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HomeMy WebLinkAboutBUILDING SITE PLANSr1LG t.vr E 12019 ADVANCED FEB 21 2019 ST. Lucie County, Permitting 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 9 ��,�IFN�� �ii�Li� �Ip�11a )N N WWW.ADVANCED—DESIGN—BUILDING.COM R@VIWep pqR Ct7MPLl.A �`� THESE DRAWINGS AND SPECIFICATIONS ARE R�u1,^I�py krY _ __{ _ INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF -7233 MARSH TERRACE VY ROUND HILL DEVELOPMENT GROUP. INC./ dba ADVANCED DATt DESIGN a BUILDING THEY ARE NOT TO BE USED ON PLAN5 AND PF I1Mx f MU! EWI MADE AN%CEP BY NRTEN AGREEMENTS NTH ROUND MY OTHER PROJECTS OR EXTENSIONS OF THIS OLLCi SITE OR NO INSPECTIONO DEVELOPMENT GROUP. NO DESIGN CHANCES WHICH ALTER THE INTENT POR S T,, _UC E OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ALI.MANUFACTURES LA9LE5 SHOWING U FACTORS AND SHGC COMPLIANCE WITH F130 ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS ARCHITECT: BERNARD UNTIL INSPECTIONS ARE APPROVED JONES, ARCHITECT SHEET NDEX THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT SEAL: MAY S! MECESSARY IN ONDER TO COMPLY WITH ALL APPLICABLE CODES. u DATE: CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, CLIENT: MARSH LANDING HOUSE CS-1 COVER SHEET S1 FOUNDATION PLAN + SCHEDU-L-': Al -_-FLOOR PLANS S2 _REAM/COLUMN - ADDRESS: A2 ELEVATIONS (FRONT IV+ REAR) S3 GOOF FRAMING PLAN >. 7233 MARSH A3 ELEVATIONS (LEFT + RIGHT) D1 "+ DETAILS TERRACE, PORT D2`, AILS ST. LUCIE M1 MECHANICAL PLAN D h u E1 ELECTRICAL PLAN P1 PLUMBING RISERS �� COVER SHEET PROJECT INFORMATION ROOF DEAD LOAD: 30 PSF JURISDICTION-- ST LUCIE COUNTY, FLORIDA ROOF LIVE LOAD: 25 PSF CLASS.: RESIDENTIAL R-3 ROOF LIVE LOAD 30 PSF GENERAL CONSTRUCTIONNOTES: OTES: REVISIONS: 1. All construction shall conform to the Florida building code, and all other applicable governing codes and regulations. ^ TYPE OF CONSTRUCTION -- I — NEW I 0 40 F +` 2, Contractor shall verify all dimensions and conditions in the field prior �v CONSTRUCTION to the bidding of the project. Any discrepanalge which may alter the _ SOIL BEARING CAPACITY: 2500 PSF ASSUM intent of the architectural or engineering docofnents are to be brought L1C16 ,0 FIRE SPRINKLER SYSTEM --NOT REQUIRED to the immediate attention of the architect In writing, for approval or SOIL COMPACTION DENSITY: PERCENT COMPACTIO modification. FIRE ALARM --NOT REQUIRED MIN. 96.0 PERC T 3. All wank shall be performed in strict accordange with the beat practices of the construction trades in a professional gnd workmanlike manner. BUILDING CODE: 2017 FLORIDA BUILDING CODE D SHEA YES Any work not conforming with these standai may be rejected by the 6TH EDITIOIN, NEC 2014, ASCE 7-10 architect and redone by the contractor at ng additional expense to It IMPACT PROTECTION: IMPACT GLASS the owner. Ll EXPOSURE: B 4. All materials and labor to have a one year Wgrranty form date of INTERNAL COEFFIECIENT: 0.18 completion. iiiim BUILDING DESIGNED AS ENCLOSED 5. All wood members in direct contact with cor6Fete and masonry DESIGN PRESSURES FOR OPENINGS (IN PSF): shall be treated with approved preservative..24.5 MEAN ROOF HEIGHT:FT : WITHIN 3FT FROM CORNERSSEE ELEVATIONS 6. General contractor shall submit to the Architect shop drawings for DRAWN BY: JMG IMPORTANCE FACTOR: GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. review and approval of all specialty items such as cabinetry prior to fabrication. CHECKED BY: B VJ DESIGN WIN V 170 MPH ULTIMATE, 3 GARAGE DOOR: SEE ELEVATIONS 7. General contractor shall submit approved shop drawings, SECOND GUSTS Engineering data, product approvals and any other required PROJECT #: INSULATION: FLOORS: R-13 BATT information to the Building Department for all new materials they ROOF MATERIAL: CONIC WALLS CBS: R-4.1 FOIL may require this information for review and approval prior to SCALE: } INCH WALLS WOOD: N/A commencement of construction. ROOF: R30 MIN 8. Written Dimensions take precedence over scaled drawings. These ROOF NAILING PATTERN: 8 D RING SHANK NAILS AT drawings are not to be scaled for precise or critical dimensioning. 4" EDGE AND FIELD 9. Contractor to use approved survey vs. site pion for precise layout ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD of building and other site improvements. ADVANCED DESIGN a 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 723 305-454-8000 WWW. ADVANCED—DESIGN—BUILDING.COM 3 M A R S H TERRACE9 THESE DRAWINGS AND SPECIFICAnONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dbn ADVANCED DESIGN e: 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 LUC EOF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. O ARCHITECT: BERNARD JONES ARCHITECT SEAL• t i C"0 DATE: C� SHEET NDEX CLIENT: MARSH LANDING HOUSE CS-1 COVER SHEET ST -FOUNDATION PLAN + SCHEDULE Al FLOOR PLANS S12 SEAM/COLUMN A2 _ELEVATIONS (FRONT + REAR) S3; GOOF FRAMING PLAN ADDRESS: 7233 MARSH A3 ELEVATIONS (LEFT + RIGHT) Q1 DETAILS TERRACE, PORT M1 MECHANICAL PLAN °I D2 _C' LS ST. LUCIE E1 ELECTRICAL PLAN P1 N PLUMBING RISERS COVER SHEET PROJECT INFORMATION ROOF DEAD LOAD: 30 PSF JURISDICTION-- ST LUCIE COUNTY, FLORIDA ROOF LIVE LOAD: 25 PSF CLASS : RESIDENTIAL R-3 ROOF LIVE LOAD 30 PSF GENERAL CONSTRUCTION NOTES: REVISIONS: 1. All construction shall conform to the Florida building code, and all • other applicable governing codes and regulations. TYPE OF CONSTRUCTION -- I — NEW FLOOR LIVE LOAD 40 PSF 2, Contractor shall verify all dimensions and conditions In the field prior CONSTRUCTION to the bidding of the project Any discrepancies whloh may alter the SOIL BEARING CAPACITY: 2000 PSF ASSUMED intent of the architectural or engineering documents ore to be brought FIRE SPRINKLER SYSTEM --NOT REQUIRED to the immediate attention of the architect in writing, for approval or REVIEWED FOR SHEAR WALL REQUIREMENTS : YES modification. FIRE ALARM --NOT REQUIRED 3. All work shall be performed in strict accordance with the best practices IMPACT PROTECTION: IMPACT GLASS of the construction trades in a professional and workmanlike manner. BUILDING CODE: 2017 FLORIDA BUILDING CODE Any work not conforming with these standards may be rejected by the 6TH EDITIOIN, NEC 2014, ASCE 7-10 INTERNAL COEFFIECIENT: 0.18 architect and redone by the contractor at no additional expense to - the owner. EXPOSURE: B DESIGN PRESSURES FOR OPENINGS (IN PSF 4. All materials and labor to have a one year warranty form date of completion. BUILDING DESIGNED AS ENCLOSED WITHIN 3FT FROM CORNERS: SEE ELEVATIONS 5. All wood members in direct contact with concrete and masonry GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. shall be treated with approved preservative. MEAN ROOF HEIGHT: 24.5 FT GARAGE DOOR: SEE ELEVATIONS 6. General contractor shall submit to the Architect shop drawings for DRAWN BY: JMG IMPORTANCE FACTOR: 1.0 review and approval of all specialty items such as cobinetry prior to INSULATION: FLOORS: R-13 BATT fabrication. ^ 1ECKED BY: BVJ BASIC WIND VELOCITY: 150 MPH, 3 SECOND GUSTS WALLS CBS: R-4.1 FOIL 7. General contractor shall submit approved shop drawings, — WALLS WOOD: N/A Engineering data, product approvals and any other required -, ROJECT ROOF MATERIAL: CONCRETE TILE ROOF: R30 MIN information to the Building Department for all new materials they ROOF NAILING PATTERN: 8 D RING SHANK NAILS AT may require this Information for review and approval prior to SCALE: }INCH commencement of construction. 4" EDGE AND FIELD 8. Written Dimensions take precedence over scaled drawings. These ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD 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. WINDOW AND DOOR SCHEDULE NO. NOMINAL SIZE TYPE REMARKS WIDTH X HT. O1 192"WIDE X 84" HIGH STEEL GARAGE OVERHEAD DOOR IMPACT Q2 72"WIDE X 96" HIGH SLIDING GLASS DOOR IMPACT O3 72" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 96" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 36" WIDE X 96" HIGH SINGLE PANEL IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 IMPACT W CATEGORY II SAFETY SLIDING GLASS O27" 6 WIDE X 64" HIGH DOOR GLASS PER FBC 4 4410.2.3.1.3 O7 54" WIDE X 52" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 27" WIDE X 39" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 Og 36" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 EGRESS 76" WIDE X 64" HIGH ALUM. SINGLE HUNG. IMPACT W CATEGORY II SAFETY 10 GLASS PER FBC 4 4410.2.3.1.3 p 76" WIDE X 36" HIGH ALUM. CIRCLE HEAD EGRESS 11 96" WIDE X 52" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 32" WIDE X 80" HIGH WOOD DOOR SOLID WOOD OR METAL 20 MIN. (2) 28" WIDE X 96" HIGH WOOD DOOR 14 24" WIDE X 96" HIGH WOOD DOOR 15 48" WIDE X 80" HIGH WOOD BI-FOLD 16 24" WIDE X 96" HIGH WOOD DOOR 32" WIDE X 80" HIGH WOOD DOOR 18 36" WIDE X 38" HIGH ALUM. SINGLE HUNG. IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 1g 60" WIDE X 80" HIGH WOOD BI-FOLD ® 32" WIDE X 96" HIGH WOOD DOOR SOLID CORE WOOD OR CONTRACTOR TO VERFY ROUGH OPENING DDENSIONS FOR DOORS AND WNW ORDERED PRIOR TO CONSTRUCTION ALL DOORS AND W AX= 70 BE LOW E GLASS AND IMPACT FLOOR PLAN SCALE: 1/4 INCH I mi 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.ADVANCED-DESIGN-BUI LDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN k BUIUING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY NRITIEN AGREEMENTS WTH 