" AFF 1 AFF 1 TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH 12'-Or AFF 148'-4" 16'-8>}• 7'-1 we 4 / 0• AFF — — — — — — — — — — — — — — — — �t ■ PORCH I .ry , 12'-0 AFF 4 TOP COURSE 1 (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH ro .i 12'-0" AFFv CT TOP COURSE (2) COURSES OF -❑3 eA BOND BEAM W/ 1 NO. 5 BAR EACH 14'-0' AFF 1 TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH AFF TOP COURSE (2) COURSES OF BOND BEAM W/ 1 12'-0" AF NO. 5 BAR EACH 4'-0" AFF AF 14'-0" TOP COURSE 12• 0" AFF ( ) COURSES OF AFF 12•_ AFF TOP COURSE 14'- " AFF 4 sA 1 '-0" AFF TOP COURSE I t NO. 5 BAR BOND M EACHi (2) COURSES OF (2) COURSES OF 12'-0" AFF u - BOND BEAM W/ 1 BOND BEAM W/ 1 ■ ■ ■ ■ 13 NO. 5 BAR EACH NO. 5 BAR EACH ■ 12'-0" F ■ ■ ■ ■ 2'-0" AFF ■ ■ 14'-0" AFF 2'-0` AFF 2'-0" AFF ■ _ 4 M 14 "AFF ■ lamb a 7' 103'-3}" Fr (ENTER LINE TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACI( AFF TOP COURSE (2) COURSES 0 BOND BEAM W/ 1 NO. 5 BAR EACH TOP COURSE (2) COURSES BOND BEAM NO.5 BARE TOP COURSE (2) COURSES OF A BOND BEAM WC/ 1///\jfJ NO. 5 BAR EA IN TOP RSE 12`- AFF (2) C URSES OF BOND BEW/ 1 NO. BR EACH u D TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BR EACH TYPICAL TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BR EACH 12'-0" AFI AFF TOP COURSE AFF (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH 13, 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 W W. AD VAN CED—DESIGN—BU I LDI NG. COM THESE DRAWNGS AND SPECIFICATIONS RE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ ma ADVANCED DESIGN k 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 SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. nMOM m owl 11NU_1NE JONES ARCHI s pNARp�O SEAL'�S'` DATE: CLIENT: 12# AFF M RUDY'S HOME ■ '° REMODEL TOP COURSE 2 (2) COURSES OF tO BOND BEAM W/ 1 2•_0+ N NO. 5 BAR EACH AFF I 12' 0" AFF Te ■ ■ ADDRESS: BEAM COLUMN PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: 3/16 INCH i CASTCRETE LINTEL BEAM SCHEDULE GRAVITY LOAD UPLIFT LOAD BEAM LEGNTH OF LINTEL MARK ALLOWED APPLIED ALLOWED APPLIED COMPOSITE 1 1A 4'-6' 6113 550 2724 650 BPI 6-1B 5'-10" 4360 550 2093 650 2 2A 5'-10' 1451 250 909 2508F8-lB 3❑ 12"-0' 1254 650 928 700 BF16-2T 4 4A 7'-6" 2632 650 1634 1350 81`16-1B 7'_6• 1121 650 727 500 8F8-1B ] 6A 17'-4" 1838 550 1956 950 8F20-iB-IT 7❑ 12'-0" 1366 550 798 650 5F16-18 9'-4' 2564 650 1471 700 8F20-1B 10'-6' 2781 650 606 1000 8F16-1B 10 10 13'-4" 18M 650 1956 950 8F24-18-1T 11 3'-6" 6113 550 3547 650 0F16-1B 12 W-6 4360 550 21193 650 81`16-1B 13 15'-4" 710 550 368 350 8F-16-18 14 19'-4" 1538 550 1956 950 8F16-1B-1T 15 21-4- 558 550 1956 950 8F16-lB-lT 16 19'-4' 1838 550 1956 950 8F24-1B-1T NOTES: BEAM ASSEMBLIES ARE A MINIMUM DEPTH. GREATER DEPTHS MAYBE USED BY ADDING (1) NO. 5 BAR FOR EVERY 8" INCREASE IN DEPTH NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REQUIRED FOR THE WINDOW AND DOOR MANUFACTURES PRODUCTS USED CONCRETE TIE - BEAM SCHEDULE MARK ELEV. (A.F.F.) SIZE W X H REINFORCING HOOPS SEE NOTES REMARKS 5000 PSI CONCRETE UP THRU 2ND FLOOR POUR 3500 PSI BEAMS AND COLUMNS ABOVE 2ND FL DECK BOTTOM MIDDLE TOP SIZE SPACING NUMBER B-1 12 X 20 3 - #5 3- #5 3 - #5 #4 6" O.C. B-1A 8 X 12 3 - #5 3 - #5 #3 • B" x 12' W/ 3 -#5 TOP & BOT & #3 STIRUPS 4", 8", 16" & 32' O.C. FROM EACH END. B-2 12 X 16 2 - #5 2 - #5 2 - %5 #4 18" O.C. GRADE BEAM / FRONT PORCH BEAM B-3 16X24 3-#5 3-#6 3-#8 #4 81O.C. B-4 12 X 30 2 - #5 2 - #5 2 - #5 #4 6" O.C. B-4A 12 X 36 2 - #5 2 - #5 2 - #5 #4 6' O.C. B-5 8 X 12 - #5 2 - #5 - #5 #4 a" O.C. SEE DETAIL A ON SHEET D-1 FOR TE-BEAM/MONOUTHIC BALCONY SLAB B-5A 8 X 20 - 06 2 - #6 2 - #8 #4 6" O.C. B-5B 8 X 20 2 - #5 2 - #5 2 - #4 #4 6" O.C. FLOOR BEAM COLUMN PLAN FOR INTEGRAL BEAM VAlb STEP B-8 8X16 2-#5 2-#5 2-#5 #4 8D.C. B-7 8X24' 2-#5 2-0 2-#5 #4 6"O.C. B-7A 8 X 16' 3 - #5 2 - #5 2 - #5 #4 6" O.C. I. x 16' W/ 3 -#5 TOP & BOT & #3 STIRUPS 8", 16' & 32' O.C. FROM EACH END. B-8 1 8X16 2-#5 2-#5 2-#5 #4 80.C. B-9 12X12 Z -#5 2-#8 2-#6 #4 6"D.C. B-9A 12 X 16 2 - #8 2 - #B 2 - 06 #4 6" O.C. FF 8X16 2-#5 2-#5 2-05 #4 BO.G it I ADYIINCED DESIGN 8 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.AD VANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC. dba ADVANCED DESIGN & BUILDING THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIMS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: CLIENT. RUDYeS HOME REMODEL ADDRESS: BEAM COLUMN SCHEDULE REVISIONS: DRAWN BY., JMC CHECKED BY: BVJ PROJECT #: SCALE: 1 /4 INCH UH1FT ,000/ Fl- 300 C1. 