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Home My WebLink AboutBUILDING PLANS1 ST FLOOR PLAN SCALE: 1 /4 INCH 1. INSTALLATION OF NEW DETACHED SIDE PORCH PER PLAN. 2. NO MECHANICAL PROPOSED 3. NO ELECTRICAL PROPOSED 4. NO PLUMBING PROPOSED SQUARE FOOTAGES PORCH = 546 SQ. FT FOUNDTION PLAN SCALE 1/41NCH ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W.ADVANCED-DESIGN-BU I LDI NG. COM THESE DRAWINGS AND SPECIFICATIONS INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ Ebo ADVANCED DESIGN & BUILDING. THEY ME 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 SPECRCARONS ME TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: ay 4, 2020 REVIEWED FOR ®I;E COMPLIANCE ST� ' 'l CIE COUNT SOCC SCANNED BY St. Lucie County CLIENT: ADDRESS: 3318 ORANGE AVE. FORT PIERCE, FLORIDA FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: PROJECT P. SCALE: } INCH /ZO—nTr—actt r Copy BVJ <- EXISTfTNG HOUSE EXISTING HOME I��clmrilbl EAST ELEVATION SLOPE J" PER FOOT 2 X 6 @16" ROOF RAFTERS PER PLAIN \`CONNECTOR PER SCHEDULE 2 X 4 DIAGONAL BRACING PER PLAN X 4 PT. POST 2 X 4 — DIAGONAL BRACING PER PLAN CONNECTOR PER SCHEDULE ON SLAB OR EMBEDED 4 X 4 INTO CONCRETE FOOTING IIII L� SECTION 2 J" EXTERIOR GRADE PLYWOOD WITH 2.5" R.S. 8D NAILS AT 4"O.0 EDGE AND FIELD. ROLLED ROOFING PRODUCT PER PRODUCT APPROVAL X 6 FASCIA PER SCHEDULE X 6 BEAM X 4 PT. POST CONNECTOR PER SCHEDULE ON SLAB OR EMBEDED 4 X 4 INTO CONCRETE FOOTING Af MAY 5 2( ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.AD VANCED-DESIGN-BUILDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Abo ADVANCED DESIGN k BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSORS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH HOUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPEOFICATONS ARE TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. CLIENT: ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: PROJECT #: SCALE: 3/8 INCH A� . r-) 101 e.. ' 30"2X4 DIAGONAL BRACING W" (3) 16 D NAILS EACH CONNECTION AT 4 CORNE 30" 2 X 4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION BOTH SIDES OF COL. 30"2X4 DIAGONAL BRACING WITH (3)16 DNAILS (3) 16 D NAILS EACH CONNECTION AT 4 CORNERS 2 X 6 TYPICAL 16'-26" 30"2X4 DIAGONAL 'RACING WI (3) 16 D 2) 2^X �C�LrtL'F# CONNECTION 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION AT ALL CORNERS 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION » i"EXTERIOR GRADE ROOF PLYWOOD DECK WITH 8 D 30" 2 X 4 SHANK NAILS AT 4" O.0 BRACING WITH AND ROLLED ROOFING PER PRODUCT APPROVAL YS2�T-CAP col S6 ATBASE !)2X6 �11.1. 4X 4POS SLAB S1 TYPICAL (2)2X6 2 X 6 RAFTERS 4X4POS SLAB W/ !)2X6 Rram r-(3) I (-oe J i \ S6 BASE ( 2NAL CBE 1 S ,2 STRAPS(TYPICAL) YS2\T saP 2 STRAPS(TYPICAL) (2) 2 X EXISITNG HOUSE 2 X 6 (2) 2 X 6 BEAM NOT ATTACHED C)C'ALJ TO HOUSE (2)2X E 30"2X4 lic DIAGONAL BRACING NTH 3) 16 D 16 D NAILS EACH _ CONNECTION Flffff NL'7Jl;i : � 4Ml 2 STRAPS(TYPICAL) ROOF FRAMING PLAN SCALE: 1/4 INCH TRUSS CONNECTOR SCHEDULE I.D. 9 MANUF. TYPE BEARING CONNECTOR UPLIFT CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO TRUSS FASTENERS TO STRUCTURE S1 SIMPSON H10A WOOD 1140 590 525 (9) 10 D X 1.5 (9) 10 D X 1.5 S2 SIMPSON TS16 OR MTS16 WOOD 775 _ _ (6) 10 D X 1.5 (6) 10 D X 1.5 S3 SIMPSON HETA 16 CONCRETE 