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 HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT Z13UP; DATE: CLIENT: MARSH LANDING CUSTOM HOME ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE IST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH A - I WINDOW AND DOOR SCHEDULE NO. IZE TYPE REMARKS WIDTH X HT. O1 192"WIDE X 84" HIGH STEEL GARAGE OVERHEAD DOOR IMPACT O2 72"WIDE X 96" HIGH SLIDING GLASS DOOR IMPACT O3 72" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 96" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 IMPACT W CATEGORY II SAFETY 36" WIDE X 96" HIGH SINGLE PANEL GLASS PER FBC 4 4410.2.3.1.3 SLIDING GLASS IMPACT W CATEGORY II SAFETY 0 6 27" WIDE X 64" HIGH DOOR GLASS PER FBC 4 4410.2.3.1.3 IMPACT W CATEGORY II SAFETY O7 54" WIDE X 52" HIGH ALUM. SINGLE HUNG GLASS PER FBC 4 4410.2.3.1.3 ® 27" WIDE X 39" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 Og 36" WIDE X 63" HIGH IMPACT W CATEGORY II SAFETY ALUM. SINGLE HUNG GLASS PER FBC 4 4410.2.3.1.3 EGRESS 76" WIDE X 64" HIGH ALUM. SINGLE HUNG. IMPACT W CATEGORY II SAFETY 10 GLASS PER FBC 4 4410.2.3.1.3 0 76" WIDE X 36" HIGH ALUM. CIRCLE HEAD EGRESS 11 96" WIDE X 52" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 32" WIDE X 80" HIGH WOOD DOOR SOLID WOOD OR METAL 20 MIN. Q (2) 28" WIDE X 96" HIGH WOOD DOOR 14 24" WIDE X 96" HIGH WOOD DOOR 15 48" WIDE X 80" HIGH WOOD BI-FOLD 16 24" WIDE X 96" HIGH WOOD DOOR 0 32" WIDE X 80" HIGH WOOD DOOR 18 36" WIDE X 38" HIGH ALUM. SINGLE HUNG. IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 1 g 60" WIDE X 80" HIGH WOOD BI-FOLD ® 32" WIDE X 96" HIGH WOOD DOOR SOLID CORE WOOD OR CQN7RACIOR TO VERIFY ROUGH OPEWMIG DNE7NSIONS FOR DOORS AND WINDOM ORDERED PRIOR TO CONSTRUCTION ALL DOORS AND WINDOWS TO BE LOW E GLASS AND IMPACT FLOOR PLAN SCALE: 1/4 INCH SQUARE FOOTAGES A/C = 2055 SQ. FT GARAGE/NON-A/C= 426 SQ. FT. PORCHES = 419 SQ. FT TOTAL SO. FOOTAGE = 2900 SQ. FEET 2 n d I 0 M 0 I 00 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.AD VAN CED-DESIGN-BUI LDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eb" ADVANCED DESIGN 6 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 TD BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL mI ng CLIENT: MARSH LANDING CUSTOM HOME ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE 1ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH A-1 FLAT, GRAY CEMENT TILE ROOF 12 12 12 12 6 � 6 g 6 ENTRANCE HEIGHT 12-------i---------- 140 - - - -.......... - - - - ............. - - - - - - - - - - - - - - u - - - B /� TOP OF BEAM FRONT ELEVATION SCALE: 1/4 INCH 12 6 COLUMNS REAR ELEVATION SCALE: 1/4 INCH 12 12 6 6 12 6 REAR CEILING HEIGHT TOP OF BEAM 8'-0' TOP OF BEAM FINISH FLOOR —0,—Ro - - - FINISH GRADE ANCE COLUMN �CEII ING HEIGHT TOP OF BEAM m /-FINISH FLOOR -0'-8 P FINISH GRADE 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 WW W. AD VAN CED-DESIGN-BUI LD I N G. COM THESE DRAWINGS AND SPECIFICA71ONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INCJ dbo ADVANCED DESIGN @ BUILDING THEY ARE NOT 1'0 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 ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE EXTER OR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH A-2 FLAT, GRAY CEMENT TILE ROOF 6 '�� '� -6 12 FRONT ELEVATION SCALE: 1/4 INCH REAR ELEVATION SCALE; 1/41NCH 12 �6 - - - - - - - - ENTRANCE HEIGHT --------= 14-0 - - - - - - - - - - - - - - - - - b TOP OF BEAM 12 12 6- --------------- 7- � �6 CEILING HEIGHT TOP OF BEAM Br-0" TOP OF BEAM FINISH FLOOR TRANCE COLUMN 1J1-Am--_- FINISH GRADE CEILING HEIGHT 14 70'-0" TOP OF BEAM FINISH FLOOR FINISH GRADE 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. AD VAN CED—DESIGN—BU I LD I NG. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN G BUILDING. THEY ARE NOT 13E 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 ARCHITECT ry SEAL' DATE: b� CLIENT: MARSH LANDING HOUSE N - ADDRESS 7233 MARSH TERRACE, PORT ST. LUCIE EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH ENTRANCE HEIGHT CEILING HEIGHT FINISH FLOOR LEFT ELEVATION - SCALE: 1/4 INCH 12 6� ENTRANCE HEIGHT - - - - - - - - - - - - ----- 12 6 CEILING HEIGHT FINISH FLOOR 112 6� 126 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - I STUCCO STLICCO� F1 F1 TIE BEAM COPEN-\ 10'-0" TOP OF BEAM HANG (TYP) FINISH GRADE ARCHITECTS -F- 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 305-454-6000 WWW. AD VAN CED-DESIGN-BU ILDI NG. COM 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 '10 BE USED ON ANY OTHER PROXCTS 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 WRHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHIARCF TECT d_ SEAL- C--- 'r. DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE EXTERIOR ELEVATIONS REVISIONS: RIGHT ELEVATION DRAWN BY: JMG SCALE: 1/4INCH VI CHECKED BY: BVJ PROJECT #: SCALE: } INCH ill A � AIR CONDITIONING SYSTEM SCHEDULE UNIT. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS NO. MODEL CFM AMPS V/1Q COOLING MODEL LINE SZ S L S6ER VOLTS F.L.AMPS COOLING MSTU'S TOTAL KW I V LRA RLA TOTALISENSIBLE 1 RUDD RH1T48 21HTANJA 1450 4.3 230/ 1-60 48000 10. 230/ 1-60 RA1' WJINB 7/83/8 16 230/1/60 117 21.8 48000 35900 4 TON 81 DIA ! vlmll 125 CFM i 125 CFM DIA 6 X e 75 CFM I 125 CFM "s.6 TYPI SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR—M1601.4.1.6 AND PROPERLY SEAL air handler 6"CLEARANCE ALL AROUND UNIT VPICAL " PLY. DE K BOTTOM MOUNTING AIR HANDLING UNIT BRACKET W/ (1)NO. 10 CONDENSATE DRAIN PAN SCREW AT 12"OC 6"END (2) 16 DS EACH END AIR HANDLING UNIT /FLOAT SWITCH IN SECONDARY CONDENSATE DRAIN PAN LINE TO DISABLE AHU D SECONDARY DRAINLINE 16" DIA 8" DIA ULATE WATER. (NOT REQUIRED r — TYP CAS— --- -- — ��pl�\ ONDARY DRAIN PAN IS USED) IMICROI ' �_ --_ _-- L SEE CONDENSATE TRAP DETAIL FOR FLOA 12" EXTENSION PIPE WITH L _ ( -- SWITCH OR AUXILARY DRAIN PAN PER THREADED CAP AT END FMC SEC. 307.2.3 8" IA VENT CLEANOUT WITH 20" DIA YPIC s SLIP —FIT NOT 6 D( D SCHARGE OF CONDENSATE PER SECTION �° i 8 35C B 3 7 OF THE FMC AND SECTION 1503.7 OF SCREW) CAP 0 x 10 8 DIA 20 CFM FLORIDA B CODE WITH DRILLED HOLE r —1 TYPI AL TERMINATE VENT ow 1 j25 CFM `------------ CLEAN OUT 5 8 MOISTURE RESISTANT (GREEN BOARD) AT LEAST 1" ABOVE L — -1 I _. DRYWALL ALL SIDES OF RETURN AIR DUCT FLOAT SWITHC I I I RETURN AIR TRIPPING HEIGHT IN SECONDARY DRAIN 2' PAN. 4 6 10 X 10 " \ 30 x 6 CFM 60 ------------- vnt CFM VTR PREMANUFACTURED TRAP AT LEAS ~ 3" DEEP WITH CLEANOUT IS ACCEPTABLE r 1 55 CFM D DIA 6 DETAIL AT CONDENSATE TRAP G AHU STAND DETAIL I I 0 x 75 CFM ° A wH 8„ s YPIOAL � 0 8' DIA 1 75 CFM TYP AL 110 i E--= :rw�l 10 % 10 X ix 110 L L_____�'__J 125 CFM CFM 10 x 10 MECHANICAL PLAN SCALE: 1/4 INCH EXTERIOR A/C UNIT 4 INCH SLAB (MIN) TIE —DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS ® ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB 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 SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Ebo 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 SPECRCATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT "C14 SEAL Q DATE: fir' CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH EXISTING LEGEND WALL MOUNT FIRE SUPPRESSION O° AT KITCHEN HOOD ILING DAVIT LAMP(HEA PENDANT ° SWITCH LETTER ANEW EXISTING ADDED FIRE HEAD VILER SPRINKLER HEAD HEAD O RECESSED O ® MAKE UP AIR LIGHT CEILING RETURN AIR GRILLE SURFACE MOUNT 1 X 4 FLUORESCENT SUPPLY 6_14• REGISTER II II 2 X 4 CEILING FAN FLUORESCENT EXIT SIGN/EMERGENCY UGHT COMBO \ EXHAUST FAN SIB SNITCH 3 I WAY SNITCH PANEL (� EMERGENCY LIGHTING A-10-�, CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE P❑ FIRE ALARM PULL STATION 12OV-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION CD COMBINATION /VISIBLE STROBE GROUND TYPE DUPLEX GROUND owpWEATHERPROOF TYPE CD-CANDELA CDmCANDELA 80"-96" AFF RATING SETTING GROUND TYPE SINGLE RECEPTACLE 12INGLE MP +18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE GROUND - 20 AMP 3 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 120V SPECIAL PURPOSE OUTLET GROUND TYPE DUPLEX 120V-20AMP MOUNT ABOVE �30A (SUFFIX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED OC 220V a COMMUNICATIONS OUTLET 0A 3 WIRE�10 OR 4 WIRE L PURPOSE OUTLET SPECIAL f (SUFFIX INDICATES AMPS) J 5 SECURITY JUNCTION BOX SATELLITE TV OUTLET SRA ANTENNA El CONDUIT PAD SECURITY KEY PAD THRU WALL SMOKE DETECTOR 0 (PHOTOELECTRIC) WIRELESS , TELEPHONE WAP ACCESS OUTLET POINT CM CARBON MONOCIDE EMERGENCY CALL/PUSH BUTTON PUBLIC ADDRESS/INTERCOM O SPEAKER (CEILING MOUNT) ° � SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) O PUBLIC ADDRESSANTERCOM a SPEAKER (WALL MOUNT) DM D —SUFFIX ° \ SUFFIX INDICATES INDICATES INPUT+OUT CAM SECURITY CAMERA SECURITY MOTION SENSOR Lij THERMOSTAT POINT OF SERVICE POS 108 10 BASE T WIRING �S SPEAKER WIRE POINT AT CEILING SONT OR VOLUMN VC ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS MAIN BUS RATING: 200 AMPS LOCATION: LIVING VOLTAGE: 120/240, 1-PH, PANEL A MOUNTING: FLUSH 3-WIRE 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 6 8 DRYER 5000 2 60 7 40 2 Dk 8 ACU #1 9 10 11 12 50 2 12,000 6 RANGE 13 LIVING ROOM LIGHTING 12 1,500 1 20 15 LIVING ROOM POWER 12 1,500 1 20 60 2 5000 6 HWH 17 r24 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 26 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR #1 27 28 BATH LIGHTS 12 2,000 1 20 20 1 1,500 12 MICROWAVE 29 30 BEDROOM POWER 12 1500 1 20 15 1 419 12 FOYER/ENTRY 31 32 SPARE 15 1 1000 12 EXTERIOR GFI 34 SPARE 36 ;37 38 40 42 SUBTOTAL 31519 TOTAL LOAD(WATTS)= 58519 WATTS 28000 SUBTOTAL DEMAND LOAD CALCULATIONS 58519 TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW 0100% : 10,000 REMAINDER 0 40% : 19407 A/C 10 KW 0100% 10,000 T 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 O ELECTRIC METER 200 AMP SERVICE PANEL A M.C.B. 200 AMP 3 #2/0 IN 2": C. #2 CU IN 1.5" CONDUIT GROUNDING ELECTRODE UFER GROUNDING PER NEC 3 POINT GROUND FIELD ATTACHED 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. ADVANCED DESIGN & BUILDING 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.ADVANCED-DESIGN-BUILDI NG. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Uba ADVANCED DESIGN & BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS 'MTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANCES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFlCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT t. SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE ELECTRICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH E - I 2, VIR 1. 1 cn Inca SANITARY RISER DIAGRAM 1ST FLOOR IISSOMETRIC KEY NOTES l SOU% CHIEF WATER AMMER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. kk SANITARY (TYPICAL) ABUNCED 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 TIRE 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 SPECRCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH F-1 FOUNDATION SCHEDULE SIZE REINFORCING REINFORCING MARK REMARKS MARK SIZE REMARKS TOP BOTH WAYS TOP BOTH WAYS DEPTH X "DThBOTTOM X LEGNTH MOTH X DEPTHBOTTOM F-1 16" X 10" F-7 CONTINUOUS MONOLITH (2) I5 CONTINUOUS MONOLITHIC F-2 CONTINUOUS (1) CONTINUOUS MONOLITHIC F-8 MONOLITH F-3 O 12" TI CONTINUOUS (2) /5 F-9 SPREAD ISOLATED F_q 36"X36" X #5 0 6 " O.0 YES F-10 16" OPERIMETER F-5 8" X 12" (1) CONTINUOUS F-6 CONCRETE BLOCK COLUMN SCHEDULE REINFORCING TIES SEE MARK ELEV. SIZE REMARKS (A.F.F.) NUMBER SIZE SIZE SPACING NUMBER NOTES C-1A 16 X 16 12 X 12 4 4 /5 Q5 #3 #3 e" . O.C. 16" COLUMN BLOCK C-1B 6" . O.C. 12" COLUMN BLOCK C-2 6 X 16 4 /5 #3 B" . O.C. CONCRETE - TIE COLUMN C-3 8 X 8 MIN 6 /5 /3 B" . 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 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. A FLORIDA REGISTERED GEOTECHNICAL ENGINEER SHALL PROVIDE A SIGNED AND SEALED CERTIFICATION VERIFYING THE ACTUAL SOIL BEARING VALUES. GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE FOUNDATION PLAN SCALE: 1/4 INCH — — --F-t ------------------------ F—t— .I 26'-0" 4'-4" 9'-8" �} GO o I 4" CONCRETE B 1'-4" I I PO WIT DECK 0 o I 6 AP ARRIER, CLEAN ° F�1 \/i� WELL COMPACTED, TERMITE TREATED SOIL OV • • ■ p ®� I ° .-- ---� i ■ N '—O" 9'-2" _$„ 9'—$„ 2'-6" , F-1 e F-1 I 14) o ■ 1 - - - --------------------J ■ I d- R ■ I I ■ I F-1 I 0 I o I i ■ � I I O ■ M I 01 I 0 N ■ I I I ■ i 0 I I O I I ■ I --Q�+0.0" SEE SURVEY FOR FINISH • FLOOR ELEVATION I o I W o d I 4" THICK CONCRETE SLAB, 3000 PSI I FIBERMESH MIX, MONOTLITHIC WITH • FOOTINGS PER SCHEDULE ON CLEAN TERMITE TREATED SOIL, COMPACTED TO MIN 2500 PSF, 6 MIL VAPOR HARRIER o AND CORNER BARS F-t I 0 I o I I o u N I 010 I I I I i ■ I I I I 00 ■ CD w STEP m 1 I F-s F-g i7 I20, I I "' ■ I I N I I I I i I ■ � I I i ■ I I F-1 I � I mot" I • �j BEARIgG I WALL I I 0 SEE I SHEEDETAT 4" THICK CONCRETE SLAB, 3000 PSI ■ I RMESH MIX, MONOTLITHIC WITH FO TINGS PER SCHEDULE ON CLEAN ■ CONCRETE SLAB I TER ITE TREATED SOIL, COMPACTED TO MIN � I POURED TH PORCH DECK 25 PSF, 6 MIL VAPOR BARRIER n I 6 MIL VAPOR ARRIER, CLEAN I AND ORNER BARS o WELL COM ACTED, TERMITE I ■ i TREATED SOIL O F-1 t I r---- ----=� o ■ I I � I I I F-1 F-1 I • DI I DO DO I I fM _ I I M F-1 O II----------------- -I I • I I ■ 0 ■ 1 ■■■ ■ 0 I I 0 - '4-8" 16'-8„ II F-1 I N I F-1 F-1 I ■ F-1 _I ■ 0 I ■ 0 I I I I I ■ I I • I I d' L— --------J d.. 3'-3" I. 7'-0" 26'-6" ADVANCED DESIGN & 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 WWW. AD VANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DMENT GROUP, INC./ db" ADVANCED DESIGN k BUILDING. THEY ARE NOT TD 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 WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: " DATE: CLIENT: MARSH HOUSE ADDRESS: LANDING 7233 MARSH TERRACE, PORT ST. LUCIE c W e1.. FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-1 W FOUNDATION SCHEDULE SIZE REINFORCING REINFORCING MARK REMARKS MARK SIZE REMARKS BOTTOM TOP WAYS BpTTIM1 TOP WAYS DEPTH X X LEGNTH WDTF MOTH X DEP F-1 16" X 18" F-� CONTINUOUS (2) #5 CONTINUOUS MONOLITH MONOLITHIC F-2 CONTINUOUS (i) CONTINUOUS MONOLITHIC F-8 MONOLITH F-3 O X CO CONTINUOUO US (2) #5 F_g SPREAD F_q 36"X36" X #5 O 6 " O.0 YES ISOLATED F-10 16" OPERIMETER F-5 e" x 12• (1) CONTINUOUS F-6 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-18 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 B" . 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 '-4" -4" l'-4' ■■------------- F-1---------_ — — — — — ••------- F-1— ■■ I r I s 26'-0" 4'-4" 9'-8" F (D 4" CONCRETE SLAB ° 1'-4' 1'} 7 -0 4" a POURED WITH PORCH DECK o o ��0 6 MIL VAPOR BARRIER, CLEAN I \/mil WELL COMPACTED, TERMITE �Att F+i TREATED SOIL O"b` • • • o �� ---------I • 04 9,_2„ _8,. 9,_8„ � I o O Ir — — — — — — — — — — — — — — — — — — — — — — - Th F_1 F-1 � • I I � ` I I I ■ � I I I I • F-1 I o ;d.. O I I • d I o • Th I ■ o I I o N • I I I ■ b I I o I I ■ I --Q�-+0.0" SEE SURVEY FOR FINISH j • FLOOR ELEVATION I o I o I 4" THICK CONCRETE SLAB. 3000 PSI � FIBERMESH MIX, MONOTLITHIC WITH • FOOTINGS PER SCHEDULE ON CLEAN ■ TERMITE TREATED SOIL, COMPACTED TO MIN 2500 PSF, 6 MIL VAPOR BARRIER o I AND CORNER BARS F-t o � I I o ■ I ■— N On 00 I I ■ 1 N 0) r- I DO I I � ■ ------------I IN T4 STEP (O F-5 M I © I ■ I i Th C-4 I I I i ■ T✓) I I . o ■ I F- i I ` -I I • BEARING I to WALL I O SEE DETAIL] 4" THICK CONCETE SLAB,I SHEETI I `* ■ FIB RM SH MIXRMONOTLITHICOOWIITH I j FOOTINGS PER SCHEDULE ON CLEAN ■ 4" CONCRETE SLAB I TERMITE TREATED SOIL, COMPACTED TO MIN 00 POURED WITH PORCH DECK BARRIER I AND CORNER BARS 6 MIL VAPOR BARRIER, CLEAN I O WELL COMPACTED, TERMITE I I ■ i THE TED SOIL I • O I I 6F-1 ■ I I � � I I I I F-t F-� I ■ DO DO DO iD "Po 1F-t I �----------------- O 1 20 ■ I _ ■■■ ■ a I � I F-1 I N I F-1 F-1 ■ F-1 .I ■ o I ■ o ' I I I I ■ I I ■ � I I tL-------- --J 4 ■ ■ ml ■ 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 VAN CED-DESI GN-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 DRAIWNGS OR SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH FOUNDATION PLAN 3'-3" 7'-0" SCALE: 1/4 INCH 1 3'-6" 26'-6" JI S-1 C I` ■■1O'-D" 13 rl 10 ■■ AFF A F o 7'-7" 11'-1" 7'-4" 4'-4" 4'-10" 4'-10" I GO 1 0 TOP COURSE TOP COURSE ■ (2) COURSES OF (2) COURSES OF ■ ■ ■ 8A 10'-0" BOND BEAM W/ 1 BOND NO. BEAM W/ 1 5 BAR EACH ■ 10'-0" 8q NO. 5 BAR EACH AFF TOP COURSE AFF (2) COURSES OF BOND BEAM W/ 1 AFF NO. 5 BAR EACH 1 O'-D" AFF ■ ■ TOP COURSE (2) COURSES OF BOND BEAM W/ 1 t1 N0. 5 BAR EACH ■ ■ 10'-O" AFF ■ a I 0 M ■ ■ 10'-0" AFF TOP COURSE ■ (2) COURSES OF �p BOND BEAM W/ 1 I NO. 5 BAR EACH ■ N 10'-0' ■ AFF ■ 0 I N TOP COURSE (2) COURSES OF BOND BEAM W/ 1 d NO. 5 BAR EACH ■ b1 12 ■ ■ ■ ■ N 10'-0 10'-O" AF AFF ■ BEARING WALL SEE TOP COURSE COURSES OF DETAIL (2) SHEET BOND BEAM W/ 1 NO. 5 BAR EACH ■ 00 ■ LO N TOP COURSE 1 (2) COURSES OF 00 BOND BEAM W/ 1 NO. 5 BAR EACH 10'-G" AFF STEP ■ ■ El8'-0' AFF 14'-0" AFF a 5A - - ■ TOP COURSE 1\2� ■ (2) COURSES OF TOP COURSE 8'-O" 10'-0" BOND BEAM W/ 1 I 4' O" (2) COURSES OF AFF NO. 5 BAR EACH AFF BOND BEAM W/ 1 AFF14'- " NO. 5 BAR EACH ■ AF 2 1 Ol 011 01, AAFF AFF 10 -0" TOP COURSE AFF 00 o (2) COURSES OF 3'- 3" 3'- 3" 1 10'- 0" 10'- 0" N I BOND BEAM W/ 1 L a0 NO. 5 BAR EACH 14'- 5 I ■ IN ■ 5 6'-6" '- 18'-8" 10'-O" AFF TOP COURSE ■ (2) COURSES OF d BOND BEAM W/ 1 I NO. 5 BAR EACH 10'-0" 10 10'-0" AFF AFF AFF ■ ■ ■ ■ BEAM/COLUMN PLAN SCALE: 1/4 INCH 13'-6" 26'- 6" CASTCRETE LINTEL BEAM SCHEDULE MARK LEGNTH OF LINTEL GRAVITY LOAD ALLOWED APPLIED UPLIFT LOA BEAM COMPOSITE REMARKS ALLOWED APPLIED - 550 2724 -1 1 1A _ 250 909 250 W-10' 4360 550 2093 650 - 18 2m 5'-10' 1451 250 BOB 2505F6-lB 3❑ 3A 17'-4" 7'_5• 7'-6' 12'-0" 1609 2632 1121 1037 6113 650 993 700 8F20-2T 3A 8F16-1B 4 4A 650 1634 1350 8F16-iB 4A 8F8-18 ISA 650 958 500 81`16-iB 5A 8F8-1B g 650 958 500 81`16-2T 4 -0" 550 3079 650 BF20-18 8 8A 9'-4" 10'-G" 2486 2781 650 2084 700 SF20-1B BA 81`16-1B 650 606 1000 BF16-18 10 13'-4" 2883 650 1993 1950 BF32-2T it 3'-6' 6113 4360 550 3547 650 BF16-1B 12 6'-6 550 2093 650 8F16-1B 13 13'-4" 471 350 418 250 8FB-iB 14 24-0• 267 519 250 450 350 BF16-181T 15 250 1370 350 8F16-1131T 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 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 k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTEN90NS 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 WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE BEAM - COLUMN PLAN REVISIONS: c c LW u- DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-2 40'-0" BEAM/COLUMN SCALE: 1/4 INCH 4n'—n" 1'-4" _ „ 37'-4" 24 —0 ■■10'-0" 13 ■■ 10 ■■ AFF 10'— A F o I 7'-7" 11'-1" 7'-4" 1 4'-4" 4'-10" 4'-10" Op ,y i s 0 El TOP COURSE TOP COURSE ■ (2) COURSES OF (2) COURSES OF ■ ■ ■ ■ BOND BEAM W/ 1 BOND BEAM W/ 1 ■ 10'-O" TOP COURSE BA 10'-O" NO. 5 BAR EACH NO. 5 BAR EACH AFF AFF (2) COURSES OF 10'-O" BOND BEAM W/ 1 AFF NO. 5 BAR EACH ■ I 10'-0„ AFF ■ ■ TOP COURSE (2) COURSES OF BOND BEAM W/ 1 1 ❑ NO. 5 BAR EACH ■ ■ 10'-0" AFF ■ I 0 M ■ ■ 10'-0" AFF TOP COURSE ■ (2) COURSES OF �0 BOND BEAM W/ 1 NO. 5 BAR EACH ■ N 10'-0 ■ AFF ■ I ■ N TOP COURSE O (2) COURSES OF BOND BEAM W/ 1 d I NO, 5 BAR EACH ■ 01 n a - ■ ■ ■ ■ CV 10'-0 10'-0" AFF ■ AFF ■ BEARING El WALL SEE TOP COURSE OF DETAIL (2) COURSES SHEET BOND BEAM W/ 1 41 NO. 5 BAR EACH ■ a0 ■ N TOP COURSE `t i (2) COURSES OF ap BOND BEAM W/ 1 NO. 5 BAR EACH 10'-0" ■ AFF STEP ■ ■ 8 AF ■ TOP COURSE 1\2Do ■ (2) COURSES OF TOP COURSE 8'-0" 10 _ " BOND BEAM W/ 1 4' 0" I (2) COURSES OF AFF NO. 5 BAR EACH FF BOND BEAM W/ 1 3 AFF 14'_ " NO, 5 BAR EACH ■ AF - AFF 1C -0" TOP COURSE AFF 00 3" 3'-3" i 101- 0" 101- 0" of BOND BEAM W/ 1 AN ap ■ NO. 5 BAR EACH ,— 8 ■ ■AFFAU— ■ ■ 6'-6" - 18'-8" 10'-0" AFF TOP COURSE ■ (2) COURSES OF ■ BOND BEAM W/ 1 I NO. 5 BAR EACH r 10'-0" 4❑ 10'-G" 10'-0" AFF AFF AFF ■ ■ ■ ■ 6'-9" 6'-9" 13'-6" P LA H 26'-b" 40'-0" v CASTCRETE LINTEL BEAM SCHEDULE MARK LEGNTH OF LINTEL GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE REMARKS ALLOWED APPLIED ALLOWED APPLIED 4'-8. V-4' 8 -0• 7 -4' g❑ 7 -8' ❑ 9'-10' a10'-4' 7'-10" 10 17'_4• 1609 650 993 700 OF20-1T 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-BUI LDI NG. 