300 IRLFT ,D00/ F F� 300 1 IIPUR 1000/ Fl� ]00 F� 30D UP IOWJ F 300 F2. 300 UPUFT,000j P. 300 F2. 300 sa GP sT ,Doq fl. 300 F2. 300 T tlg0/ 300 300 ADUNCED DESIGN 8 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 W W. AD VAN CED—DESIGN — BU I LD I N G. CO M THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR DMSIONS OF THIS PROJECT EXCEPT BY WRTTEN AGREEMENTS MATH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BEKN JONE E o,c� a V '/0 _ SEAL' 9 Vi R0° lsl ,3 a e, DATE: CLIENT: RUDY'S HOME REMODEL ADDRESS: ROOF FRAM N PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: 3/16 INCH S-3 TRUSS CONNECTOR SCHEDULE I.D. 9 MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS NOTES S1 SIMPSON LGT2 WOOD 2050 - - (14) 16D (16) 16D S2 SIMPSON LTS16 WOOD 775 - _ (6) 10 D X 1.5 (6) 10 D X 1.5 (20)1ODSS S3A SIMPSON MTS16 WOOD 1000 - - 7) 101DDS (7) g4 SIMPSON HD5A CONC. 2485 - - ANCHOR BOLT - 6 EMBED. 2- THRU BOLTS S5 SIMPSON HD10A CONC. 5540 - - 7/8 SSTB ANCHOR 4-7/8" THRU BOLT - 10" EMBED. BOLTS S6 SIMPSON THGBH3 8010 12000 - - (8) X 6" EMB (10) 10 D +2-j" THRU BLTS S7 SIMPSON HGT-2 CONC. 10890 - _ - (2) X Y 12"ANCHORS (16) 10 DS S8 SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (14) 10D X 1.5 S9 SIMPSON HUS210 WOOD 720 2845 - - (30) 16D (10)16D S10 SIMPSON HU212- WOOD 905 1085 - - (16) 16D (6)10D X 1.5 S11 SIMPSON MGT CONC. 3965 - 1 5 8 X12"ANCHORS W/E OXY(22) 10 DS S12 SIMPSON HETA16 CONC. 2035 1225 1055 EMBEDDED (12) 10D X 1.5 2 STRAPS TRUSS CONNECTOR SCHEDULE 8 TYPE BEARING CONNECTOR UPLIFT FLOOR CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO STRUCTURE FASTENERS TO TRUSS NOTES S13 EMANUF. HETAL 12 CONC. 1085 415 1100 EMBEDDED (10) 10 D X 1.5 S14 DETAIL 20 CONC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON HGT - 3 CONC. 10980 750 500 2 X 10 EMBEDDED BOLT (16) 10 D NOTES : 1. CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN CONTACT WITH 2. CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3. ALL EMBEDDED ANCHOR BOLTS TO HAVE SIMPSON HIGH STREGNTH 2 PART EPDXY 4. CONTRACTOR TO PROVIDE TRUSS ENGINEERING TO ARCHITECT PRIOR TO ORDERING 5. TRUSS HOLDOWNS TO BE REVIEWED PRIOR TO ORDERING TRUSSES TO VERIFY DESIGN UPLIFTS RELATIVE TO ACTUAL ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 8716 SQ. FT X50 X 8716 = 58.1 SQ. FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET OR .79 SQ. FT. NET 58.1 / .79 = 73 VENTS REQUIRED ENTIRE PERIMETER OF 576 FT / 73 = 8 FT, 73 VENTS 0 8' O.C. 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.ADVANCED-DESIGN-BUILDIN G.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ A . ADVANCED DESIGN R BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OP THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANCES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERN ,�PSt qp I JO 5 0 AR TECiNARo,/ 1 AL. Pic 4ROO15193 BATE: �'SjFR�O�� 2a2i: CLIENT: RUDY'S HOME ml ADDRESS ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BV,) PROJECT f SCALE: 1/4 WCH 'u-70-- 1 11 III III III -•• — I � � 1 ■c url" u I / ORCH PORCH I I/ EL TRICAL PLAN D SUN SI SUN S I \ y FI P I I / — — — — 12'-0"CL GT I I I POOL GFI I I O I • I I \ TEATE B TH I — --GAME—R '-O"CLNG HG FI \ o \ \ I / \ i / \ / O FAMILY ROOM \ \ FI I \ D PORCH AS / l\ BREAKFT' AREA GFI I J I \ p12' 0"CLNG HGT O Q / / MASTER \ J BED / 12'-O"Cl G HGT / / C C UTILITY GFI 0 GIF GFI GALLERY X RCI - - - / GALLERY ROOM I O / / '-NG-- - - -- - 1 0"CL u GALLERY 12'-0"CLNG HGT 1�/ I I I � I IGDO I I GARAGE 12'-0"CLNG HGT I / GDO / L GFI 4a v HGT I rG� ice, r�lrii Q O 0 � .. loll mph lu�al _ II� FA ADVANCED C DESIGN & BUILDING FIRE PIT 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. ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC.'f0 db° ADVANCED DESIGN It BUILDING. THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS PATH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWWIGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD - - -- / L StE 1, r-- --- ,G---- ---- --- �--- Y O�.R / II / \ L — — — — CLOS& CLOSET \`__ i►��� \� .�:.� � III 11(io)lm! O OO �OO OO Oi GALLERYOO C FOYE � i I OHO � I 6—F .. 12'-0"CLNG HGT I \ \\ hwh I I i I I BEDROOM 1 WH O I I I I Fl U ILITY FI ° F\ BATH 0� 013 DINNING I I \ F A/C p p L — — — " 12'-012'-0"CNG�_�GT FI Lp CLNG 12'—OHGT / PO CH GIF \ F FI 16' p \ CLNG HGT BEDR OM CLOSET\ O Odb 1 -O LNG FIG JV1VJ OFP AR T / .. 