1810 335 710 (10) 1ODS X 1.5 EMBEDDED S4 SIMPSON ABU44Z CONCRETE 2200 - - 8-16DS (1) %" J-BOLT W/ 4" EMBEDMEN S5 SIMPSON (1)ABV/(1)BELO WOOD 4564 - - 10-SDS Y4"X2.5" 10-SDS Y4"X2.5" 5 /5' THREADED ROD S6 SIMPSON ABU44Z CONCRETE 2200 - - (12) 16 D 1 WEDGE -ANCHOR BOLT 6" EMBED S7 SIMPSON rU24 WOOD 950 - - (2)10 D X 1.5" (4) 16 DS S8 SIMPSON MBHA3.56/9 CONCRETE 2715 - - (18) 10 DS 2) 3/4" WEDGE ANCHOR W/MIN. S9 SIMPSON CCQ44SDS2.5 WOOD 5680 - _ (14) SDS Y4X2.5" (16) SDS Y4X2.5" S10 SIMPSON CCLQ-SDS2. LEFT OR RIG ONCRET T 3795 - - (14) SDS YaX2.5" (16) SDS YaX2.5" S11 SIMPSON HGT-2 CONCRETE 10980 - - (16)10d (2) ANCHOR BOLT W/ 10" EMBEDMENT S12 SIMPSON HGT-3 CONCRETE. 10530 - - (10)16d (2) ANCHOR BOLT W/ 10" EMBEDMENT S13 SIMPSON SIMPSON HUS210 HUS 1 -3 WOOD WOOD 3000 3000 - - - - (8) 16DS (30) 16 DS 18 16 DS S14 SIMPSON DETAL 20 CONCRETE 2480 2000 1505 (18) 10 DS X EMBEDDED S15 SIMPSON LGUM210- CONCRETE 3575 - - (8) .25" X 2.5" (8) TITENS 3/8 S16 S16A SIMPSON SIMPSON HUS28 HUS28-2 MAX CONCRETE CONCRETE 3500 575 1150 - - - - 410d �6310d (10) .25" X 1-3/4" TITENS 2 S17 SIMPSON HU26-2 CONCRETE. 1135 - - (6)10d (12)j" X 1-3/4" TITEN 2 S18 SIMPSON HU26-2 WOOD 980 - - (6)10d (12) 16 DS S19 SIMPSON DETAL 20 CONCRET 2480 2000 1505 (18) 10 DS X EMBEDDED 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) LUMBER TO BE MIN. NO. 2 KILN DRIED OR BETTER F ABUNCED 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 VAN CED —DESIGN — B U I LD I N G. C OM THESE DRAWINGS AND SPECIFICATIONS ARE - INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dbo ADVANCED DESIGN k BUILDING. THEY ARE NOT 'f0 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 SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNE JONES SEAL: DATE: CLIENT: ADDRESS: rlt: 'CP3e Qi ERjNARD a -A "ROO15193 ��S��FD ARCN��GC ROOF FRAMING REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT /j: SCALE: j INCH v GENERAL CONSTRUCTION NOTES: 1. All construction shall conform to the Florida building code, and all 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. 7. General contractor shall submit approved shop drawings, Engineering data, product approvals and any other required information to the Building Department for all new materials they may require this information for review and approval prior to commencement of construction. B. Written Dimensions take precedence over scaled drawings. These 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. PROJECT INFORMATION JURISDICTION-- ST LUCIE COUNTY FLORIDA OCCUPANCY CLASS. : RESIDENTIAL R-3 UNITS: FLOORS: 1 TYPE OF CONSTRUCTION: VB RISK CATEGORY: II FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION, 2017 FLORIDA BUILDING CODE EXISTING , ASCE 7-10 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 8.5 FT IMPORTANCE FACTOR: 1.0 BASIC WIND VELOCITY: 175 MPH ROOF MATERIAL: ROLLED ROOFING PER PRODUCT APPROVAL AT LIMITS OF CARPORT CONSTRUCTION. SHINGLE ROOFING AT EXISTING HOUSE ROOF DEAD LOAD: 25 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD 25 PSF FLOOR LIVE LOAD 40 PSF SOIL BEARING CAPACITY: 2500 PSF ASSUMED REVIEWED FOR SHEAR WALL REQUIREMENTS IMPACT PROTECTION: N/A INTERNAL COEFFIECIENT: 0.18 DESIGN PRESSURES FOR OPENINGS (IN PSFZ: SEE WIND LOAD DATA THIS SHEET INSULATION: FLOORS: N/A WALLS