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 SPECFICATIONS ARE TO BE MADE WTTTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. pww JONES cam. ARCHITECT 26 SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE BEAM COLUMN PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-2 TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS NOTES UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS 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 SIMPSON MTS30 WOOD 1450 — —ODS 7) IODSS �7)) 1ODS S3A SIMPSON MTS16 WOOD 1000 S4 SIMPSON HD5A CONC. 2485 — _ ANCHOR BOLT — 6" EMBED. " THRU BOLTS BOLTS HD10A CONC. 5540 - - 7/8 SSTB ANCHOR gOL/8 THRU S5 SIMPSON BOLT - 10" EMBED. S6 SIMPSON THGBH3 8010 12000 — — (8) X 6" EMB (10) 10 D +2—j" THRU BLTS ANCHORS S7 SIMPSON HGT-2 CONC. 10890 — — W/EPDXY (16) 10 DS S8 SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (14) 10D X 1.5 S9 SIMPSON HUS28 WOOD 720F2845 — — (30) 16D (10)16D S10 SIMPSON HU212— WOOD 905 — — (16) 16D (6)10D X 1.5 S11 SIMPSON MGT-2 CONC. 3965 — — X12"ANCHORS W/E OXY(22) 10 DS S12 SIMPSON HETA16 I CONC. 2035 1225 1055 EMBEDDED (12) 10D X 1.5 2 STRAPS TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS NOTES S13 SIMPSON HETAL 12 CONC. 1085 415 1100 EMBEDDED (10) 10 D X 1.5 S14 SIMPSON DETAL 20 CONC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON HGT — 2 CONC. 10980 750 500 EMBEDDED (16) 10 D S16 SIMPSON VGT — 2 WOOD 4940 750 50C 1— 5 8" BOLT (16) SIDS .25" X 3' S17 SIMPSON MBHU CONC 2175 750 500 _ BOLT (12)" X 2.5" 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 = 2900 SQ. FT X50 X 2900 = 19.3 SQ, FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET OR .79 SQ. FT. NET 19.3 / .79 = 24 VENTS REQUIRED ENTIRE PERIMETER OF 215 FT / 24 = 8.9 FT. 24 VENTS 0 10' O.C. ROOF PLAN SCALE: 1/4 INCH ROOF FRAMING PLAN SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL UPLIFT 11 F1= 300 F2= 300 58 I i7 N e I I I I F111022 U1=1012 F1=300 I F2=300 8 I F =300 I I I =300 I I I I I I I I se GIRDE� /IMUL CUSS t0. UPLIFT 1GOO# IPER F1= 300 F2= 300 I jII II1 III III 1 $8UPLIFT 1000/ /lL I UPUFT 1000/ F1= 300 58F9= 300—� 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—DESI GN—BUILDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Ebo ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY 07HM PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER 1HE INTENT OF hIESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-3 TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS NOTES UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS 51 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 SIMPSON MTS30 WOOD 1450 - - 71 01ODS 20) 1ODS S3A SIMPSON MTS16 WOOD 1000 ) 1ODS ANCHOR BOLT - L" THRU S4 SIMPSON HD5A CONC. 2485 - _ 6' EMBED. BO BOLTS HD10A CONC. 5540 — 7/8TSSTBOA 4-7/8" THRU S5 SIMPSON EMBED. BOLTS S6 SIMPSON THGBH3 8010 12000 - - (8) X 6" EMB (10) 10 D +2-j" THRU BLTS (2/EPDXY ANCHORS S7 SIMPSON HGT-2 CONC. 10890 - - (16) 10 DS S8 SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (14) 10D X 1.5 S9 SIMPSON HUS28 WOOD 720 2845 - - (30) 16D (10)16D S10 SIMPSON HU212- WOOD 905 1085 - - (16) 16D (6)10D X 1.5 S11 SIMPSON MGT-2 CONC. 3965 - - X12"ANCHORS W/E OXY(22) 10 DS S12 I SIMPSON HETA16 CONC. 2035 1225 1055 EMBEDDED (12) 10D X 1.5 2 STRAPS TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR UPLIFT FLOOR CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO STRUCTURE FASTENERS TO TRUSS NOTES S13 SIMPSON HETAL 12 CONC. 1085 415 1100 EMBEDDED (10) 10 D X 1.5 S14 SIMPSON DETAIL 20 CONC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON HGT - 2 CONC. 10980 750 500 EMBEDDED (16) 10 D S16 SIMPSON VGT - 2 WOOD 4940 750 500 1- 5 8" BOLT (16) SIDS .25" X 3' S17 SIMPSON MBHU CONC 2175 750 500 2 BOLT (12) X 2.5" 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 FAR 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 = 2900 SQ. FT XH50 X 2900 = 19.3 SQ, FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET OR .79 SQ. FT. NET 19.3 / .79 = 24 VENTS REQUIRED ENTIRE PERIMETER OF 215 FT / 24 = 8.9 FT 24 VENTS 0 10' O.C. ROOF PLAN SCALE: 1/4 INCH ROOF FRAMING PLAN SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL UPLIFT 4 F1= 300 F2= 300 i n N UPLIFT 1( FT= 300 F2= 300 I I I 1 I I 1 I I I I I 1 1 I I I I I I I I I I IT/ I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I 1 I I I I F1=300 F2=300 U=3250 I I I I I I I f I I I I I I f I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I 1 I I I S11 S11 F1=300 F2=300 U=3250 MULTI- PLY GIRDER PER TRUSS CO. MULTI- GIRDER PER TRUSS PLY CO. MULTI- PLY GIRDER PER TRUSS CO. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. r EXT. GRADE PLYWOOD WITH 8 D RING SHANK NAILS AT a O.C. EGDGE/ 6' FIELD 1 `S3A) 2 X 4 ®16"O.0 MULTI- Y GIRD S16 = 10'-0" AFF S8 300 1=300 F2 U =300 =934 F2= U= 00 535 1 U=1425 MULTI- P /GIRE)ER Y S1 ) - ITH „ 1 4 POST DS AT S1 F1=30 F2=3 0 U=14 4 S L SB I L 58 F2- 300 F 300 2= 300 I I 1 1 I I F111022 I I I 1 F -3tl0 I =300 I I 1 UPUFT 1000# 1= 300 F2= 300 S8UPLIF1000# F2= 300 S8 MULTI- PL PER TRUSS 58 uPUFr loony F1= 300 F2= 300 K=3 Fi=300 u=z0449 2 X8 PT LEDGE W/ J" ANCHORS WEDGE W/ 3" " IC \ 8 U1=1012 F1=300 F2=300 I 8 IIULTII GIRDEf� PER TRUSS0. IIII IIIII IIII IIII I1IjI Ij I I 1 UPLIFT 1000# Sfi I F1= 300 F2= 300 UPUFT 11 F1= 300 F2= 300 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.ADVAN CED-DESIGN-BUI LDING. 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 DRAWNGS OR SPECFlCATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH S-3 ►`1�:��1�1�1:���►"$ tabbd 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 EDITION AND REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE ME7MPHVu 2. BASED ON ANSI ASCE BASIC WIND VELOC Y = 1OCCUPANCY CATEG Y = EXPOSURE B 3. ROOF DESIGN LOADS: DEAD LOADS: 30 PSF LIVE LOADS: 25 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.. 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 nl�� nvolpLLAIIUNJ YLIN rMA7A/ CBS WALL MANUFACTURERS REQUIREMENTS STUCCO FINISH DOOR SILL TO SET IN 18 GUAGE Ix6 P.T. BUCK SET IN 1/4" GALVANIZED PAN SEALANT FASTEN W/ "1" DEEP BACK 2) .25" TAPCONS ® 12"O.C. AND TWO SIDES B INCHES FROM ENDS) SET IN 1/4" BED IOOR FRAME OF SEALANT WITH ASTEN TO BUCK W/ SURROUNDING ;ONCRETE ANCHORS CONCRETE AND ;IZE AND EMBED. PER 'RODUCT APPROVALS MASONRY DOOR TRIM SURFACES WITH SEALANT (TYP.) A LIQUID MEMBRANE SILL PLAN DETAIL (DOOR 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 3 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, 1 j 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 3j 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 SNOWN ON THE STRUCTURAL FRAMING PLAN IN TFHE 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 38 IN. METAL TOP / RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS 8" FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 31 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " N16" TAPCONS WITH 1" EMBEDMENT TO SLAB) ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. R302.10.1 -CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR CorlCrete I Slab TYPICAL PARTITION WALL J"CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 TI LE PORTLAND CEMENT MORTAR [BED SLOPE TO DRAIN 4LL INSULATION TO SAVE FLAME SPREAD NDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE THAN 450 PER FBC 2017 RES. R302.10.1 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 81, X �~ 8" - 0) d CURB #5 16"X18" CONTINUOIIS --MONOLITI� 0 12" MIN SOIL TO BOTTOM FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL 12"X8" CONTINUOUS MONOLITH (1) 0 #5 12" " CONTINUOUS MONOUTHIC 7.1 4" CURB DETAIL AT EXTERIOR GARAGE WALL CEMENT TILE ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS PRE ENGINEERED " EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE ROOF TRUSSES AT D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT 24 INCHES ON O.C. EDGE AND 6" FIELD RETURNS PRIIOR TO ORERING CENTER CONNECTOR PER TRUSSES SCHEDULE-7 I 2 X4 BRACING AT 48" O.0 2 X 4 LATERAL BRACING PATH 2 -12 D NAILS EACH PT. / PER TRUSS LAYOUT ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A 2 X 8 FASCIA 10"-O" A.F.F. or PER BEAM L- PT FIRE PLAN BLOCKING 5 8" FIRE G, CODE DRYWALL CLG. 7/8 INCH HI -RIB LATH AND STUC SOFFIT NTH SOFFIT VENTS PER ROOF PLAN 1 X 4 1 FIRE BOND BEAM : 2 COURSES OF 8" BLOCKING 8 CKO GAFF W/ (1) N0. 