6EFtNARD 70� p., AF2001- DATE.19 ELECTRICAL PLAN! REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: 3/16 INCH E(STNG LEGEND 1 NALL MOUNT FIRE SUPPRESSION AT KITCHEN HOOD � FILING /P1 L�PENDANT LAMP(HEAT)EXISTING • •NEW ADDED FIRE PENDANT �iD NLER SPRINKLER SWITCH LETTER HEAD HEAD HEAD ORECESSED O � MAKE UP AIR L GHT M RETURN AIR GRILLE SURFACE iii MOUNT I 'xa FLUORESCENT ■ O SUPPLY a• REGISTER n u2 X a FLUORESCENT CEILING FAN tEXIT SIGN/EMERGENCY LIGHT COMBO ® \ EXHAUST FAN SIGN $ SWITCH 3 WAY SWITCH r PANEL EMERGENCY LIGHTING I A -ION CIRCUIT NO. P� FIRE ALARM PULL STATION GROUND TYPE DUPLEX RECEPTACLE 120V-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION CD COMBINATION /VISIBLE GROUND TYPE DUPLEX STROBE RECEPTACLE120V-20AMP OwpWEATHERPROOF TYPE CD�CANDELA CD -CANDELA 80"-96" AFF RATING/SETTING GROUND TYPE SINGLE RECEPTACLE 12INGLE MP +18"AFF UNLESS NOTED OTHERWISE GROUND GROUND TYPE DUPLEX RECEPTACLE - 20 AMP MOUNTED IN CEILING GROUND TYPE DUPLEX OUTLET 120V-20AMP +18"AFF U.N.O. GROUND TYPE DUPLEX UPLEX RECEPTACLE DOUR DU MOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 120V-20AMP MOUNT ABOVE 00C ®30A SPECIAL PURPOSE OUTLET (SUFFIX (SUFFIX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED $ `l7 220V a COMMUNICATIONS OUTLET /-;i,iOA 3 WIRE 10OR 4 WIRE 30 SPECIAL PURPOSE OUTLET �f (SUFFIX INDICATES AMPS) SATELUTE S SECURITY JUNCTION BOX PPADI RADIO TV OUTLET SRA ANTENNA El CONDUIT SECURITY KEY PAD THRU WALL SMOKE DETECTOR 0 (PHOTOELECTRIC) WIRELESS , TELEPHONE [W-AP-1 ACCESS OUTLET POINT on CM CARBON MONOCIDEPULIC EMERGENCY SPEAKER ADDRESS/INTERCOM (CEIUNG MOUNT) CALL/PUSH BUTTON D � SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET �M (MICROPHONE SYSTEM) PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) D _—SUFFIX D SUFFIX INDICATES INPUT+OUTPUT INDICATES IMP[ IT�nl ITIPI IT OqM SECURITY CAMERA SECURITY MOTION SENSOR T THERMOSTAT POS POINT OF SERVICE SPEAKER WIRE POINT AT 108 10 BASE T WRING CEILING SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER SPECIFICATION: SQUARE ELECTRICAL MAIN BUS RATING: 225 AMPS VOLTAGE: 120/240, 1—PH, 3—WIRE MAINS: LUGS LOCATION: LIVING PANEL A '° MOUNTING: FLUSH ONLY RM MOUNT AMPS POLES TOTAL VA WIRE SIZE DESCRIPTION CKT. NO. CKT. NO. DESCRIPTION WIRE SIZE TOTAL VA POLES AMPS 20 1 1500 12 GENERAL LIGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 4 SMALL APPLIANCES 12 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #1 5 7 6 8 AHU HEAT STRIP #2 (10,000) 2 60 40 2 * 8 ACU #1 9 10 ACU #2 82 40 11 12 50 1 2 1 10000 6 WALL OVEN 13 14 LIVING ROOM LIGHTING 12 1,000 1 20 15 16 LIVING ROOM POWER 12 1000 1 20 25 2 4500 6 WATER IRRI. PUMP 17 18 DRYER 6 5,000 2 30 19 20 20 1 1,500 12 WASHER 21 22 BATH GFI'S 12 1,500 1 20 20 1 1,200 1 12 DISHWASHER 23 24 EXTERIOR GFI'S 12 1,500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1500 12 REFRIGERATOR 27 28 KITCHEN LIGHTING 12 2000 1 20 20 1 1,500 12 MICROWAVE 29 30 BATH LIGHTING 12 2,000 1 20 15 1 1000 12 FOYER/ENTRY 31 32 BEDROOM POWER 12 1500 1 20 20 1 360 12 3M. GARAGE DEDICATE 33 34 SMOKE DETECTORS 12 1,500 1 20 25 2 4500 6 HOT WATER HEATER 35 36 HOT WATER HEATER 6 4500 2 25 37 38 39 40 41 42 SUBTOTAL 29060 TOTAL LOAD(WATTS)= 55060 WATTS 26DOO SUBTOTAL DEMAND LOAD CALCULATIONS TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW 0100% : 10,000 REMAINDER ® 40% : 18024 A/C 20 KW 0100% 20,000 TOTAL: CURRENT PER PHASE = TOTAL LOAD (VA) / (240)r 200 AMPS 1-200 AMP SERVICE _* VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS ONLY MAIN BUS RATING: 225 AMPS LOCATION: LIVING RM 120/240, 1—PH, PANEL B VOLTAGE: MOUNTINGc 3—WIRE FLUSH MOUNT AMPS POLES TOTAL WIRE DESCRIPTION CKT. CKT. DESCRIPTION WIRE TOTAL POLES AMPS VA SIZE NO. NO. SIZE VA 20 1 1500 12 GENERAL LIGHTING 1 2 GENERAL RECEPTACLES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 4 GENERAL RECEPTACLES 12 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #3 5 6 8 AHU HEAT STRIP #4 6 (10,000) 2 60 7 40 2 * 8 ACU #3 9 10 ACU #4 2 40 11 12 50 2 12,000 6 13 14 GENERAL RECEPTACLES 12 1,500 1 20 RANGE 15 16 GENERAL RECEPTACLES 12 1.500 1 20 25 2 4500 6 POOL PUMP 17 18 DRYER 6 5,000 2 30 19 20 20 1 1,500 12 WASHER 21 22 GENERAL LIGHTING 12 1,500 1 20 20 1 1,200 12 WINE COOLER 23 24 GFI'S 12 1,500 1 20_ 20 1 1,000 12 REFRIGERATOR 25 26 GFI'S 12 1500 1 20 27 28 WATER HEATER 6 4500 2 25 29 30 31 32 ELEVATOR 33 34 36 5,000 35 37 38 39 40 41 42 SUBTOTAL 23200 20000 SUBTOTAL. TOTAL LOAD(WATTS)= 43200 WATTS DEMAND LOAD CALCULATIONS 43200 TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW ®100% : 10,000 REMAINDER ®40% : 13280 A C 10 KW ®100% 20,000 TOTAL: 43280 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)�= 180 AMPS 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD, BREAKER, AND WIRE SIZES PRIOR TO INSTALLATIONS i DISCONNECT DISCONNECT PANEL "A" PANEL "B" M.C.B. M.C.B. ELECTRIC 200 AMP 200 AMP METER IN GARAGE IN GARAGE IN GARAGE IN GARAGE 2 #4/0 IN 2": C. 2 #4/0 IN 2": 2 #4/0 IN p4/0 IN 2": AHU #3 AHU #2 AHU .