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HomeMy WebLinkAboutBUILDING PLANARCHITECTS COAS SGENERAL 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD ;' JONES / ` , JOTI", ARCHITE;�` 1aq , .' SEAL: 0� 4- DATE: RFGISTER��� ` x .K., .. N SHEET �NDEX <_J L0 CD CLIENT: X TREASURE COAST CS-1 COVER SHEET M -1 ---MECHANICAL PLAN HOMES A-1 FIRST FLOOR PLANS E-1 FLECTR CAL 1ST FLOOR A-1 A FIRST FLOOR PLANS P1 PLUMBING RISERS ADDRESS: A-2 EXTERIOR ELEVATIONS (FRONT + RIGHT) D1 DETAILS 6504 BAYARD RD A-3 EXTERIOR ELEVATIONS REAR + LEFT D2 --DETAILS FORT PIERCE, FL ( ) 34951 S-1 FOUNDATION PLAN S-2 REAM/COLUMN S-3 ROOF FRAMING PLAN COVER GENERAL CONSTRUCTION NOTES: 1. All construction shall conform to the Florida building code, and all REVISIONS: other applicable governing codes and regulations. 2. Contractor shall verify all dimensions and conditions in the field prior to the bidding of the project. Any discrepancies which may alter the intent of the architectural or engineering documents are to be brought to the immediate attention of the architect in writing, for approval or modification. 3. All work shall be performed in strict accordance with the best practices of the construction trades in a professional and workmanlike manner. Any work not conforming with these standards may be rejected by the architect and redone by the contractor at no additional expense to the owner. 4. All materials and labor to have a one year warranty form date of completion. +� 5. All wood members in direct contact with concrete and masonry shall be treated with approved preservative. 6. General contractor shall submit to the Architect shop drawings for review and approval of all specialty items such as cabinetry prior to (� �� fabrication. DRAWN BY: JMG 7. General contractor shall submit approved shop drawings, Engineering data, product approvals and any other required CHECKED BY: BVJ information to the Building Department for all new materials they may require this information for review and approval prior to PROJECT #: commencement of construction. 8. Written Dimensions take precedence over scaled drawings. These SCALE: J INCH drawings are not to be scaled for precise or critical dimensioning. 9. Contractor to use approved survey vs. site plan for precise layout of building and other site improvements. CS I JURISDICTION --SAINT 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. NATIONAL ELECTRICAL CODE 2017 ASCE 7-16 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 16 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: Vult=170 Vasd=132 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/- GCpf=1.0+, 1.4- P=0.6w ROOF MATERIAL: SHINGLES 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 30FT 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 ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.j"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS @ 4" O.C. AND 6" FIELD WINDOW AND DOOR SCHEDULE NO. NOMINAL SIZE TYPE WIDTH X HT.- --(D 3'-2" WIDE X 6-Y HIGH SINGLE HUNG EGRESS �2 3'-2" WIDE X 6-3" HIGH SINGLE HUNG EGRESS IJ3 T-0" WIDE X F-0" HIGH MAIN ENTRY DOOR �4 16-0" WIDE X F-0" HIGH STEEL OVERHEAD GARAGE DOOR ® 2'-4" WIDE X 2'-2" HIGH SINGLE HUNG (TEMPERED) �6 T-2" WIDE X 6-Y HIGH SINGLE HUNG EGRESS O 4'-6" WIDE X 6-3" HIGH SINGLE HUNG EGRESS �8 64' WIDE X F-0" HIGH EXTERIOR SLIDING DOOR �9 T-2" WIDE X 6-Y HIGH SINGLE HUNG 10 2'-4" WIDE X 2'-2" HIGH SINGLE HUNG (TEMPERED) ALL DOORS AND WINDOWS NOMINAL SIZES LISTED --SEE MASONRY OPENINGS ON SHEET D-2 AND VERIFY WITH OWNER / WINDOW REP. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS ORDERED PRIOR TO CONSTRUCTION ALL DOORS AND WINDOWS TO BE LOW E GLASS AND IMPACT PER PRODUCT APPROVAL 00 L0 8" m .,:�w_n» 12'-11" 17'-1" 26'-0" 6'-3" 12'-4" 7'-5" O7 © (EGRESS) ■ ■ 17'-1" 11'-2" 13'-2" 7o, r ASONRY B M (TYP) I ; PORCH DINING M.B ROOM ® „ 8 9'-4" CLG 9' " -10'4" CLG Lo ■ i 11'-10" 5'-3" NO VAULTED CLG `- I 90 (EGRESS) 1 -0 1 -2 ; i ■ ■ ■ ■ ■ ■■ ■ ■ ® 0 4" 4 >, L-----4-------- 4 - -- - I 12'-2" 20'-8" 2'-0" 4'-0" 2'-6" 3'-4" ■ BEDROOM 4 —, 9'-4" CLG d ■ DW N I --------- o COUNT TOP— "� MI ROW VE ® I _ - AT 36" F RAN O 0 22" x 52 �j O I o I ATTIC 1 2668 -Do I cy)0 00 N we5068 ACCESS- I -FOLD GREAT OOM ;BI-FOL W.I.0 /% ===B���l/ 00 9'-4" CLG p 9'-4" CLG ■ , 8 5 3 4 NO VAULTED CL I --- i� -- -- - - CLOSET LAV■ _ p Q _° %�iTCH �' °1 10" RF6 inHALL V 0 9'-4" CLG � 6>_3» �t 9'-4" CLG I NO VAULTED CLG d N BATH 2 '� ap ;�M.BA H 0 Hw ■ ® 9'-4" CLG `9�� 9'-4" C G it TUB 2068 1-FOLD 68 �j 4 -11 - � LAV LO ■ o LINEN - ------ -- ----- N __\-- M ���� 0`5�O z 2068 GO Jo IzFO� D 00 --1- - - - -- . Li r� 4068 o I J N m BI-FOLD - ■ 4068 I� 868 SO D 1'-10" BI-FOLD N -`I rn FOYER DRYER ORE 12 U TI LI Y R MIN LR-13 200 AMP PANEL ED WH 2 -0' 9'-4" CLG `� VIP) IRE INSULAT N (OPT LOCATION) ■ 4" TYP ( ) 4" 4„ 12'- 11'-1" 5„ WASHER 6 -3 r--___ _ 11 22" 52" BOLL ARD ■ LI - iATTIC ACCESS' ■ ■ 200 AMP EDROOM3 BEDROOM 2 N ■ �IAI PANEL 9'-4" CLG 9'-4" CLG 1 N N EGRES CONC. SLAB 8 ® `° GARAGE 2'-5"� 9'-4" CLG ENTRY a ■ 9'-4' STUCCO 0 it ■ ■ ■ ■ ■ ■ - -CLG ---------------- ■■ 9 ■ ■ (EGRESS) (EGRESS) 8"r----------- - - - - - - - - - - - - - - - -I MASONRY 18'-8" I BEAM (TYP) 10 ■ I I ■ PAINTED FINISH ON BLOCK WALL I i IN GARAGE01 I 6'-9" 11'-11" 6'-4" 11 -0 2 -0 16 -0 2 -0 25'-0" 30'-10" 20'-0" 56'-0" FIRST FLOOR PLAN SCALE: 1 /4 INCH (OPT LOCATION) �ELEC METEI AC COMP. 00 d- uO CODE, T� Irk �f. X541 ­ Pis SQUARE FOOTAGES I A/C = 1900 SQ. FT GARAGE/NON—A/C= 409 SQ. FT. REAR PORCH = 203 SQ. FT FRONT PORCH = 60 SQ. FT TOTAL SQ. FOOTAGE = 2572 SQ. FEET 211L -oliZ_-f+z, 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./ dba ADVANCED DESIGN & 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. ARCHITECT: BERNARD .+ 0FZID.1`�, JONESARCHIT 3. Vv 12, L w w SEAL: DATE: REGIG .. CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH PrOduCt jff_'_'L%Prj-r(%jvC-%11 Sumbit-n1ittal Arriu-javit Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Mass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, wilding Design Product Design ID Description Size, Spacing, & Embedment Pressure Pressure ENTRY LA PORTE GRAZED DOOR LAWSON NOA- 20.0901.11 N/A 1/4" TC W/1-1/2" CONC. EMBED, 5" MAX FROM JAMB CORNERS & 17" o.c. MAX. HEAD & SILL ANCH: 5-3/4" CORNER / 12-3/4" MAX. +40.5/ 43.9 +65.0 /-75.0 0 1 �} 28IMPAC. X 16 H 7700 S.HUNG LAWSON NOA-20-0813.07 IMPACT INSULATED GLASS HEAD AND SILL: 4' CORNERS,(2) CORNERS/MAX 2) 1/4" TAPCONS X 1.25 EMB. JAMBS: D SILL: 14'O.0 W/ 1/4" TAPCONS X 1. �5" EMB. 1 +40.5/-43.9 +65,0/-65.0 GARAGE DO(>R 16 W X 8 11 GALV STEEL CLOPAY FL 16107.4 N/A 7-5/16" X 1-5/8" LAG SCREWS W/WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SHT A5 FOR SPACING. +34.1/-38.0 +36.0/-42.0 38 W X 64.) SH IMPAC! 