5 EACH COURSE 1/2 DRYWALL ON PT STUCCOFINISH FURRING STRIPS WITH R- 4.1 FOIL INSULATION i 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " (,ONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS MIN. OVERLAP OF VERTICAL REINFORCING 48" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) .1.5" RECESS 1.0 " STEP AT FRONT /DOOR �JI�./�/OILELEV. F.F. PER PLANS 4" 0'-0" A.F.F. I TYPICAL WALL SECTION 3/4" SCALE CBS 3/4" STUCCO 1x6 P.T. BUCK SET IN SEALANT FASTEN W/ 2) 1/4 IN x 2.25 LG. APCONS ® 16 O/C 6" FROM ENDS -DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ CONCRETE ANCHORS SIZE AND EMBED. PER PRODUCT APPROVALS -SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) 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 2017 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SEQTION 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: --i 33 O />C 3 ` O OJO O0 1 5 I I s3 ® I 01 I 1 I ® I I� 0I I I ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12 0/C. MIN. 1-1/4" ERIMETER SEALANT �- 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) CONC. OR MASONRY " CONC. OR MASONRY P.T. ATTACHED TO JMN W/ 1/2" A.B. -0" 0 C VERT. 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) 4ARBLE SILL IN MORTAR BED(OPT) VINDOW PER P. APPROVAL ASTEN W/ 3/16" DIA X 1-1/4" =MBEDDED TAPCONS ® 16" 0/C & i MAX. FROM ENDS SIDES AND HEAD LL FLASHING PERIMETER SEALANT STUCCO FINISH 6" POURED SILL WITH 1 #5 WINDOW OPENING DETAIL CBS WALL ADVANCED DESIGN & BUILDING 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 VANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ db" 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 ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: CHECKED BY: PROJECT #: SCALE: } INCH JMG BVJ STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 EDITION AND REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME OF PERMITTING. 2. BASED ON ANSI/ASCE 7-10: BASIC WIND VELOCITY = 150 MPH OCCUPANCY CATEGORY = II EXPOSURE B 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.. 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 , 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 ® 12"O.C. AND TWO SIDES 6 INCHES FROM ENDS) SET IN 1/4" BED DOOR TRIM )OOR FRAME OF SEALANT WITH SEALANT (TYP.) -ASTEN TO BUCK W/ SURROUNDING :ONCRETE ANCHORS SIZE AND EMBED. PER CONCRETE AND STUCCO FINISH 'RODUCT APPROVALS MASONRY CONCRETE SLAB DOOR TRIM SURFACES WITH SEALANT (TYP.) A LIQUID MEMBRANE SILL PLAN DETAIL (DOOR 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 3 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 3j IN. D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 IN. O.C., NON REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 1j 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 31 IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLLINS 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/s" 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 TOP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS " FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 31 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1 i IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 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) CorlCrete I Slab ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. R302.10.1 -CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR TYPICAL PARTITION WALL 4"CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 AMIC TILE PORTLAND CEMENT MORTAR [BED SLOPE TO DRAIN 4LL INSULATION TO IAVE FLAME SPREAD NDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE THAN 450 PER FBC ?017 RES. R302.10.1 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE MIC TILE � I- 81, X 81, CURB #5 91 I 16"X18" CONTINU SUS MONOLITHI I 5 ° #5 12" MIN SOIL TO BOTTOM FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL 12"X8" CONTINUOUS MONOLITH (1) O #5 12" CONTINUOUS MONOLITHIC 4" CURB DETAIL AT EXTERIOR GARAGE WALL CEMENT TILE ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS PRE ENGINEERED j" EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE ROOF TRUSSES AT D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT 24 INCHES ON O.C. EDGE AND 6" FIELD RETURNS PRIIOR TO ORERING CENTER CONNECTOR PER TRUSSES 2 H BRACING AT 48' O.0 NTH 2 BRACING D AT 4 EACH Pr. 2 X 4 LATERAL BRACING SCHEDULES / I / PER TRUSS LAYOUT ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A CBS 3/4" STUCCO 1x6 P.T. BUCK SET IN SEALANT FASTEN W/ 2) 1 /4 IN x 2.25' LG. APCONS ® 16" O/C 6" FROM ENDS DOOR TRIM DOOR FRAME FASTEN TO BUCK W CONCRETE ANCHORS: SIZE AND EMBED. PER PRODUCT APPROVALS _-SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) PT FIRE BLOCKING 5 8" FIRE 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" FILI-ED-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 O, r 2 X 8 FASCIA 10"-0" A.F.F. or PER BEAM PLAN \ V-7/8 INCH HI -RIB LATH AND STUC: SOFFIT NTH soFFlr VENTS PER ROOF PLAN BOND BEAM :2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE ----STUCCO FINISH MIN. OVERLAP OF VERTICAL REINFORCING 48" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) RECESS 1.0 " STEP AT FRONT /DOOR _.1I./�/ A.F. PER PLANS 0 -0 A.F.F. 4" TYPICAL WALL SECTION 3/4" SCALE 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 2017 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: _ f 3 �2 / 0 /,>C OO O 2/ 2 I 5 I I O I 30 ® I 51 I I ® I I I I ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS tECR 0/C. MIN. 1-1/4" ER SEALANT STUCCO FINISH . OR MASONRY IN. P.T. BUCK SET IN ANT AND NAILED 1/2" CASE HARDENED NAILS AT 12" 0/C. MAk WALL BOARD CAULKING JAMB DETAIL (WINDOW) CONC. OR MASONRY 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 J30LTS & LOCK NUTS JAMB DETAIL (OHD) MARBLE SILL IN MORTAR BED(OPT) 9NDOW PER P. APPROVAL 4STEN W/ 3/16" DIA X 1-1/4" DRAWN BY: MBEDDED TAPCONS ® 16" O/C &CHECKED BY: MAX. FROM ENDS > SIDES AND HEAD PROJECT #: ILL FLASHING SCALE: } INCH ADVANCED DESIGN a 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.ADVAN CED-DESIGN-SUI LOING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eb" 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 CHANCES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFlCATIONS ARE TO BE MADE VATHWT OBTAINING WRITTEN PERMISSION FROM ROUND HILLDEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: ERIMETER SEALANT TUCCO FINISH POURED SILL WITH 1 #5 WINDOW OPENING DETAIL CBS WALL JMG B VJ C* 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 ENTRY 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 DOOR FL # 15037.3 & 14" ox. MAX. SEE PRODUCT APPROVAL FOR HEAD & SILL ANCH. ® 38W X 39 H IMPACT ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED GLASS DIST 1 1/8".NOTE"ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ +40.5/-43.9 +65.0/-65.0 MEETING RAIL EA.SIDE O 16 W X 8 H GALV STEEL WAYNE DALTON NOA#17-0516.02 N/A 7-5/16" X 1-5/8" LAG SCREWS W/WASHER HEADS TRACK BRACKET, SEE BUCK DETAIL SHT AS FOR SPACING. +34.1/-38.0 +34.3/-38.3 4 38 W X 64.0 SH IMPACT ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED GLASS DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ +40.5/-43.9 +65.0/-65.0 MEETING RAIL EA.SIDE 10 7SH-IM ALUM FRAME GT WINDOWS +40.5/-43.9 +65,D/-65.0 ACT FL #170630.05 INSULATED GLASS & TOP @ JAMB SPACING USE @ WINDOW @ MULL O 38W X 32 H IMPACT ALUM FRAME PGT WINDOWS FL #17-0411.08 INSULATED GLASS DIST 1 1/8".NOTE"ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ +40.5/-43.9 +65.Q/-65.0 MEETING RAIL EA.SIDE 11 54 W X 52 H SH IMPACT ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED GLASS +40.5/-43.9 +65.0/-65.0 6 2 ALUMINUM SGFD 108W X 96H ALUMINUM SLIDING DOOR CWS LOW E 366 INSULATED GLASS FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 S54 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 +65.0/-65.0 ®PGT 6 1 D MULLION ERT MULL KIT AL WINDOWS (2) 1/4" SS ELCO AGGREGATE W/2" CONC. EMBED, @ BOTTOM +40.5/-43.9 +65.0/-65.0 FL #170630.01 N/A & TOP @ JAMB SPACING USE @ WINDOW @ MULL 11 48W X 32 H IMPACT ALUM FRAME PGT WINDOWS FL #17-0411.08 INSULATED GLASS DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ MEETING RAIL EA.SIDE Attachment Method Type, Building Design Product Design Product Model # Manufacturer Size, Spacing, & Embedment Pressure Pressure Roofing EAGLE ZONE 1 = -42.1 ZONE 1 = -69.25 psf W P. CEMENT TIL FL # 18-0509.18 UNDERLAYMENT: 36" W, 30# FELT, LAPPED 19", NAILED W/ APPROVED CAPPED ZONE 2 & 3 = -108.5 ZONE 2 & 3 =-159.25 PSI` FL # 18-0509.18 90 POUND , 4" HEAD LAP AND (2) 10 D RING SHANK G. NAILS 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 0015193 Date: AT END WALLS: ANCHOR BOLTS: -� i INCH GALV. WEDGE ANCHORS WITH 6" EMBEDMENT AT 024`0 VERTICALLY /6" FROM ENDS AND r X 3" X WASHER (HARDWARE COMPATIBLE WITH P.T. LUMBER) 2X6- STUDS 0 16" O.0 ANCHOR BOLTS:\ I INCH GALV. WEDGE ANCHORS WITH 6" EMBEDMENT AT 024"O.C. /6` FROM ENDS AND r X 3" X 3" WASHER (HARDWARE COMPATIBLE WITH P.T. LUMBER) PLATE \ SIMPSON SP6 TOP PLATE STRAP W/ 6-10D X 1.5" TYPICAL BEARING WALL DETAIL 2 X 6 WALL END WALLS: CHOR BOLTS: NCH GALV. WEDGE CHORS 1WTH 6" BEDMENT AT 024"O.0 RTICALLY /6" FROM - DSAND rX3"X3" .SHER (HARDWARE MPATIBLE WITH P.T. SIMPSON SP4 WITH \\ 8 D NAILS EACH HOLE, DOUBLE 2 X 10 HEADER 3j IN. METAL TC PLYWOOD SANDWICHED RUNNER ATTACHED WITH �ZIMPSON SP6TOPXPLATE 5"DRYWALL AP W/ - SCREW RRII II 1 SIMPSON MSTA 18 14-10DS (TYPICAL)US MID HEIGHT 1 /2 INCH LAYER OF 0 ST EACH NAILS AEH END DRYWALL- AT A/C Si (2) 12D NAILS 0 12"O.C.