#1 SURFACE MOUNT 4 X 4 GUTTER AHU #4 ACU ACU ACU 3 2 1 #1 ACU 4 #2 CU IN 1.5" CONDUIT GROUNDING ELECTRODE GRADE UFER GROUNDING PER NEC 3 POINT GROUND FIELD ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUNDh UNDERGROUND COLD WATER PIPE(CU) SERVICE ELECTRICAL RISER CONCRETE ENCASSED ELECTRODE - DIAGRAM NTS 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.AD VAN CED—DESIGN—BUILDING.COM 1MENT DRAWINGS AND D ARE THE PR ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY ADVANCED RDUNO HILL DEVELOPMENT GROUP, INC./ db. USEDN DESIGN R BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER Y WRITE A SEMEN S OF THIS HILL OECT EXCEPT BY WRITTEN AGREEMENTS P. ROUND HILL DEVELOPMENT GAWP. NO DESIGN CHANGESOR WHICHECFIC ALTER11ONS RE INTENT OF THESE DRAWINGS OR SPRITTEN ERM ARE TOO MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERN ID D " � tSARp do A CLIENT: RUDY'S HOME REMODEL ADDRESS! ELECTR CAL PLAN REVISIONS: DRAWN BY: JMC CHECKED BY: BVJ PROJECT #: SCALE: 1 /4 INCH E-2 Jl�Vm J,�vm —PlUDER 12. r 2' G.D. 1 ° LBTH 31 3' TUB 2' 1 II21-VTR 1 I L\ I I I I I 3' 2I' VTR 1 i VTR , Vm 1 i VTR J kvm 1 J'� JIB I �1� �1111R r 1 AS 1 1 2•'• 1 FIELD D.D. I I, �I' VIR LAV G ui N�.LOW CONDITIONS •VTR I I 1 J� �� I 3. I I 1 J I r I 2• I C.O. .O. 3 22,• BATH 2' 3 3• BATH 2- TR I i O. 3. 1 12• BATH s c.0. CO. d 5NDER 3• VENT IC 2• 1 3 3• T1D1 r 2 3 1 2- 2• N Y 2• Y BATH 2 KITCHEN ISOMETRIC KEY NOTES SWX CHIEF WATER AMMER ARRESTOR 0500 TYPICAL WATER HAMMER ARRESTORS ARE REWIRED FOR WICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. (TYPICAL) 2' BATH Cm 0 _ ;_II 1 4' CLEAN OUT 4 FT FROM BUILDING AGUNCED DESIGN 8 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. ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERNCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dbo ADVANCED DESIGN A BUILDING THEY ARE NOT 'f0 BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT CROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS ON SPECRCATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: CDAh. EF< "01'7,9RCH te,... CLIENT: RUDY'S HOME ADDRESS: PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: i INCH STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE 2020 7TH EDITION REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME OF PERMITTING. 2. BASED ON ANSI/ASCE 7-16: BASIC WIND VELOCITY = 170 MPH OCCUPANCY CATEGORY = II EXPOSURE C 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF LIVE LOADS: 30 PSF SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN LDS. 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF LIVE LOADS 40 PSF 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STREGNTH OF 3000 PSI A 28 DAYS WITH MAXIMUM SLUMP OF 4" 6. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60 , FABRICATED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 SEC. 12.2.3, 30.5" MIN. 7. CONCRETE COVER UNLESS NOTED OTHERWISE ON DRAWINGS TO BE: COLUMNS AND BEAMS ( TO THE TIES): 1.5" GRADE BEAMS" 3" EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" TOP: 2" ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" INCHES U.N.O. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON CONTINUOUS COLUMNS. SAME SIZE AND NUMBER AS VERTICAL REBARS 9. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AT REQUIRED. 10. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS IN FOUNDATION AND BEAMS BENT 36 INCHES MINIMUM EACH WAY AT "L AND T CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, INTERMETIATE, BOTTOM REBARS ) 11. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE -BEAM AND COLUMN REQUIREMENTS. 12. SOIL STATEMENT: THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTURAL FOUNDATION HAS BEEN PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION STRUCTURAL WOOD 1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION ULNDER WHOSE RULES THE LUMBER IS PRODUCED(SEE SUPPLIER'S SPECIFICATIONS). 2. TO BE AIR DRIED , WELL SEASONED AND GRADE MARKED AT MILL. 3. TO BE NO. 2 SOUTHERN PINE 4. ALL STUCTURAL WOOD TO BE SURFACED (4) SIDES (S-4-S) WITHA MINIUMN FIBER STRESS IN BENDING OF 1,200 P.SI. AN DA MAXIUMUM MOISTURE CONTENT OF 19 PERCENT. 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY AND OTHER CEMENTA11OUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2. 