7700 S.HUNG LAWSON NOA-20-0813.07 INSULATED GLASS 'TF4", IAPCUN CONCRETE MIN EMBEDMENT ",, MIN EF1I'/ HEAD AND SILL: 4" CORNERS,(2) 1/4" TAPCONS X 1.25 EMB. JAMBS: 5-3/8" CORNERS/MAX. 14'O.0 W/ 1/4" TAPCONS X 1 '5" +40.5/--43.9 MB. +65.0/-65.0 ( 1 l 54 W X 64.0 SH IMPACT 7700 S.HUNG LAWSON NOA-20-0813.07 INSULATED GLASS CONCRETE 1-75 MIN E'NTB-j HEAD AND SILL: (4) 1/4" TAPCONS X 1.75 EMB. JAMBS: 2 1/4" TAPCONS 1.75" EMB.EACH +40.5/-43.9 +65.0/ 65.0 ALUMINUM SGFD IMPACT 9200 ALUMINUM SLIDING DOOR LAWSON NOA-20-0813.07 LOW E 366 INSULATED GLASS �X EMBEDED 1 1/2" MIN @HEAD 6" FR,CORNERS 13.25" MAX EMBEDED 1 1 2" MIN a JAMBS 6" FR.CORNERS 13.75" MAX +40.5/-43.9 +65.0/-65.0 Product Model �����Attachment Manufact:uire. Method Type Size, Spacing, & Embedment wilding Design Pressure Product Design Pressure Roofing ARCHITECTURAL COMP. SHINGLES TAMPCO FL #18355-R6 SHINGLES: 6-12 GA GALV 3/8" DIA HEAD NAILS ZONE 1 = -42.1 ZONE 2 & 3 = -108.5 ZONE 1 = -69.25 psf ZONE 2 & 3 =-159.25 psf 6 PER SHINGLES WITH THRU PENETRATION OF PLYWOOD SHEATHING UNDERLAYMENT SOPREMA FL # 32569-R21 UNDERLAYMENT: TRI-BUILT SELF ADHERING 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 ]ONES ARCHITECT Signature: Certification Number: AR 015193 Date: AN T. LucitFILE ry%py ARCHITECTS -f- GENERAL CON TRACTORS 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITEO SEAL: DATE: CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL_ 34951 FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH BANDLVI\LJJ YYIIVVVYY "-" LVI\LJJ 9YIIYVVYY "•'-- - -" FRONT ELEVATION SCALE: 1 /4 INCH 2'-0" TEXTURED STUCCO RIGHT ELEVATION SCALE: 1 /4 INCH SHINGLE ROOF 2x8 FASCIA 12 5 — — — — — — — ,— CEILING HEIGHT �FINISH LEVEL (1st FLR) N.G.L. —J ---___ CEILING HEIGHT ------------- I ------------------------------------ -- 4" STUCCO BAND FINISH LEVEL CID— — — — 0'-6" (1st FLR) ��------ N-G•L 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHIT SEAL: DATE: CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 EXTERIOR ELEVATIONS REVISIONS: CODE T. C 1/ 'C-jiZ- DRAWN BY: Z-- CHECKED BY: i w�opPROJECT #: SCALE: j INCH N, JM G B VJ 2 1-VI\L.J.J YYIIV VV YY T -Ivvvv I vivvvv -••,••--•• . BAND STUCCO BAND BAND REAR ELEVATION SCALE: 1 /4 INCH SHINGLE ROOF 12 51 2x8 FASCIA 12 ---,15 �2'- 0„ , :Ell ,_0, — o i 00 d- 0-) ------------- 4 ------------------- -- -------- ------------- L ---------- 4" STUCCO BAND LEFT ELEVATION SCALE: 1 /4 INCH TEXTURED STUCCO ----_— g.14,Q CEILING HEIGHT LEVEL (1 st FLR) gr4,$.CEILING HEIGHT FINISH LEVEL co o —s (1 st FLR) ��-------- N.G.L. ARCHITECTS -E- 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD`SIJ3� JONES ARCHITECT cN0� ? , SEAL: II C. s 0 DATE: c a� Vale 0 try r-t O Z� CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG �� t�3 a^Zi CHECKED BY: BVJ PROJECT #: ) y,t ,,SCALE: i INCH FOUNDATION SCHEDULE SIZE REINFORCING REINFORCING MARK REMARKS MARK SIZE REMARKS BOTTOM TOP BOTH WAYS BOTTOM TOP BOTH WAYS DEPTH X WIDTH (X LEGNT4) WIDTH X DEPTH F-1 16" X 18" CONTINUOUS (2) #5 CONTINUOUS F 77 F MONOLITH MONOLITHIC O16"X16" F-2 CONTINUOUS (2) #5 