-TYPICAL AT „ 5/8 FIRECODE GARAC JACK STUDS BOTH SIDES SIMPSON MSTA 12 5 -10DS TO HORIZONTAL AND VERTICAL �- 2 X 6 PT. BOTTOM PL.AM GAUGE, SIMPSON SP6 TOP PLATE METAL STUD STRAP W/ 6-10D X 1.5" IN. O.C., BEARING, 1 SCREWS O.C. EDG / 3j IN ATTA SLAB EMBEE AT 16� TWO " WITH 1 OF ETTER / MID HEIGHT SLAB BE ING MPSON 4 WITH D NAIL CH HO ti` 5/8" X 66 EMBEDMENT WEDGE � 5/8" X 6" EMBEDMENT WEDGE ANCHOR J-BOLT AT ANCHOR OR J-BOLT AT 24"O.C./6" FROM ENDS 24"O.C./6" FROM ENDS / 1.25" EACH E + SIDE I IN. AT 16 IN. ( #6) 8 INCHES fTBTTOMRUNNER TOEXISTING H TWO 1" INCH NT RUNNER PINS )INCH O.C. (OR 3/16" TAPCONS " EMBEDMENT TO Concrete Slab IN J ND WALL CONDITION FRAME TO LOCK(METAL FRAME) 2 X 4 TOP PLATE ATTACHED WITH (2) 1 D NAILS EACH TRUSS 1 /2 INCH LAYER OF DRYWALL AT A/C SIDE + i 5/B" FIRECODE GARAGE SIDE 3/16" X 23/4" TAPCONS 16' STAGGERED AT END WALL 2 X 4 WOOD STUDS AT 16" OC. 2 X 4 PT BOTTOM PLATE WITH (2) 2 -3/4" TAPCONS @ 24"O.C. Concrete Slab ND WALL CONDITION FRAME IN x N FLASHING DETAIL FOR WINDOWS IN MASONRY/ CBS WALL MARBLE SILL -DRYWALL BOARD CONCRETE CONSTRUCTION: sTucco FINISH -CAULKING -ALUMINUM FRAME, SET IN CLEAR SILICONE & _ _ _ - - - - - - - - - - - - - 'BED : s 1x6 P.T. BUCK SET IN 1 4 / FASTEN W/ .25 INCH BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO SEALANT FASTEN W/ TAPCONS AT 12 O.C. 6" MAX. FROM ENDS CONCRETE/MASONRY STRUCTURE I (2) .25" TAPCONS @ 12"0.( (6 INCHES FROM ENDS) -SILL FLASHING 2.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN DOOR TRIM INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASORYI / oR FRAME _1 X 4 PT BUCK AND FASTEN THRU BUCK W/ -PERIMETER SEALANT ICONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) I CONCRETE ANCHORS SIZE/EMB. PER P. APPROVAL -STUCCO FINISH 3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR I (MANUFACTURERS DOOR TRIM -POURED SILL (6"MIN) REQUIREMENTS DOOR TRIM SEALANT (TYP.) NO. 5 BAR ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR SILL DETAIL (WINDOW) MANUFACTURERS REQUIREMENTS HEAD/JAMB DETAIL (DOOR) 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. (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK TYPICAL BEAM STEP IN ELEVATION DETAIL (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK (1) NO. 5 BAR VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL 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 'WTH 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: BERNARD JONES ARCHITECT SEAL: C.h DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT If. SCALE: j INCH D-2 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 ENTRY 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 DOOR FL # 15037.3 & 14" o.c. MAX. SEE PRODUCT APPROVAL FOR HEAD & SILL ANCH. ® 38W X 39 H ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED ATED GLASS DIST 1 1/8".NOTE"ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ +40.5/-43.9 +65.0/-65.0 MEETING RAIL EA.SIDE O 16 W X 8 H GALV STEEL WAYNE DALTON NOA#17-0516.02 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 +34.3/-38.3 4 38 W X 64.0 SH IMPACT ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED GLASS DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ +40.5/-43.9 +65.0/-65.0 MEETING RAIL EA.SIDE 10 7SH-IMPACT ALUM FRAMEWINDOWS +40.5/-43.9 +65.0/-65.0 FL #170630.05 INSULATED GLASS & TOP @ JAMB SPACING USE @ WINDOW @ MULL 5 38W X 32 H IMPACT ALUM FRAME PGT WINDOWS FL #17-0411.08 INSULATED GLASS MIN LUbE MIST 1 OUT IX BUCKS6" ALL CORNBRS,(4)@ 40C @ +40.5/-43.9 +65.0/-65.0 G RAIL EA.SIDE MEETING RAIL EA.SIDE 11 54 W X 52 H SH IMPACT ALUM FRAME PGT WINDOWS FL #170630.05 INSULATED GLASS +40.5/-43.9 +65.0/-65.0 6 2 ALUMINUM SGFD ALUMINUM CWS LOW E 366 FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS 108W X 96H SLIDING DOOR 2800-XXX INSULATED GLASS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 +65.0/-65.0 ®©PGT 1 O __IMPACT-- MULLION ERT MULL KIT AL WINDOWS (2) 1/4" SS ELCO AGGREGATE W/2" CONC. EMBED, @ BOTTOM +40.5/-43.9 +65.0/-65.0 FL #170630.01 N/A & TOP @ JAMB SPACING USE @ WINDOW @ MULL 11 48W X 32 H IMPACT ALUM FRAME PGT WINDOWS FL #17-0411.08 INSULATED GLASS DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ MEETING RAIL EA.SIDE Attachment Method Type, Building Design Product Design Product Model # Manufacturer Size, Spacing, & Embedment Pressure Pressure Roofing EAGLE ZONE 1 = -42.1 ZONE 1 =_ -69.25 psf W P. CEMENT TI FL # 18-050918 UNDERLAYMENT: 36" W, 30# FELT, LAPPED 19", NAILED W/ APPROVED CAPPED ZONE 2 & 3 = -108.5 ZONE 2 & 3 =-159.25 psf FL # 18-0509.18 . 90 POUND , 4" HEAD LAP AND (2) 10 D RING SHANK G. NAILS 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 0015193 Date: AT END WALLS: ANCHOR BOLTS: I INCH GALV. WEDGE 2 X 6— ANCHORS WITH 6" STUDS EMBEDMENT AT 024"O.C. O 16" VERTICALLY /6" FROM O.0 ENDS AND r X 3" X 3` ANCHOR BOLTS:\ WASHER (HARDWARE WINCH GALV. WEDGE COMPATIBLE WITH P.T. ANCHORS WITH 6" LUMBER) EMBEDMENT AT 024"O.C. /6` FROM ENDS AND }` X 3" X 3" WASHER (HARDWARE COMPATIBLE WITH P.T. PLATE N SIMPSON SP6 TOP PLATE STRAP W/ 6-101) X 1.5" TYPICAL BEARING WALL DETAIL 2 X 6 WALL END WALLS: CHOIR BOLTS: NCH GALV. WEDGE CHOIRS WITH 6" BEDMENT AT 024"0.0 RTICALLY /6" FROM DS AND }"X3"X3" .SHER (HARDWARE MPATIBLE WITH P.T. MBER) SIMPSON SP4 WITH 8 D NAILS \\ EACH HOLE-. DOUBLE 2 X 10 HEADER PLYWOOD 3j IN. METAL TOP SANDWICHED RUNNER ATTACHED WITH 2 1.25" MPSON LATE S661DPXP 5" ETRAP W/ - DRYWALL SCREWS EACH TRUSS SIMPSON MSTA 18 14-1DS (TYPICAL) MID HEIGHT 1 /2 INCH LAYER OF BLOCKING(2) 12D NAILS 0 AT EACH END DRYWALL AT A/C SIDE + NAILS 12)0.C. TIPCALOAT 5/8" FIRECODE GARAGE SIDE JACK STUDS BOTH SIDES SIMPSON MSTA 12 5 -10DS TO ® HORIZONTAL AND VERTICAL '_-2 X 6 PT. BOTTOM PLATIB GAUGE , 38 IN. SI6 FOP PLATE TRAP W% 6-1 D X 15" METAL STUDS AT 16 IN, O.C., NON BEARING, 1 j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 38 IN. BOTTOM RUNNER A-TTACHED TO EXISTING EMBEDSLAB AT 16 TWO WITH MID HEIGHT SLAB) 5/8" X 6`\EMBEDMENT WEDGE ANCHOR 0 J-BOLT AT 24"0.C./8" FROM ENDS WITH TWO 1" INCH MENT HILTI PINS INCH O.C. (OR 3Y16" TAPCONS " EMBEDMENT TO Concrete Slab 101 IN ~ANC J-BOLT ANCHOR OR J-BOLT AT X 8" ERT WEDGE ANCND WALL CONDITION FRAME TO 24`O.C./6" FROM ENDS (METALFRAME) 2 X 4 TOP PLATE ATTACHED WITH (2) 1 D NAILS EACH TRUSS 1jk /2 INCH LAYER OF DRYWALL AT A/C SIDE + 5/8" FIRECODE GARAGE SIDE IN IN 3/g" X 23/4" TAPCONS @ ✓1 16' STAGGERED AT END WALL O 2 X 4 WOOD STUDS AT 16" OC. 2 X 4 PT BOTTOM PLATE WITH (2) 2 —3/4" TAPCONS © 24"O.C. Concrete Slab IN MARBLE SILL I DRYWALL BOARD CAULKING ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ .25 INCH TAPCONS AT 12 ' O.C. 6" MAX. FROM ENDS I( SILL FLASHING 1 X 4 PT BUCK --"PERIMETER SEALANT II TUCCO FINISH POURED SILL (6"MIN) II NO. 5 BAR L SILL DETAIL (WINDOW) (1) NO. 5 BAR IN CONCRETE FILLED BEAM BLOCK -LASHING DETAIL FOR WINDOWS IN MASONRY/ CBS WALL �.ONCRETE CONSTRUCTION: I, STUCCO FINISH 1x6 P.T. BUCK SET IN 1/4" BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO SEALANT FASTEN w/ '' (2) .25" TAPCONS @ 12"0.( ;ONCRETE/MASONRY STRUCTURE ¢ (6 INCHES FROM ENDS) ?.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN / DOOR TRIM INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASORI� OR FRAME '\ND FASTEN THRU BUCK W/ CONCRETE ANCHORS ,ONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) SIZE/EMB. PER P. APPROVAL 5.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR DOOR TRIM SEALANT (TYP.) dANUFACTURERS REQUIREMENTS I DOOR TRIM _ J ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS HEAD/JAMB DETAIL (DOOR) 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. TYPICAL BEAM STEP IN ELEVATION DETAIL (1) NO. 5 BAR IN CONCRETE FILLED BEAM BLOCK (1) NO. 5 BAR VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL 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—BUI LDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Ebn ADVANCED DESIGN k BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS 1WTH 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 CROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: - JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH D-2 PRE ENGINEERED ROOF TRUSSES AT 24 INCHES ON CENTER 2 COURSES OF BOND BEAM WITH ONE NO. 5 BAR EACH COURSE 8 " CONCRETE < BLOCK WITH VERTICAL REINFORCING PER PLAN CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS SHINGLE ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS " EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE \RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT \ O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CONNECTOR PER TRUSSES � O- I II 1 II I O: L- 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR 314- BRIDGE STAPLES AT 4"O.C. 8 " CONCRETE BLOCK COLUMN WITH VERTICAL REINFORCING PER PLAN \ ISOLATED CONCRETE FOOTIN OR MONOLITHIC PER FOUNDATION PLAN SEE S-1 FOR SIZE AND STEEL PLACEMENT 4" PORCH SLAB �IIIII_IIIIIIIII IIIII-=IIIIIIIII FRONT ENTRY DETAIL W/ COLUMN DETAILS 2 X 4 CROSS BI AT PEAK AND 4 O.C. W/ (3) 1 EACH END 2 X4 BLOCKING TFE BOTTOM Cl (2 ) 16 DNAI1 (3) 16 DS- r r 2 X 8 FASCIA PER BEAM PLAN CAST-CRETE LINTEL ASSEMBLY WITH 1 NO. 5 BAR EACH COURSE CCO FINISH PICAL PORCH COLUMN PLANS SHINGLE ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS PRE ENGINEERED J" EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE ROOF TRUSSES AT D RING SHANK NAILS AT 4 CONFIRM LEVEL OR SQUARE CUT 24 INCHES ON O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CENTER CONNECTOR PER TRUSSES ) 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 NTH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR W BRIDGE STAPLES AT 4"O.C. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A 8 " CONCRETE BLOCK COLUMN WITH VERTICAL REINFORCING PER PLAN \ ISOLATED CONCRETE FOOTING OR MONOLITHIC PER FOUNDATION PLAN SEES FOR SIZE AND STEEL PORCH SLAB 0, n= 10.1 24 REAR PORCH DETAIL SECTION W/ COLUMN 3) 16 DS x 2 X4 PRE- x ( 3) 16 (3) DS DS ° I - ENGINEEREDlSSES 1611 .0 ACINGlAr FO T D NAILS (3) 16 DS ° IN BETWEEN ° S WITH S EACH END ( 3) 16 DS @1611 C.0 X 4 RAT RUJ B CING BEYOND ( 3) 16 DS ° 0 x x 8 ft TYPICAL GABLE WALL BRACING SECTION CONCRETE BOND BEAM r 2 X 8 FASCIA 4PER BEAM PLAN CAST-CRETE LINTEL ASSEMBLY WITH 1 NO. FINISH 5 BAR EACH COURSE ICAL PORCH COLUMN DETAILS '�• I IIa '► 5 / 8 11 EXT PLYWOOD NAILING PATTERN: 10 D RING SFANK NAILS @d" EDGES AND 6 " FIELD \\\,LATHAND STLCCO FINISH PER CODE GABLE END WALL: 2 X 6 AT 16" O.0 STRONG BACKS 2 X4 BRACING CONTINUDL6 TO THE ROOF SHEATHNG 2 X 6 PT PLATE WITH 2 - 2- 4 INCH TAPCONS EMBED AT 811 O.0 ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-215-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVAN CED—DESIGN—BUI LDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eba 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 SPECFICARONS ARE TO BE MADE 'MTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES 4 ARCHITECT m SEAL: Llj U. DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH D3- AIR CONDITIONING SYSTEM SCHEDULE UNIT. NO. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA MODEL UNE SZ SEER VOLTS F.L. AMPS COOLING M 'S S L URA RLA TOTALISENSIBLE REMARKS MODEL CFM AMPS y/Q COOLING TOTAI KW y 1 RUDD RHIT48 21HTMJA 1450 4.3 230/ 1-60 48000 10. 2306/0 RA144 7/83/8 t6 230/1/60 117 21.8 4,,000 35900 4 TON 125 CFM I 125 CFM I 10X1 11 i I I I ____________ T �I ______--__- I I I I I I I I I I IF ir------------ 1 I � I 1 I 1 20N i IX 6 IX a 0 I X 8 125 CFM X 10 20 CFM I.�. 8 35 CFl¢ 1 I a — ' i „i ----------- I 10 I DW I 1 125 CFM I L—� 1 ' I Is 10 X 10 I I I I I I I 1 I I I \\ ,LRr----- 30 X 6 60 V CFM C7 ® V02 DIA - 55 CFM ' s ° 7„ X I 8 I I 75 CFM I ° AA- C��H 1 Y I I 1101 E------ ='I 10 X 10 X IX 1 yt 7" 110 1 I _ I 125 CFM I I O° s X 8 75 CFM 10 ---- "r:11L 1`0 0 10 X 10 X MECHANICAL PLAN SCALE: 1/4 INCH SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR—M1601.4.1.6 AND PROPERLY SEAL air handler 6"CLEARANCE ALL AROUND UNIT PLY. DECK BOTTOM MOUNTING AIR HANDLING UNIT BRACKET W/ (1)NO. 10 CONDENSATE DRAIN PAN SCREW AT 12"ND (2) 16 IDS EACH OC 6"E END FLOAT SWITCH IN SECONDARY AIR HANDLING UNIT CONDENSATE DRAIN PAN DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED SECONDARY DRAIN PAN IS USED) ;EE CONDENSATE TRAP DETAIL FOR FLOA 12" EXTENSION PIPE WITH SWITCH OR AUXILARY DRAIN PAN PER ,IF THREADED CAP AT END FMC SEC. 307.2.3 VENT CLEANOUT WITH ;HARGE OF CONDENSATE PER SECTION `SLIP —FIT (NOT OF THE FMC AND SECTION 1503.7 OF / SCREW) CAP RIDA B CODE WITH DRILLED HOLE TERMINATE VENT " MOISTURE RESISTANT (GREEN BOARD) CLEAN OUT NALL ALL SIDES OF RETURN AIR DUCT AT LEAST 1" ABOVE RETURN AIR FLOAT SWITHC TRIPPING HEIGHT IN SECONDARY DRAIN 21 DETAIL AT AHU STAND EXTERIOR A/C UNIT 4 INCH SLAB (MIN) 'TIE —DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUT IS CONDENSATE TRAP DETAIL FILE COPY 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 WWW.ADVANCED ',DESIGN—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE 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 EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCYUT' E' ,.5 cm SEAL: f. - c` j DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH m I I '-4" 40'-0" 37'-4" 1'-4 WINDOW AND DOOR SCHEDULE NO. NOMINAL WIDTH X SIZE HT. TYPE REMARKS O1 192"WIDE X 84" HIGH STEEL GARAGE OVERHEAD DOOR IMPACT O 72"WIDE X 96" HIGH SLIDING GLASS DOOR IMPACT Q3 72" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 96" WIDE X 96" HIGH SLIDING GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 O 36" WIDE X 96" HIGH SINGLE PANEL IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 O6 27" WIDE X 64" HIGH SLIDING DOOR GLASS IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 O7 54" WIDE X 52" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 27" WIDE X 39" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 Og 36" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 EGRESS 0 076" p 76" WIDE WIDE X X 64" 36" HIGH HIGH ALUM. ALUM. SINGLE HUNG. CIRCLE HEAD IMPACT W CATEGORY II SAFETY GLASS EGRESS PER FBC 4 4410.2.3.1.3 11 96" WIDE X 52" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 1© 32" WIDE X 80" HIGH WOOD DOOR SOLID WOOD OR METAL 20 MIN. 1© (2) 28" WIDE X 96" HIGH WOOD DOOR 14 24" WIDE X 96" HIGH WOOD DOOR 15 48" WIDE X 80" HIGH WOOD BI—FOLD 16 24" WIDE X 96" HIGH WOOD DOOR 1© 32" WIDE X 80" HIGH WOOD DOOR 18 36" WIDE X 38" HIGH ALUM. SINGLE HUNG. IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 1 g 60" WIDE X 80" HIGH WOOD BI—FOLD ® 32" WIDE X 96" HIGH WOOD DOOR SOLID CORE WOOD OR OONTRACMR TO %EWY ROUGH OPENNO DINNSIONS FOR DOORS AND YWDOOIS ORDERED PRIOR 7O CONSTRUCTION ALL DOORS AND WIDOWS 70 BE LOW E CLASS AND IMPACT FLOOR PLAN SCALE 1/41NCH SQUARE FOOTAGES A/C = 2055 SO. FT GARAGE/NON—A/C= 426 SQ. FT. PORCHES = 419 SQ. FT TOTAL SQ. F00 AGE = 290 SO. FEET VOLUME= 20500 CUBIC FT. I 0 IM I "cam A 51' BUI 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 ADVANCED —DESIGN —BUILDING COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ db" 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 1a DEVELOPMENT GROUP. 1 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: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING CUSTOM HOME ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE 1 ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT P. SCALE: j INCH TRUSS CONNECTOR SCHEDULE I.D. I.D. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS NOTES UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE TO TRUSS 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 )1ODDS S3A SIMPSON MTS16 WOOD 1000 - -(7) 1ODSS M S4 SIMPSON HD5A CONC. 2485 - - ANCHOR BOLT - 6' EMBED. 2- " THRU BOLTS S5 SIMPSON HD10A CONC. 5540 - 7/8 SSTB ANCHOR 4-7/8" THRU BOLTS EMBED. S6 SIMPSON THGBH3 8010 12000 - - (8) X 6" EMB (10) 10 D +2-j" THRU BLTS (2) X12"ANCHORS S7 SIMPSON HGT-2 CONC. 10890 _ _ W/EPDXY ( 16) 10 DS S8 SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (14) 10D X 1.5 S9 SIMPSON HUS28 WOOD 720 2845 - - (30) 16D (10)16D S10 SIMPSON HU212- WOOD 905 1085 - - (16) 16D (6)10D X 1.5 S11 SIMPSON MGT-2 CONC. 3965 - - X12"ANCHORS W/E OXY(22) 10 DS S12 SIMPSON HETA16 CONC. 2035 1225 1055 EMBEDDED (12) 1DD X 1.5 2 STRAPS TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR UPLIFT FLOOR CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO STRUCTURE FASTENERS TO TRUSS NOTES S13 SIMPSON HETAL 12 CONC. 1085 415 1100 EMBEDDED (10) 10 D X 1.5 S14 SIMPSON DETAL 20 CONC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON HGT - 2 CONC, 10980 750 500 EMBEDDED (16) 10 D S16 SIMPS VG - 2 OOD 50 1- 5 p (16) SIDS .25" X 3' S17 SIMPSON MBHU CONC 2175 750 500 "IT (12) X 2.5' ALTERNA E: CUSTOM HANGER PER DETAI BELOW 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 DESIGIN UPLIFTS RELATIVE TO ACTUAL 6" 8" 3.5" MIN 7.5 MIN. TO 8" 2.5"MIN. 7d ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 2900 SQ. FT X50 X 2900 = 19.3 SQ. FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET 9 SQ. FT. NET 19.3 / . = 24 VENTS REQUIRED ENTIRE PERI ETER OF 215 FT / 24 = 8.9 FT 24 VENTS ® 10' C. SCALE: /41NCH ROOF FRAMING LAN SUBMIT TRUSS ENGINEERI G TO ARCHITECT FOR APPR UPUFT 4 F7= 300 F2= 300 I i4 N 8 FT 1022 U1=1012 F1=300 I F2=300 B I F =300 I I I I I =300 I I I I I I I I SB ULIIy FILT GIRDEIK I !PER CUSS t0. UPLIFT 1DOO# I I I F7= 300 F2= 300 I I I I / ! I / S8 UPLIFT 1000/ I I I I I I I I I F1= 300 F2= 300 71 I / I UPUFT 1000/ F1= 300 1 F2= 300 ADVANCE 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.ADVANCED-DESIGN-BUI LDING.COM THESE DRAWINGS AND SPECIRCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dl ADVANCED .i DESIGN @ BUILDING. THEY ARE NOT TOa BE USED ON ANY OTHER PROF CTS 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 SE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE r d �r�l^ CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f SCALE: j INCH S-3 PLAN I f STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 EDITION AND REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME OF PERMITTING. 