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR STACK TO ALLOW PROPER AIR CIRUCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. REINFORCED MASONRY WALLS 1. HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH MIN. AVERAGE COMPRESSIVE STREGNTH OF F'M = 1500 PSI 2.. CONTRACTOR SHALL ASSURE ALL REINFORCED MASONRY CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE PLACING OF REBARS IN CELLS , VERIFYING THE CLEANLINESS OF THE CELLS TO BE GROUTED AND OBSERVE THE PLACING OF GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S DOOR ITRIM I SILL PLAN DETAIL 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING 5. USE OF ADMIXTURES ARE NOT PERMITTED 6. VERITCAL REINFORCING: A. ASTM A-615 PER REINFORCING SECTION B. VERTICAL REINFORCING STEEL WILL BE 38 IN. METAL TOP CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. RUNNER C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED WITH 2 1.25" EACH SIDE OF AN OPENING IN WALL, AT DRYWALL SCREWS EACH INTERSECTIONS, CORNERS AND ENDS. TRUSS REINFORCING SHALL BE AS SPECIFIED OR MIN. NO. 5 BARS 1/2 INCH HORIZONTAL REINFORCING: PROVIDE #9 LAYER OF GAGE, LADDER TYPE HORIZONTAL JOINT DRYWALL REINFORCING EVERY SECOND BLOCK COURSE (1'4" NON WET HOOKED IN TO THE BOND BEAM AT NON - SIDE CONTINOUS END OF REBARS 18 GAUGE 38 IN. D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 IN. O.C., NON REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 1i IN. ( #6) L INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCHES LIFT TO BE 8 FT ON H. O.C. EDGE/ MINIMUM 4" EXTENSION INTO COLUMN POURED AREA 8. PROVIDE DOGE TAIL ANCHORS AT 16 38 IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLONS SLAB WITH TWO 1" INCH 9. CELL FILING CONCRETE SHALL BE "PEA DOCK" EMBEDMENT HILTI PINS CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O.C. (OR f'C= 3,500 PSI MIN. AT 28 DAYS. TWO " 3/g' TAPCONS 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) WOOD TRUSSES THE BUILDING CODE REQUIRES THE ENGINEER OF RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT . THE TRUSS DESIGNER DELEGATED ENGINEER MUST FOLLOW THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL FRAMING PLAN IN THE EVENT THAN THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER OF RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MANGINTUDE OF LOADS) TO THE ENGINEER OF RECORD. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE PROJECT THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT AN ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTUAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGN AND FABRICATED IN ACCORDANCE WITH " NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA. 2. TRUSSES DESIGNED AND SEALED BY FLORIDA REG. ENGINEER AND THEY SHALL BE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, INCLUDING THE PERMANENT BRACING. 3. TRUSS ENGINEER SHALL INDICATE THE NET WIND UPLIFT REACTIONS FOR EACH TRUSS AND GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO THE SUPPORT WITH A HURRICANE CONNECTOR (AS DETAILED ON THE PLAN). 4. THE TRUSS ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON THEIR LAYOUT ALL LATERAL BRACING REQUIRED OF ANY TRUSS AS REQUIRED BY THE TRUSS PLATE INSTITUTE. 5. ALL TRUSSES TO BE INSTALLED WITHIN THE OUT OF PLANE OR PLUMB TOLERANCES DICTATED BY THE TRUSS PLATE INSTITUTE. 6. INTALLATION OF TRUSSES LONGER THAN 35 FT OR HIGHER THAN 6FT IN HEIGHT SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT. Concrete Slab �YPICAL PARTITION WALL AT WET ALLS OF BATHROOM 31 IN. METAL TO PP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS " FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 38 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1 j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 3B IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3/6" TAPCONS WITH 1" EMBEDMENT TO SLAB) CorlCrete I Slab n�" Im. InLLM IIUIVJ rGr-N FIVIH/FV -CBS WALL MANUFACTURERS REQUIREMENTS -STUCCO FINISH DOOR SILL TO --� SET IN 18 GUAGE -1x6 P.T. BUCK SET IN 1/4" GALVANIZED PAN SEALANT FASTEN W/ "1" DEEP BACK (2) .25" TAPCONS 0 12"O.C. AND TWO SIDES (6 INCHES FROM ENDS) SET IN 1/4" BED DOOR FRAME OF SEALANT WITH FASTEN TO BUCK W/ SURROUNDING CONCRETE ANCHORSS CONCRETE AND SIZE AND EMBED. PER MASONRY PRODUCT APPROVALS -DOOR TRIM SURFACES WITH -SEALANT (TYP.) A LIQUID MEMBRANE 0 ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2020 -CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR TYPICAL PARTITION WALL J"CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 