F-8 F-3 O CONTINUOUS CONUOUS (2) #5 CONTINUOUS f-9 MONOLITHIC F-4 16"X36" X #5 0 6"O.0 #5 ® YES ISOLATED F-10 36" 6"O.0 O8" F-5 X 8" CONTINUOUS (1) #5 CONTINUOUS MONOLITHIC 32"X24" X #5 ® #5 ® YES ISOLATED F-6 24" 6 " O.0 6 " O.0 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 #3 8" . O.C. 16" COLUMN BLOCK C-178 112 X 12 4 #5 #3 8" . O.C. 12" COLUMN BLOCK FC 2­1 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 NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REQUIRED FOR THE WINDOW AND DOOR MANUFACTURES PRODUCTS USED FOUNDATION PLAN SCALE: 1 /4 INCH 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.ADVANCED-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 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD • JONES ARCHITECTco > 1 Ln SEAL: s' DATE: • CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 FOUNDATION PLAN REVISIONS: NNCE ;;t �/' N ST. wul '' DRAWN BY: 2� CHECKED BY: PROJECT #: 2 L( Z, _ C) 2 9+Z,.SCALE: j INCH s I JMG B VJ CASTCRETE LINTEL BEAM SCHEDULE MARK LEGNTH OF LINTEL GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE REMARKS ALLOWED APPLIED ALLOWED APPLIED 3'-6" 6113 550 3547 650 8F161B-1T 2 5'-10" 4938 550 1978 650 8F24-1B 3 4'-0" 6113 550 2724 650 8F24-18 F4'-6" 6113 550 2724 650 8F161B-1T 4A 8F16-1B 5 6'-6" 2632 650 1867 500 8F161 B-1 T 7 —6" 1956 650 1634 1350 8F161B-1T 7 9'-4" 2486 650 2084 700 8F24-1B 12'-0" 1925 650 1240 1000 8F16-182T 8A 8F24-1B 11'-6" 2781 650 606 1000 8F32-1B 10 19'-4" 750 650 494 450 8F161B2T 11 17'-4" 1609 650 993 700 8F20-1B2T 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-1B 12 X 12 4 #5 #3 8" . O.C. 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" . D.C. CONCRETE — TIE COLUMN C-4 8 X 8 1 #5 FILLED CELL MASONRY BLOCK NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REQUIRED FOR THE WINDOW AND DOOR MANUFACTURES PRODUCTS USED 00 co I I 56'-0" 12'-11" 17'-1" 26'-0" 4'-4" 8'-7" 11'-10" 5'-3" 6'-3" 12'-4" 7'-5" 9— 4" ■ �`4------- -- -- —--------- --- ---- ---- — -- NMI AFF ■ ■ ■ ■ ■ C-4 10 ■ 2 (2) COURSES OF a ❑ ■ BOND BEAM W/ 1 NO. 5 BAR EACH 8 ■ TOP COURSE TOP COURSE 4--I (2) COURSES OF (2) COURSES OF BOND BEAM W/ 1 BOND BEAM W/ 1 NO. 5 BAR EACH NO. 5 BAR EACH VA9' AFF TOP COURSE (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH 9'- 4 a ■ L--] J AFF ® c-4 TOP COURSE (2) COURSES OF c-4 BOND BEAM W/ 1 ■ NO. 5 BAR EACH V' - 4» 9 AFF ■ TOP COURSE TOP COURSE (2) COURSES OF (2) COURSES OF BOND BEAM W/ 1 BOND BEAM W/ 1 N O. 5 BAR EACH ® NO. 5 BAR EACH --+0.0" SEE SURVEY FOR FINISH FLOOR ELEVATION ■ ■ ■ ■ TOP COURSE ■ (2) COURSES OF STEP TO 9'-4" STEP TO 9'-4" BOND BEAM W/ 1 AFF TOP COURSE AFF NO. 5 BAR EACH (2) COURSES OF BOND BEAM W/ 1 9'-4" ■ N0. 5 BAR EAC AFF TOP COURSE ■ ■ ■ ■ ■ ■ (2) COURSES OF BEAM W/ ■ ■ ■ 4 NO.D 5 BAR EACH TOP COURSE ■ ■ (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH a 9>-411 AFF ■ 9'— 4" „ ■ ■ ■ ■ AFF IMI ■ I jk AFF ■ 8 ■ ■ 9 -4" TOP COURSE AFF (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH TOP COURSE ■ (2) COURSES OF ■ BOND BEAM W/ 1 NO. 5 BAR EACH 11 ■ ■ ■■■ 1 9'-4" ■■ AFF 6'-9" 11'-11 6'-4" 2'-5" 25'-0" 7ol 20'-0" 56'-0" BEAM/COLUMN PLAN SCALE: 1 /4 INCH 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.ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ dbo ADVANCED DESIGN do 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM CID ROUND HILL DEVELOPMENT GROUP. I i� CV ARCHITECT: BERNARD JONES ' � M ARCHITEC' -' ' ' u t L6 G7 SEAL S 4 DATE: I N CODE ':X,rz. lei ST. LUCK CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, EL 34951 BEAM COLUMN PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH S-2 TRUSS CONNECTO SCHEDUL I.D. 9 MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS UPLIFT LATERAL F1 LATERAL F2 TO TRUSS TO STRUCTURE S1 CUSTOM 4" ALUM. COL ALUM 1905 585 525 SEE COLUMN DETAIL ON SHEET D-1 S2 SIMPSON H-10A WOOD 855 590 525 (9) 10 D X 1.5 (9) 10 D X 1.5 S3 SIMPSON HETA 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 SET IN 3" 3/4 6-16DS S6 SIMPSON HGT-2 CONCRETE 10530 700 410 (16) 10 D (2) 3/4"X 12" THRU—B W/ 2" WASHERS S7 SIMPSON MGT CONDRETE 3965 — — (22) 10 DS (1) 5/8" X 6" EMB. BOLT S8 SIMPSON MSTA 18 WOOD 1115 — 2000 (12)10D X 1.5 (12)10D X 1.5 S9 SIMPSON HU28-2 CONCRETE 1085 _ _ 18 10 DS A T R�" X 8) S10 SIMPSON HU28 WOOD 670 (6) 16DS (14) 16 DS S11 SIMPSON HGT-2 WOOD 10980 — — (16) 10 D (2) TITENS .75" X 5" 2 PLY CONCRETE 2715 — — (12) 1 /4 X 2.5 (22) 16 DS 3.56/9.25 SDS S13 1505 (10) 16DS (22) 16 DS S14 SIMPSON DETAL 20 CONCRETE' 2480 2000 18 10 DS X EMBEDDED 1.5 S15 SIMPSON HU28-2 CONCRETE 1085 _ _ 6 10 DS (14) J"DIAA 1.25" TAPCONS S16 SIMPSON 2 CONNECTORS CONCRETE 2035 1215 1520 (10) 1ODS X 1.5 EMBEDDED HETA 16 S17 SIMPSON MTS12 WOOD 1000 — — (7)10D X 1.5 (7)10D X 1.5 S18 SIMPSON 2 CONNECTORS CONCRETE 2500 1215 1520 (12) 16DS5 EMBEDDED HETA 16 S19 SIMPSON VGT WOOD 8890 — — (32).25" X 3" (1)j" BOLTS S20 SIMPSON HDU4-SDS2.5 WOOD 4565 1215 1520 (10) .25 SDS X (1)8" BOLTS 2.5 S21 SIMPSON HDU5-SDS2.5 CONIC, 5645 1215 1520 (214) 10 SDS X (1)j" BOLTS 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) CONTRACTOR TO SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING TRUSSES OR CONNECTORS. ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 2572 SQ. FT k5o X 2572 = 17.30 SO. FT 3" SOFFIT VENT CONTINUOUS =15 SQ. IN. / FT. ( .104 SQ. FT PER FOOT) 17.3 / .104 = 164 LINEAR FT REQUIRED OF 3" VENT S3 U= 1000 F1 = 350 F2 =350 ROOF FRAMING PLAN SCALE: 1 /4 INCH U= 603 F, =300 U= 1000 F1 =300 F2 =300 S3 S3 U= 800 Ft =300 F2 =300 S3 U= 1000 F1 = 350 F2 =350 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES SEAL: DATE: OF Popp '+4 REc CLIENT: TREASURECOAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 ROOF FRAMING PLAN REVISIONS: UKAWN BY: JMG CHECKED BY: BVJ PROJECT #: -" SCALE: INCH FOR ST. LUi t ,., ws80 FILEw FAN GUARD � CONDENSING UNIT LOW VOLTAGE ELECTRICAL POWER SUPPLY R£FRIG£Rw OUAG£ CONNECTON COIL GUARD COMPRESSOR ACCESS PANEL c �AGK—SEATED REFRRqiANT VALVE (ABOVE 5 TONS ONL CONCRE►E PAD BMP Mti£RNATIONAL HURRRICANE HOLD DOWNS — • • HURRICANE TIE --DOWNS WITH 1-1/2- TAPCON SCREWS INTO SLAB, f 12 X 3/4- SCREW INTO CASING (TYP.) INSTALLED PER CODE ` CONDENSOR COIL REFRIGERANT SUCTION LINE / WIWSUl anaN REFRIGERANT V WIO LINE AIR COOLED CONDENSING UNIT SLAB MOUNTED N.TS. III METER 24 X 24 R / A FLOAT SWITCH AIR HANDLER DETAIL. AC-1 EQUIPMENT SCHEDULE CARRIER 3 TON C.U. - CA16NA0360OG A.H.U. - FX4DNF049T00 HEAT - 10 KW TOTAL CAP. - 35,000 ELECT - 208-230-1 BRKR CU- 30 AHU-60 REF. LINES - 3/4 & 3/8 S.E.E.RR -16.0 '� OF FL.oR'®.. � A,Q; - , �NPRD JON�S AR0015193 ; .' 