CBS: N/A WALLS WOOD: N/A ROOF: N/A YES ROOF NAILING PATTERN: 8 D R.S. NAILS AT 4" EDGE AND FIELD ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD WIND DESIGN DATA ULTIMATE WIND SPEED: 170 MPH NOMINAL (BASIC) WIND SPEED: 132 MPH RISK CATAGORY: II WIND EXPOSURE: D ENCLOSURE CLASSIFICATION: ENCLOSED INTERNAL PRESSURE COEFFICIENT: 0.18+/_ COMPONENTS AND CLADDING: ROOFING ZONE 1: +23.3 PSF MAX., —37.0 PSF MIN. ROOFING ZONE 2: +23.3 PSF MAX., —64.4 PSF MIN. ROOFING ZONE 3: +23.3 PSF MAX., —95.2 PSF MIN. ROOFING AT ZONE 2 OVERHANGS: —75.1 PSF MIN. ROOFING AT ZONE 3 OVERHANGS: —126.4 PSF MIN. STUCCO, CLADDING, DOORS AND WINDOWS: ZONE 4: +57,1 PSF MAX., —56.1 PSF MIN ZONE 5: +57.1 PSF MAX., —63.1 PSF MIN END ZONE WIDTH: 3 FT O/H GARAGE DOORS: +39.2 —49.4 THE NOMINAL 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 (INCLUDING EXISTING TO BE COVERED BY PANELS PER PRODUCT APPROVAL) THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2017 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 0/�� 2 3 ��\( 1@ @1 //2 15 �J V/ O I 3 3 O I ® I I IO5 05 I I I ADUNCED 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 , h INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ CN)a ADVANCED DESIGN k BUINING. 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 SPECFCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES SEAL: ' O �g6RNAR0✓O �� ti 4"007,5IQ3 P DATE: is "'VV �, A FO aor_H\T CLIENT: ADDRESS: O DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT It. SCALE: } INCH D—Go-nitactor copy 16' 1 ST FLOOR PLAN SCALE: 1/4 INCH 1. INSTALLATION OF NEW DETACHED SIDE PORCH PER PLAN. 2. NO MECHANICAL PROPOSED 3. NO ELECTRICAL PROPOSED 4. NO PLUMBING PROPOSED FOOT PORCH = 546 SO. FT FOUNDTION PLAN SCALE: 1/4 INCH ay 4, ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 551-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 2 WWW. AD VANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Cbu ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF TH15 PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPEGFlCATIONS ARE 10 BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. CLIENT: ADDRESS: 3318 ORANGE AVE. FORT PIERCE, FLORIDA FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: 2J,047 PROJECT #: REVIEWED FOR SCALE: } INCH ;;ODE COMPLIANCE ST. LUCIE COUNTY - DOCC C BYEVA 1 St. Lucie Count BVJ FILE COPY EXISZTNG HOUSE EXISTING HOME MAY 5 EAST ELEVATION ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 ��. W W W. A D VAN C E D-DESIGN - B U I LD I N G. CO M THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERENE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT Y ME INC./ tlBE ADVANCED DESIGN R PROJECT THEY ARE NOT TO BE USED ON ANY CENER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT CROUP. NO DESIGN CHANGES WHICHECFIC ALTER THE INTENT OF THESE DRAWINGS OBTAINING OR SPRITDEN IONS ARE TOO MADE WITHWT OBTAILL WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. Af 2( CLIENT: I" EXTERIOR GRADE PLYWOOD SLOPE WITH 2.5" R.S. BD NAILS AT 4"O.0 EDGE AND FIELD. -2 X 6 BEAM PER FOOT _ _ ROLLED ROOFING PRODUCT PER PRODUCT APPROVAL 2 X 6 @16" ROOF RAFTERS PER PLAIN 2 X 6 FASCIA 2 X 4 ONNECTORS PER SCHEDULE ADDRESS: 2-2 X 6 BEAM DIAGONAL BRACING CONNECTOR PER PLAN PER SCHEDULE 2 X 4 DIAGONAL BRACING