AMIC TILE PORTLAND CEMENT MORTAR (BED SLOPE TO DRAIN \LL INSULATION TO RAVE FLAME 3)PREAD NDEX OF NOT MORE FHAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE FHAN 450 PER FBC 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE IC TILE CONCRETE SLAB DOOR TRIM SEALANT (TYP.) STUCCO FINISH 8" X d 1 C #5CURB I I I II 16"X18" CONTINArs - MONOLITF� #5 O _ #_J 12" MIN SOIL TO BOTTOM FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL CONTINUOUS F-2 12nXBn MONOLITHIC CONTINUOUS MONOLITH 4" #5 0 8„ 12" 1z CURB DETAIL AT EXTERIOR GARAGE WALL METAL ROOF PER PRODUCT APPROVAL ON <<YE ER INSTALLED PER VAL OR SELF ADHERING 2'-0" OVERHANG UNLESS PRE ENGINEERED GRADE PLYWOOD W. 8 NOTED OTHERWISE ROOF TRUSSES AT SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT 24 INCHES ON GE AND 4" FIELD RETURNS PRIIOR TO ORERING CENTER CONNECTOR PER TRUSSESSCHEDULE-�I2 X4 BRACING AT 48" O.0 2 X 4 LATERAL B/ /N7TH 2 -12 D NAILS EACH PT.PER TRUSS LAYOU ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2020 RES. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A L_ PT FIRE N I 5 8" FIRE BLOCKING G CODE DRYWALL CLG. 1 X 4 PT FIRE BLOCKING o 8 ' 0" AFF 1/2 DRYWALL ON PT FURRING STRIPS WITH , R- 4.1 FOIL INSULATION I 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLAN`. FORMED AND POURED MONOLITHICALLY WITH STEM WALL TYPICAL WALL SECTION 3/4" SCALE r- CBS 3/4" STUCCO 1x6 P.T. BUCK SET IN SEALANT FASTEN W/ 2) 1 4 IN x 2.25 LG. APCO S 0 16" O/C 6" FROM ENDS DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ CONCRETE ANCHORSS: SIZE AND EMBED. PER PRODUCT APPROVALS -SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) • r 2 X B FASCIA 12"-0" A.F.F. or PER BEAM PLAN 7/8 INCH HI -RIB LATH AND STUCI SOFFIT NTH SOFFIT VENTS PER ROOF PLAN BOND BEAM : 2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE STUCCO FINISH MIN. OVERLAP OF VERTICAL REINFORCING 32" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) 1.5" 8" TURN RECESS DOWN SLAB WITH (10 �NO. 5 ELEV. F.F. PER PLANS 0'-0 A.F.F. 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONTINUOUS CONCRETE FOOTING PER FOUNDATION SCHEDULE WIND DESIGN DATA STUCCO, CLADDING, DOORS AND WINDOWS: ZONE 4: +48.7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END ZONE WIDTH: 4 FT O/H GARAGE DOORS: +33.6 -38.9 THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC 2020 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2020 FBC. COMPONENT AND CLADDING DESIGN PRESSURES, THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: 3 2 1 / I (D o11/O 5 I 33 OI I (D I I@ I I I ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12 0/C. MIN. 1-1/4" ERIMETER SEALANT m_� STUCCO FINISH CONC. OR MASONRY 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1 2" CASE HARDENED COIL NAILS AT 12" 0/C. MAY - DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) CONC. OR MASONRY Y CONC. OR MASONRY 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. 0 2'-0" O/C VERT. (6" MAX. FROM ENDS) GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 1/4"-20x1/2" CARRIAGE I BOLTS & LOCK NUTS JAMB DETAIL (OHD) MARBLE SILL IN MORTAR BED(OPT) WINDOW PER P. APPROVAL FASTEN W/ 3/16" DIA X 1-1/4 EMBEDDED TAPCONS 0 16" O/C & 6" MAX. FROM ENDS 0 SIDES AND HEAD FLASHING ERIMETER SEALANT TUCCO FINISH POURED SILL WITH 1 #5 WINDOW OPENING DETAIL CBS WALL. ADVANCED DESIGN 8 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.AD VANCED-DESIGN-BUILDING.COM THESE DRANINGS AND SPECIFlCA71ONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC. �e ADVANCED DESIGN A, BUILDING. THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY 1RRITIEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES NHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE XNHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILLDEVELOPMENT GROUP. ARCHITECT: E�gfjf'�pfE OFF< (IT�4yT BAR Al , �� is, ° 00--- - -. nn � fs'f�O 157'.FT CLIENT: RUDY'S HOME REMODEL ADDRESS: REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT # SCALE: } INCH I D 1 3j IN. METAL TOPP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS 1/2 INCH LAYER OF DRYWALL AT A/C SIDE + %" FIRECODE GARAGE SIDE 18 GAUGE , 31 IN. METAL STUDS AT 16 IN. O.C., NON BEARING, 14 IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 3j IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " )(e" TAPCONS WITH 1" EMBEDMENT TO SLAB) Concrete Slab ND WALL CONDITION FRAME TO LOCK METAL FRAMEJ 2 X 4 TOP PLATE ATTACHED WITH (2) 1 D NAILS EACH TRUSS 1/2 INCH LAYER OF C SIDE + AT A