49�?E® •Aj y�tz{{/I-� DTizk'2 No. Revision/issue pate ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS: INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION 6504 BAYARD RD FORT PIERCE, FL .34951 VU Project Data Scslie Shoat EXISTING LEGEND WALL MOUNT FIRE (� SUPPRESSION AT KITCHEN HOOD -CEILING P L ENDANT LAMP(HEAT) \\iill 11 PENDANT ° SWITCH LETTER *NEW EXISTING ADDED FIRE F.SPRINLER SPRINKLER HEAD HEAD �} RECESSED MAKE UP AIR �l LIGHT CEILING I RETURN AIR GRILLE -�J SURFACE MOUNT 1 X 4 FLUORESCENT SUPPLY S � F6514„ REGISTER I2 X 4 CEILING FAN FLUORESCENT EM EXIT SIGN/EMERGENCY LIGHT COMBO EF EXHAUST FAN EXIT SIGN SWITCH 3 - WAY SWITCH r---- PANEL EMERGENCY LIGHTING A--10-,, CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE f� Ir l FIRE ALARM PULL STATION L� 120V-20AMP INTEGRAL FAULT ($GFI INTERRUPT PROTECTION CD COMBINATION /VISIBLE STROBE ($Wp GROUND TYPE DUPLEX RECEPTACLE120V-20AMP WEATHERPROOF TYPE CD=CANDELA 80"-96" AFF RATING SETTING GROUND TYPE SINGLE RECEPTACLE 120V-20AMP +18"AFF UNLESS NOTED OTHERWISE /� GROUND TYPE DUPLEX RECEPTACLE (\ILJI/� 120V - 20 AMP MOUNTED IN CEILING GROUND TYPE DUPLEX OUTLET 120V-20AMP +18"AFF U.N.O. GROUND TYPE DOUBLE DUPLEX RECEPTACLE 120V-20AMP MOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 120V-20AMP MOUNT ABOVE �30A 120V SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED loc 220V COMMUNICATIONS OUTLET OA 3 WIRE 10 OR 4 WIRE 30 SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) OS SATELLITE SECURITY JUNCTION BOX KEY RADIO V TV OUTLET SRA ANTENNA ElCONDUIT PA SECURITY KEY PAD THRU WALL SMOKE DETECTOR p (PHOTOELECTRIC) WIRELESS TELEPHONE WAP ACCESS 44 OUTLET POINT CM CARBON MONOCIDE HEMERGENCY CALL/PUSH BUTTON PUBLIC ADDRESS/INTERCOM los SPEAKER (CEILING MOUNT) a �SUFFIX TEGRATED TO SECURITY SYSTEM) fNDICATES I+QUTPQI MICROPHONE OUTLET M (MICROPHONE SYSTEM) O PUBLIC ADDRESS/INTERCOM - 1 SPEAKER (WALL MOUNT) SUFFIX \ SUFFIX MINDICATES UT+OUTPUT INDICATES 12 ITRI IT Cgpq SECURITY CAMERA SECURITY MOTION SENSOR I T THERMOSTAT POINT OF SERVICE POS tOBT 10 BASE T WIRING L' I SPEAKER WIRE POINT AT CEILSPEAKER VOLUMNING VC CONTROL RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER 'TED SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS ONLY MAIN BUS RATING: 200 AMPS LOCATION: LIVING RM VOLTAGE: 120/240, 1-PH, PANEL A MOUNTING: FLUSH MOUNT 3-WIRE — AMP` POLES TOTAL WIRE DESCRIPTION CKT. CKT. DESCRIPTION WIRE TOTAL POLES AMPS VA SIZE NO. NO, 2 4 6 8 10 SIZE VA 20 1 1500 12 GENERAL LIGHTING 1 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 SMALL APPLIANCES 12 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #1 5 DRYER 6 5000 2 60 - 7 40 2 'k 8 ACU #1 9 COOK TOP 6 8000 2 40 11 12 50 2 12,000 6 WALL OVEN 13 14 LIVING ROOM LIGHTING 12 1,500 1 20 15 16 18 20 22 24 26 1 28 30 32 34 36 38 40 42 LIVING ROOM POWER 12 1,500 1 20 - 25 2 4500 6 WATER PUMP 17 SMOKE DETECTORS 12 1,000 1 20 19 BATH GFI'S 12 1,500 1 20 20 1 1,500 12 WASHER 21 EXTERIOR GFI'S 12 1,500 1 20 _ 20 1 1,200 12 DISHWASHER 23 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 1 12 REFRIGERATOR #1 27 1 BATH LIGHTS 12 2,000 1 20 20 1 1,500 12 MICROWAVE 29 BEDROOM POWER 12 1500 1 20 - 15 1 419 12 FOYER/ENTRY 31 SPARE 15 1 1000 12 EXTERIOR GFI 33 SPARE 35 - 37 39 41 SUBTOTAL 31519 26000 SUBTOTAL TOTAL LOAD WATTS =®-1 58519 WATTS a—� DEMAND LOAD CALCULATIONS 58519 TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW @100% : 10,000 REMAINDER ® 40% : 19407 A/C 10 KW @100% 10,000 D TOTAL: 39,407 CURRENT PER PHASE TOTAL LOAD (VA) / (240) = 164 AMPS 39,407 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD, BREAKER, AND WIRE SIZES PRIOR TO INSTALLATIONS �I Dm PANEL A ELI. CTRIC M.C.B. METER 200 AMP 200 AMP SERVICE 3 #2/0 IN 2": C. UNDERGR( UND SERVICE #2 CU IN 1.5 CONDUIT GROUNDING ELECTRODE UFER GROUNDING PER NEC 3 POINT GROUND FIELD flATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM NTS NOTES; 1. ALL LIVING, BEDROOM, AND OTHER REQUIRED RECEPTACLES TO BE ARC -FAULT PROTECTED AND TAMPER PROOF PER NEC. ELECTRICAL PLAN' - SCALE: 1 /4 INCH - AC COMP. S; _I_ LIVING, BEDROO ;PTACLES AND DE\ TAMPER PROOF P ARCHITECTS f CEN ER A 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITEC SEAL: DATE: CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 ELE(----"/\TR I CAL PLN N REVISIONS: DRAWN BY: JMG CHECKED BY: PROJECT #: SCALE: j INCH B VJ 2 VTR 3 VTR 13" 1 1 f" BATH 2" I-- STUDER VENT C.O. C.Q. Jib 4T DF JG ISOMETRIC KEY NOTES SOUX CHIEF WATER AMMER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. c2 y 4 Z-- 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./ dbo ADVANCED DESIGN & 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. ARCHITECT: BERNARD JONES ARCHITEC 0- +tom �• J o-�0 tZ= REOJ c c CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2020 EDITION AND 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 CEMENTATIOUS 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.. SPECCAL INSPECTOR SERVICES REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR 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. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING 5. USE OF ADMIXTURES ARE NOT PERMITTED 6. VERTTCAL 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 RUNNER DIAMETERS. 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, 14 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 " DOBE TAIL ANCHORS AT 16 38 IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLUNS 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 '� '3/16" 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 SHOWN 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 it 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 5UPERVISION OF A LICENCED STRUCTURAL ENGINEI-R OR ARCHITECT. Concrete Slab TYPICAL PARTITION WALL AT WET WALLS OF BATHROOM 38 IN. METAL TOP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS 8" FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 38 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 11 IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 38 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3/16" TAPCONS WITH 1" EMBEDMENT TO SLAB) Concrete I Slab TYPICAL PARTITION WALL CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR "CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 ERAMIC TILE PORTLAND CEMENT MORTAR `BED SLOPE TO DRAIN 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE AMIC TILE PRE ENGINEERED i ROOF TRUSSES AT 24 INCHES ON CENTER 2 X4 BRACING AT 60" O.0 WITH 2 -12 D NAILS EACH PT. MORTAR