PER PLAN 4 X 4 PT. POST 4 X 4 PT. POST CONNECTOR PER SCHEDULE ON CONNECTOR PER SCHEDULE ON SLAB OR EMBEDED 4 X 4 INTO SLAB OR EMBEDED 4 X 4 INTO EXTERIOR ONCRETE FOOTING CONCRETE FOOTING II I ►III ELEVATIONS III�2 SECTION u If REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f SCALE: 3/8 INCH A-2 F IE a 30"2X4. DIAGONAL BRACING WI' (3) 16 D NAILS EACH CONNECTION AT 4 CORNE 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION BOTH SIDES OF COL. 30"2X4 DIAGONAL BRACING WITH (3) NAILS (3) 16 D NAILS EACH CONNECTION AT 4 CORNERS 16'-21" TYPICAL 30"2X4 DIArQNIAI BRACING WITI 2) 2 X (3) 16 D ll IIAIL3-t"ftt"F1--^ CONNECTION 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION AT ALL CORNERS 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION "EXTERIOR GRADE ROOF PLYWOOD DECK WITH 8 D 30" 2 X 4 SHANK NAILS AT 4" O.0 BRACING WITH AND ROLLED ROOFING PER PRODUCT APPROVAL CONNECTION SAP 1 III(2) 2 X 6 (2' REAM (2)2X6 (S1 g J BASE (1AL CAEl Si2 STRAPS(TYPICAL) 2 X YS22 L AT SAP __- 2 STRAPS(TYPICAL) TYPICAL) EXISITNG HOUSE (2) 2 X 5 BEAM NOT ATTACHED TO HOUSE 30"2X4 DIAGONAL BRACING WITH (3) 16 D NAILS EACH CONNECTION AT 4 CORNERS YS2"Lf SAP .i 2 STRAPS(TYPICAL) ROOF FRAMING PLAN SCALE: 1/4 INCH TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR UPLIFT CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO TRUSS FASTENERS TO STRUCTURE S1 SIMPSON H10A WOOD 1140 590 525 (9) 10 D X 1.5 (9) 10 D X 1.5 S2 SIMPSON MTS16 OR WOOD 775 - - (6) 10 D X 1.5 (6) 10 D X 1.5 S3 SIMPSON HETA 16 CONCRETE 1810 335 710 (10) 1ODS X 1.5 EMBEDDED S4 SIMPSON ABU44Z CONCRETE 2200 - - 8-16DS (1) W" J-BOLT W/ 4" EMBEDMEN S5 SIMPSON (1)ABV/(1)BELO WOOD 4564 - - 10-SDS Y4"X2.5" 10-SDS Y4"X2.5" 5 /8" THREADED ROD S6 SIMPSON ABU44Z CONCRETE 2200 - - (12) 16 D 1 WEDGE -ANCHOR BOLT 6" EMBED S7 SIMPSON U24 WOOD 950 - - (2)10 D X 1.5" (4) 16 DS S8 SIMPSON MBHA3.56/9 CONCRETE 2715 - - (18) 10 DS 2) 3/4" WEDGE ANCHOR W/MIN. " FMgFn S9 SIMPSON CCQ44SDS2.5 WOOD 5680 - - (14) SDS Y4X2.5" (16) SDS Y4X2.5" S10 SIMPSON CCLQ-SDS2.5 LEFT OR RIGHT) CPNCRET 3795 - - 14 SDS Y4X2.5" ( ) (16) SDS Y4X2.5 " S11 SIMPSON HGT-2 CONCRETE 10980 - - (16)10d (2) ANCHOR BOLT W/ 10" EMBEDMENT S12 SIMPSON HGT-3 CONCRETE 10530 - - (10)16d (2) % ANCHOR BOLT W/ 10" EMBEDMENT S13 SIMPSON SIMPSON HUS210 HUS210-3 WOOD 3000 3000 - - - - (8) 16DS (30) 16 DS 18 16 DS S14 SIMPSON DETAIL 20 CONCRETE2480 2000 1505 (18) 10 DS X 1 l'; EMBEDDED S15 SIMPSON LGUM210- CONCRETE 3575 - - (8) .25" X 2.5" (8) 11 TITENS 3/8 S16 S16A SIMPSON SIMPSON HUS28 HUS28-2 MAX CURCI= CONCRETE 3500 5 55 1150 - - - - 4 1Od �6310d - (10) .25" X 1-3/4" TITENS 2 S17 SIMPSON HU26-2 CONCRETE 1135 - - (6)1Od (12)j" X 1-3/4" TITEN 2 S18 SIMPSON HU26-2 WOOD 980 - - 1 (6)1Od (12) 16 DS SIMPSON DETAIL 20 CONCRET 2480 2000 __rS19 1505 (18) 10 DS X EMBEDDED f 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) LUMBER TO BE MIN. NO. 2 KILN DRIED OR BETTER ABUNCED 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 12 NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM THESE DRAVANGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERENE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dBE ADVANCED DESIGN R BUILDING, THEY ARE NOT TO BE USED ON ANY OTHER Y WRITTEN OR AGREEMENTS OF THIS HILL OJECT EXCEPT BY NRDEVE AGREEMENTS P. ROUND HILL DEVELOPMENT GAWP. NO DESIGN CHANGES SPECIFICATIONS ALTER THE INTENT OF THESE O T OBTAINING OR S RITTEN PER ARE F O MADE NI7HWT OBTAINING EVDTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ROOF FRAMING REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-1 0 Y GENERAL CONSTRUCTION NOTES: 1. All construction shall conform to the Florida building code, and all 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. 