DRYWALL / %- FIRECODE GARAGE SIDE PRE ENGINEERED ROOF TRUSSES ATI_� 3(6" X 2% TAPCONS 16' STAGGERED AT END WALL 2 X 4 WOOD STUDS AT 16" OC. x M. 0 2 X 4 PT BOTTOM PLATE WITH (2) 2 — TAPCONS ® 24"O.C. Concrete Slab ND WALL CONDITION FRLOCK (WOOD FRAME) AME TO Product Approval Submittal Affidavit Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design ID Description Size, Spacing, & Embedment Pressure Pressure O FIBERGLASS THERMA-TRU N/A 1/4' TC W/1-1/2' CONC. EMBED, 6' MAX FROM JAMB CORNERS +40.5/43.9 +65.0 /-75.0 ENTRY DOOR 20461.14 & 14" P.C. MAX. SEE PRODUCT APPROVAL FOR HEAD & SILL ANCH 38W X H IMPACT ALUM FRAME PGT WINDOWS D[ST 11/e".NOTPABOUT IX BUCK56' ALL CORNERS,(4)@ 4OC @ +40.5/-43.9 +65.0/-65D B 20-0401.03 INSULATED GL455 MEETING PAIL EA,SIDE O GALV STEEL CLOPAY N/A 7-5/16" X 1-5/8" L1G SCREWS W/WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SILT AS FOR SPACING. +34A/-38.0 +34.3/-38.3 8 W X B H 20 0922 19 4 38W XRAO SH IMPACT ALUM FRAME PGT WINDOWS FL #ll063D.05 INSULATED GLASS HST 11/8".NOTE ABOUT I%BUCK56"ALL CORNEPS,(4)@40C@ MEETING PAIL EA.SIDE +40.5/-43.9 +65.0/-65.0 72 W X 32 H PLUM FRAME PGT WINDOWS +40.5/-43.9 +65.0/-65.0 SH-IMPACT INSULATED GLASS & TOP @ JAMB SPACING USE @ WINDOW @ MULL 5 38V/pgUH ALUM FRAME PGT WINDOWS DISTi l/8'.NOTPABOUT 1%BUCK56"ALL CORNERS,FM040C@ +40.5/-43.9 +65.0/-65.0 20-0401.03 INSULATED GLASS MEETING RAIL EA.SIDE 1 54 W X 52 H ALUM FRAME PGT WINDOWS +40.5/-43.9 +65.0/-65.0 SH IMPACT 20-0401.03 INSULATED GLASS 6 2 ALUMINUM SGD ALUMINUM PGT WINDOWS LOW E366 FOR CONCRETE INSTALLATION USE USE HIGH 1/4" TAPCONS 108W X 96H SLIDING DOOR 20-0205.03 INSULATED GLASS EMBEDEEMB. 1 3/4 MIN. D 13/8" MIN OR 1/4 554 C0.ETE FLE% +40.5/-43.9 +65.0/-65.0 4 6 ® MULLION VERT MULL KIT AL PGT WINDOWS (2) 1/4' SS ELCO AGGREGATE W/2" CONC. EMBED, @ BOTTOM +40.5/-43.9 +65.0/-65.0 N/A & TOP @ JAMB SPACING USE @ WINDOW @ MULL 1 48W X 32 H ALUM FRAME K1401.03 PGT WINDOWS INSULATED GLASS plSl i l/8".NOTE ABOUT IX BUCK56" ALL CORNERS,(4j@ 4MUR0C @ MEETING MIL EA. Attachment Method Type, Building Design Product Design Product Model # Manufacturer Size, Spacing, & Embedment Pressure Pressure EXTREME METAL UNDERLYMENT: 36' W, 30# FELT, LAPPED 19% NAILED W/ APPROVED CAPPED ZONE 142.1-42.1 ZONE 1 = -69.25 DO Roofing EXTREME METAL NAILS ALONGALAP @ MAX 36" oc,OR SELF ADHERING ZONE 2 & 3 = -108.5 ZONE 2 & 3 -'-159.25 psf FL # 17022.R9 METAL PANELS 26 GAUGE INSTALLED PER PRODUCT APPROVAL I have reviewed the above product approval information and and approved it. CONTRACTOR TO VERIFY AND PROVIDE EXACT ROUGH OPENING SIZES OF ALL WINDOWS AND DOORS Name: BERNARD JONES ARCHITECT Signature: Certification Number: AR 0015193 Date: METAL ROOF PER PRODUCT APPROVAL ON 30 / BASE LAYER INSTALLED PER PRODUCT APPROVAL OR SELF ADHERING BASE. 2'-0" OVERHANG UNLESS 7/8 NM IS-Ha8 CAIN FASTENED M TRUSSE3 OR SIAVCRMAL MEMBERS PER A51M COWL NTH BENT W COMMM NAPS, WAMARD R(Ionm NAWS OR W BRIDGE STAPLES AT CD.G 1" EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 4" FIELD RETURNS PRIOR TO ORERING CONNECTOR PER TRUSSES) r 2 X 8 FASCIA 0 PER BEAM PLAN ` CAST—CRETE LINTEL ASSEMBLY WITH 1 NO. 5 BAR EACH COURSE FINISH PER SCHEDULE SEE SHEET S-2 - PORCH 6 • CONCRETE ALL WIRE LATH BLOCK WITH ATTACHMENT TO REITICAL NFORCING PER MEET FBC PLAN R703.7.1 /ASTM NO. 5 BAR 10" X 24" AT C1063 —11A 24"O.C. TIE IN PORCH TO HOUSE SLAB 8" TURN CONCRETE SLAB PER PLANS 2" TURN DOWN SLAB FORMED AND POURED DOWN SLAB NTH (1) MONOLITHICALLY WITH WITH (1) CONCRETE SLAB PER PLANS 0o. 5 PERIMETER STEM WALL 0. 5 FORMED AND POURED MONOUTHICALLY WITH - • TEP PERIMETER STEM WALL 0 1 " OR STEPS TO GRADE nm — � REN CIN I 4— PLAN — CONTINUOUS CON -CRETE FOG 3/4" SCALE I PER FOUNDATION SCHEDULE , FRONT ENTRY OR REAR PORCH DETAIL SIDEWALK OR POOL DECK 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN &T SILL FLASHING .1 X 4 PT BUCK .PERIMETER SEALANT STUCCO FINISH POURED SILL (6"MIN) NO. 5 BAR SILL DETAIL (WINDOW) FLASHING DETAIL FOR WINDOWS IN MASONRY/ CONCRETE CONSTRUCTION: 1.) BUCK TO SE -FIN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO CONCRETE/MASONRY STRUCTURE I2) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN UIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' AND CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) I3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR (MANUFACTURERS REQUIREMENTS — ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS SEALANT (CAULKING) ON THE EXTERIOR SIDE OF THE WINDOWS SHALL MEET THE REQUIREMENTSS OF FBC R703.4 . CAULKING SHALL BE IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250. FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. CBS WALL STUCCO FINISH Ix6 P.T. BUCK SET IN 1/4" SEALANT FASTEN W '2) .25" TAPGONS 6 12"OA 5 INCHES FROM ENDS) )OOR TRIM DOOR TRIM SEALANT (TYP,) DOOR TRIM W/ HEAD/JAMB DETAIL (DOOR) (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK '— SEE PLANS FOR HEIGHT OF STEP IN ELEVAION = _I (1) NO. 5 CORNER Z—BAR (1) N0. 