BED--4 SHINGLE ROOF PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS " EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 6" FIELD RETURNS PRIIOR TO ORERING CONNECTOR PER TRUSSES ) SCHEDULE-7 / L- / 1 X /J PT FIRE 5 8" FIRE BLOCKING 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 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS 2 X 8 FASCIA gk 9'-4" A.F.F. or PER BEAM PLAN 0, 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: X 3 3 (p OI i I ® 1 �I 19 1 i 7/8 INCH HI -RIB LATH AND STUCCO SOFFIT WITH 2" CONTINUOUS SOFFIT VENT BOND BEAM : 2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE (PER BEAM/COLUMN PLAN ) TUCCO FINISH MIN. OVERLAP OF VERTICAL "REINFORCING 30" HORIZONTAL LADDER TYPE REINFORCING EVERY 24" O.C. (TYPICAL) RECESS 1.0 STEP AT FRONT DOOR �jELEV. F.F. PER PLANS 0'-0" A.F.F. 4" f TYPICAL WALL SECTION 3/4" SCALE MARBLE SILL -DRYWALL BOARD -CAULKING -ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ 1.5" CASE HARD. NAILS 12" O.C./6"FROM ENDS -SILL FLASHING -1 X 4 PT BUCK -PERIMETER SEALANT STUCCO FINISH -POURED SILL (6"MIN) NO. 5 BAR SILL DETAIL (WINDOW) -LASHING DETAIL FOR WINDOWS IN MASONRY/ �ONCRETE CONSTRUCTION: BUCK TO SET IN 1 /4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO -IONCRETE/MASONRY STRUCTURE ?.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN NSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' AND "ONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) 3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS CONC. OR MASONRY 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. © 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 BOLTS & LOCK NUTS JAMB DETAIL (OHD) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 1.5" CASE HARD. NAILS @ 12" 0/C. MIN. 1-1/4" 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. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) DOOR TRIM CBS WALL STUCCO FINISH -2x6 P.T. BUCK SET IN 1/4" SEALANT FASTEN W/ „ (2) .25" TAPCONS Q 12 O.0 (6 INCHES FROM ENDS) -DOOR TRIM - DOOR FRAME PER PRO. AP. FASTEN TO BUCK W/ SCRWSx© 12"G0/C' SMS - DOOR TRIM SEALANT (TYP.) HE;\D/JAMB DETAIL (DOOR) 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./ dba ADVANCED DESIGN & 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 SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES SEAL: DATE: 40r ` �° w > °� Lu I o0 n ,c REc' 1 CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 DETAILS �GS tl*"5 I /zZ J� �P REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: INCH TYPICAL) _D :RTICAL PLATE TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR �1/4" BRIDGE STAPLES AT 4"O.C. FRONT / REAR PORCH DETAIL SECTION 3/4" SCALE CURB #q 5 I 16"X18" I i CONTINUUS MONOLITH (5 0 Ti) # # GRADE 12" MIN SOIL TO BOTTOM 01 FOOTING CURB DETAIL._ AT EXTERIOR GARAGE WALL ERHANG UNLESS FHERWISE EVEL OR SQUARE CUT 'RIOR TO ORERING 2 X 8 FASCIA PER BEAM PLAN 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./ dbo ADVANCED DESIGN & 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. ARCHITECT: BERNARD JONES ARCHITE ' s^ s SEAL:ca Q. DATE: • REGX�:' i19 CLIENT: TREASURE COAST HOMES ADDRESS: 6504 BAYARD RD FORT PIERCE, FL 34951 DETAILS REVISIONS: /01)- DRAWN BY: / CHECKED BY: l• PROJECT #: 2�f ©y�z, SCALE: j INCH D-2 JMG B VJ