7. General contractor shall submit approved shop drawings, Engineering data, product approvals and any other required information to the Building Department for all new materials they may require this information for review and approval prior to commencement of construction. 8. Written Dimensions take precedence over scaled drawings. These 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. PROJECT INFORMATION JURISDICTION-- ST LUCIE COUNTY FLORIDA OCCUPANCY CLASS. : RESIDENTIAL R-3 UNITS: FLOORS: 1 TYPE OF CONSTRUCTION.• VB RISK CATEGORY: II FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION, 2017 FLORIDA BUILDING CODE EXISTING , ASCE 7-10 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 8.5 FT IMPORTANCE FACTOR: 1.0 BASIC WIND VELOCITY: 175 MPH ROOF MATERIAL: ROLLED ROOFING PER PRODUCT APPROVAL AT LIMITS OF CARPORT CONSTRUCTION. SHINGLE ROOFING AT EXISTING HOUSE ROOF DEAD LOAD: 25 PSF HOOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD 25 PSF FLOOR LIVE LOAD 40 PSF SOIL BEARING CAPACITY: 2500 PSF ASSUMED REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: N/A INTERNAL COEFFIECIENT: 0.18 DESIGN PRESSURES FOR OPENINGS (IN PSF SEE WIND LOAD DATA THIS SHEET INSULATION: FLOORS: N/A WALLS CBS: N/A WALLS WOOD: N/A ROOF: N/A ROOF NAILING PATTERN: 8 D R.S. NAILS AT 4" EDGE AND FIELD ROOF SHEATHING: 5/8" EXTERIOR GRADE PLYWOOD WIND DESIGN DATA ULTIMATE WIND SPEED: 170 MPH NOMINAL(BASIC) WIND SPEED: 132 MPH RISK CATAGORY: II WIND EXPOSURE: D ENCLOSURE CLASSIFICATION: ENCLOSED INTERNAL PRESSURE COEFFICIENT: 0.18+/_ COMPONENTS AND CLADDING: ROOFING ZONE 1: +23.3 PSF MAX., —37.0 PSF MIN. ROOFING ZONE 2: +23.3 PSF MAX., —64.4 PSF MIN. ROOFING ZONE 3: +23.3 PSF MAX., —95.2 PSF MIN. ROOFING AT ZONE 2 OVERHANGS: —75.1 PSF MIN. ROOFING AT ZONE 3 OVERHANGS: —126.4 PSF MIN. STUCCO, CLADDING, DOORS AND WINDOWS: ZONE 4: +57,1 PSF MAX., —56.1 PSF MIN ZONE 5: +57.1 PSF MAX., —63.1 PSF MIN END ZONE WIDTH: 3 FT O/H GARAGE DOORS: +39.2 —49.4 THE NOMINAL 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 (INCLUDING EXISTING TO BE COVERED BY PANELS PER PRODUCT APPROVAL) THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2017 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 (/ (D /x 0 3 �\\O 1� //Q 15 3 0 O I O5 f� I I 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 W W W. A D VA N C E D-DESIGN - B U I LD I N G. C OM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERHCE AND ARE THE PROPERTY OF ROUND HILL DEVFLOPMENT GROUP, INC./ &n 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 ORAWINGS OR SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: 13EFNA}f((jy' OF F_LOR/o ! TONES e�.' 'I CLIENT: ADDRESS: \mil V ARC C�PRO JON`as SEAL_' • AR®p15193 ,-� .�V DATE: G�S�REI) DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT it. SCALE: i INCH 1 FILF OFF.