5 BAR IN WITH MIN. 30" BEND BOTH CONCRETE FILLED BOND WAYS BEAM BLOCK II T I I I (1) NO. 5 BAR VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL TYPICAL BEAM STEP IN ELEVATION DETAIL ADVANCED DESIGN & BUILDING ARCHITECTS I 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. AD VAN CED—DESIGN—BU ILDIN G.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ &D ADVANCED DESIGN a BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: DA 0,� '11%0 �N ' P 79 CLIENT: RUDY'S HOME REMODEL ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH D-2 FILE CO JURISDICTION--ST. LUCIE COUNTY , FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION ASCE 7-16 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: Vult=175 Vosd=105 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: METAL ROOFING PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 RISK CATAGORY : II END ZONE WIDTH FOR 3OFT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSURES WALL ROOF ZONE Leeward/Windward Leeward/Windward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN_ PSF): SEE WIND DATA ON SHEET D-1 INSULATION:: WALLS R 4.1 MIN OR WALLS R13 ® 6" FRAME EXTERIOR ROOF R 30 MIN ICYNENE ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 4" FIELD WALL SHEATHING : 1.j"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 4" O.C. AND 6" FIELD MORTAR CAP W (1) NO. 4 BRICK SOLDIER COURSE BOND BEAM WITH (1) NO. 5 BAR 61 � 101011i#010011111TIL& MMI HORIZONTAL REINFORCING: 1/4" TIES AT 18 " AND TWO TIES AT EACH BEND IN VERTICAL STEEL ( TYPICAL EVERY 4 FT VERTICALLY) FLUE SIZING PER PLANS BOND BEAM WITH (1) NO. 5 BAR EVERY 8 FT VERTICALLY HORIZONTAL REINFORCING: 1/4" TIES AT 18 " AND TWO TIES AT EACH BEND IN VERTICAL STEEL ( TYPICAL EVERY 4 FT VERTICALLY) FLUE SUPPORT SMOKE CHAMBER DAMPER THICKENESS OF FIRE BOX `; WALL IS 8" MIN. WITH I FIREPLACE DIMENSIONS FIRE BRICK AND 1/4 INCH FACE BRICK MORTAR JOINTS II ... WIDTH OF OPENING: 42" SOLID CONCRETE FILL o I HEIGHT OF OPENING: 30" NO. 5 VERTICAL STEEL AT CORNERS AND MID WALL FIRE BRICK BACK WALL WIDTH : 28" WIDTH A PER FOUNDl10N PLAN II HEARTH AND WALLS BACK WALL VERTICAL HT.:14" I MASONR WALL Ml BACK WALL INCLINED HT.: 18" PER PLAN DEPTH OF BOX: 20" MIN" HEARTH SLAB THICKNESS MIN OF 12 " WITH II TWO LAYERS OF NO 5 BARS. 6" O.C. BOTH SIZE OF FLUE: 13" X 13" WAYS ( 3000 PSI MIX) CHIMNEY CAP ADJACENT FLUES MIN 8" APART TERMINATE 3 FT ABOVE ROOF AND 2 FT AT 10 FOOT HORIZONTALLY CHIMNEY CAP CRICKET FRAMED MIN. 24" H PATH STEP FLASHING AGAINST CHIMNEY FLUE LINER SHOULD BE FREE OF SURROUNDING MASONRY WITH ONLY ENOUGH MORTAR CONTACT TO MAINTAIN SPACING (ONLY SIZING PER PLANS CHIMNEY WALLS WITH FLUE LINING, SOLID MASONRY UNITS OR HOOLOW MASONRY UNITS GROUTED SOLID WITH AT LEAST 4" THICKNESS -WOOD MANTEL: HEIGHT MATERIAL PER OWNER WITH 8" MIN. FORM FIRE BOX OPENING FACE BRICK SELECTION, HEIGHT AND DESIGN PER OWNER 8" DISTANCE TOP OF OPENING TO THROAT FIREPLACE LINTEL OF NON COMBUSTIBLE STEEL 3/8" X 6' X 4" SEE PLANS FOR BACK WALL AND INCLINED WALL DIMENSIONS OR FIRE BRICK ( 60 DEGREE MIN) - HEARTH OF FIRE BRICK MIN OF 20" HEARTH EXTENSION: WIDTH, HEIGHT AND MATERIAL PER PLAN FOOTING: SEE I' III I I I I I I I 9'-0" X 11'-0" X 16" DEEP Q_'� —I� —' p_ '_ r _�Q FOR FOR PLANS 1YV0 LAYERS OF N0. 5 BARS 06"OC. EACH _ _ _ _ _ — HEARTH HEIGHT WAY I I^ — —�—I _..o — O— FROM FIREPLACE AND CHIMNEY TO MEET ALL FLORIDA BUILDING CODE REQUIREMENTS FIREPLACE PLANS ■ FOOTING 9'-0"WIDE X 11'-0" LONG, DEPTH: ADJUST BASED ON HEARTH EXTENSION HEIGHT FIREPLACE SECTION FOOTING DEPTH: ADJUST BASED ON HEARTH EXTENSION HEIGHT 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. ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICA71ONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ m" ADVANCED DESIGN • BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANCES ENT ALTER THE INTENT OF THESE DRAWINGS OR SPECFlCATONS ARE TO BE MADE VATHOUT OBTAINING WRITTEN PERMISSION fROM ROUND HILL DEVELOPMENT GROUP. CLIENT: RUDY'S HOME ADDRESS: PROJECT DATA AND DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: i INCH 7 Lj