2. BASED ON ANSI/ASCE 7-10: BASIC WIND VELOCITY = 170 MPH Vu OCCUPANCY CATEGORY = II EXPOSURE B 3. ROOF DESIGN LOADS: DEAD LOADS: 30 PSF LIVE LOADS: 25 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 s 1. HOLLOW LOAD BEARING MASONRY UNITS SJ 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 DOOR TRIM CBS WALL MAN STUCCO FINISH -1x6 P.T. BUCK FASTENERS: (2) CASE HARDEDED COIL NAILS 1.5" X 12" C DOOR FRAME -FASTEN THRU BUCK W/ CONCRETE ANCHORS: SIZE AND EMBED. PER PRODUCT APPROVALS - DOOR TRIM -SEALANT (TYP.) INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C- 270 , SILL PLAN DE 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. VERITCAL REINFORCING: A. ASTM A-615 PER REINFORCING SECTION B. VERTICAL REINFORCING STEEL WILL BE 31 IN. METAL T CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. RUNNER C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED TH 2 1.25" EACH SIDE OF AN OPENING IN WALL, AT DRYWALL CREWS EACH INTERSECTIONS, CORNERS AND ENDS. TRUSS REINFORCING SHALL BE AS SPECIFIED OR MIN. NO. 5 BARS 1 /2 I H HORIZONTAL REINFORCING: PROVIDE #9 LAY OF GAGE, LADDER TYPE HORIZONTAL JOINT DRY ALL REINFORCING EVERY SECOND BLOCK COURSE (1'4" N WET HOOKED IN TO THE BOND BEAM AT NON - S E 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, 1j 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 31 IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLAC D ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLLINS SLAB WITH TWO 1" INCH 9. CELL FILING CONCRETE SHALL BE "PEA OCK" EMBEDMENT HILTI PINS CONCRETE MIX (8" TO 9" SLUMP) OR GROU 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 PR VIDE 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 PLAN COMPLETE TRUSS FRAMING PLANS, INCLUDING CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT THE TR SS 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 WALLS OF BATHROOM 38 IN. METAL TOP/ RUN ATTACH WITH 2 1.25" DRYWALL REWS EACH TRUSS 8" FIRECODI AT GARAGE 25 GAUGE(.015 IN. THICK) , 31 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " Y16 TAPCONS WITH 1" EMBEDMENT TO SLAB) Concrete I Slab TYPICAL PARTITION WALL I SURROUNDING CONCRETE AND MASONRY SURFACES WITH A DRYLOK LIQUID WATERPROOFER LATEX (OR SIMILAR ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. R302.10.1 CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR J"CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 IC TILE PORTLAND CEMENT MORTAR fBED SLOPE TO DRAIN %LL INSULATION TO SAVE FLAME SPREAD INDEX OF NOT MORE FHAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE FHAN 450 PER FBC ?017 RES. R302.10.1 1 /2 INCH LAYER OF DRYWALL CH SIDE OPTIO 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE IC TILE DOOR TRIM SEALANT (TYP.) SLAB 11'STUCCO FINI PRE ENGINEERED ROOF TRUSSES AT 24 INCHES f}AJZ CENTER \ 2 X4 BRAG GAT 96" O.0 WITH 2 -1 D NAILS EACH PT. ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 RES. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A CBS #5 I 16"X18" I CONTINUIb S --MONOL�f 5 0 #IV �I IT�5 CURB DETAIL AT I 12" MIN SOIL TO BOTTOM FOOTING TERIOR GARAGE WALL TD 12"X8" MONOL IC CONTINUOUS MONOLITH 4" #5 0 8„ 12" CURB DETAIL AT EXTERIOR GARAGE WA CEMENT TILE ROOF PER PRODUCT APPROVAL 19/32" EXT. GRADE PLYWOOD SYP 4X8 CDX W. 8 D RING SHANK NAILS AT 4 " O.C. E AND .6" FIELD /�- PT FIRE BLOCKING 5 8" FIRE 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 1x6 P.T. BUCK FASTENERS: (2) CASE HARDEDED 'OIL NIALS 1.5" X 12" O.C. DOOR FRAME FASTEN THRU BUCK W/ CONCRETE ANCHORS: SIZE AND EMBED. PER PRODUCT APPROVALS -SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS o, 2'-0" OVERHANG UNL SS NOTED OTHERWISE CONFIRM LEVEL OR SQUA E CUT RETURNS PRIIOR TO ORER NG TRUSSES ,� 2 X 8 FASCIA 10"-0" A.F or PER BEA PLAN \ V 7/8 INCH HI -RIB LATH AND SOFFIT 0 S T VENTS PER ROOF PLAN BOND BEAM 2 COURSES OF 8" W/ (1) N0. 5 EACH COURSE ! TUCCO FINISH MIN. OVERLAP OF REINFORCING 48" HOF DCI! STUC< AL LADDER TYPE NG EVERY 16" O.C. RECESS 1.0 " S P AT FR NT / D00 ILi/OILELEV. F.F. PER PLANS 4" 0 -0 A.F.F. I 4" SCALE 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 2017 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: i` 3 2� O �% < / (D ,X 3 ©O 10 @15 I J I 3(D ® I OI I I I ® I I I ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3�16" TAPCON SCREWS 12 0/C. MIN. 1-1/4" OR PER PRODUCT APPROVALS ERIMETER SEALANT �- STUCCO FINISH CONC. OR MASONRY 1x4 MIN. P.T. BUCK FASTENED WITH W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. CAULKING JAMB DETAIL (WINDOW) CONC. OR MASONRY CONC. OR MASONRY "OLUMN W/ 1/2" A.B. 9) 2'-0" 0 C VERT. '6" MAX. FROM ENDS) 'ALTERNATE: 2.75" TAP ON 11 GTLV. STL�'TRACK CKET FASTENE TO M 3/16"x1-1/4" LAG SCREWS 1 /4"-20x1 /2" CARRIAGE BOLTS & LOCK NUTS JAMB DETAIL (OHD) MARBLE SILL IN MORTAR BED(OPT) WINDOW PER P. APPROVAL =ASTEN W/ 3/16" DIA X 1-1/4" EMBEDDED TAPCONS ® 16" O/C & PER PR�OUCT APPROVALS SURROUNDING CMU/CONC. SURFACES WITH A DRYLOK U. LIQUID WATERPROOFER LAI ERIMETER SEALANT L S FINI 6" POURED SILL WITH 1 #5 WINDOW OPENING DETAIL CBS WALL ADVANCE DESIGN & BUILDING 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.ADVANCED-DESIGN-BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dl ° ADVANCED DESIGN h SUILDING- THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT SY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRANINGS OR SPECFlCATIONS ARE TO BE MADE W11HOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. S:7- ARCHITECT: BERNARD JONES -C ARCHITECT SEAL: ��...,^.. }.. •^_ DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT e SCALE: } INCH i AT END WALLS: ANCHOR BOLTS: i INCH GALV. WEDGE ANCHORS WITH 6" EMBEDMENT AT 024"O.C. VERTICALLY /6" FROM ENDS AND }"X3"X3" WASHER (HARDWARE COMPATIBLE NTH P.T. LUMBER) 2X6— STUDS O 16" O.0 ANCHOR BOLTS:\ B INCH GALV. WEDGE ANCHORS NTH 6" EMBEDMENT AT 024"0.C. /6" FROM ENDS AND r X 3" X 3" WASHER (HARDWARE COMPATIBLE WITH P.T. LUMBER) SIMPSON SP6 TOP PLATE STRAP W/ 6-10D X 1.5" TYPICAL BEARING WALL DETAIL 2 X 6 WALL AT END WALLS: ANCHOR BOLTS: � INCH GALV. WEDGE ANCHORS NTH 8" EMBEDMENT AT 024"O.C. VERTICALLY /6" FROM' ENDS AND J"X3"X3" WASHER (HARDWARE COMPATIBLE NTH P.T. LUMBER) SIMPSON SP4 WITH \\ 8 D NAILS EACH HOLE\ DOUBLE 2 X 10 HEADER PLYWOOD PLYWOO 38 IN. METAL TOP SANDN1ChED RUNNER ATTACHED WITH 2 1.25" MPSO W/66TOP 100DD X 11..5- DRYWALL SCREWS EACH JJ SIMPSON MSTA 18 14-10DS (TYPICAL)v MID HEIGHT 1 /2 INCH LAYER OF o°A`TTE BLOCKING("AID DRYWALL AT A/C SIDE + (2) 12D NAILS 0 12"O.C.-TYPICAL AT " 5/8 FIRECODE GARAGE SIDE JACK STUDS BOTH SIDES SIMPSON MSTA 12 5 -10DS TO HORIZONTAL n,ernc AND VERTICAL _�12 X 6 PT. BOTTOM PufT3 GAUGE , 38 IN. SIMPSON SP6 TOP PLATE METAL STUDS AT 16 STRAP W/ 6-10D X 1.5" IN. O.C., NON BEARING, 1j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB I to iAT 6/6" X 8`\X MISMENT HEDGE ANCHOR J-BOLT AT 24"O.C./6" FROM ENDS WITH TWO 1" INCH MENT HILTI PINS INCH O.C. (OR 3/6" TAPCONS 1" EMBEDMENT TO Concrete Slab X 6" EMMbOM ANCHOR OR J-BOLT AT ND WALL CONDITION FRAME TO J-BOLT 84"O.C./8" FROM END9 LOCK (METAL FRAME) IN 2 X 4 TOP PLATE ATTACHED WITH (2) 1 D NAILS EACH TRUSS 1 /2 INCH LAYER OF DRYWALL AT A/C SIDE + 5/8" FIRECODE GARAGE SIDE 3/6' X 23/4" TAPCONS CAD 16' STAGGERED AT END WALL O 2 X 4 WOOD STUDS AT 16" OC. 2 X 4 PT BOTTOM PLATE WITH (2) 2 —Y4" TAPCONS ® 24"O.C. 141 Concrete Slab IN -DRYWALL BOARD -CAULKING -ALUMINUM FRAME, SET IN WHITE/CLEAR CAUL FASTEN W/ 25 INCH TAPCONS AT 12 O.C. 6" MAX. FROM ENDS OR PER PRODUCT APPR -1 _X 4 PT BUCK PERIMETER `SCAI.R1tlT_ STUCCO FINISH POURED SILL (6"MIN) NO. 5 BAR SILL DETAIL (WINDOW) (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK �x J- GG'DETAIL FOR WINDOWS IN MASONRY/ NCRETE CONSTRUCTION: 1.) BUCK INSTALLED IN CONCRETE/ MASONRY OPENING WHICH HAS BEEN PR AIRED NTH DRYLOCK LIQUID LATEX WATERPROOFER (OR SIMILAR APPROVE 0 CT) (2. EAL SURROUNDING WITH DRYLOCK WATERPROOFER OR APPROVED AMMA LIQ M�SID k FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASONRY AND RETALL FOUR SIDES( JAMBS, SILLS AND 3.) ALL INSTALLATIONS PER FMA/AA M A OOR 'MANUFACTURERS REQUIREMENTS L_ — — — — — — ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS SEALANT (CAULKING) ON THE EXTERIOR SIDE OF THE WINDOWS SHALL MEET THE REQUIREMENTS 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. TYPICAL BEAM STEP IN ELEVATION DETAIL CBS WALL STUCCO FINISH -1x6 P.T. BUCK FASTEN W/ 1.5" CASE HAR NAILS(2) ® 12"O.C. (6 INCHES FROM ENDS) -DOOR TRIM FASTEN THR(TBUCT'WN/ CONCRETE ANCHORS SIZE/EMB. PER P. APPROVAL — DOOR TRIM SEALANT (TYP.) 11IaI41Gil:41 IVAl HEAD/JAMB DETAIL (DOOR) (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK (1) NO. 5 BAR VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL ADVANCE 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 DRAWNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN & BUILDING. THEY ARE NOT 4 BE USED ON ANY OTHER PRO,ECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITEN AGREEMENTS WTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WIICH ALTER THE INTENT OF THESE DRAWNGS OR SPECFICATIONS ARE TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT _ SEAL: DATE: ^�^ CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH D-2 PRE ENGINEERED ROOF TRUSSES AT 24 INCHES ON CENTER 2 COURSES OF BOND BEAM WITH ONE NO. 5 BAR EACH COURSE 8 " CONCRE < BLOCK WITH VERTICAL REINFORCIN PER PLAN CONCRETE SLAB PER FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS 0. CEMENT TILE ROOF APPROVAL i �`€XT!GR?cB€'PL -O" OVERHANG UNLESS 4X8 CDX W. 8 D RING OTED OTHERWISE SHANK NAILS AT 4 " O.C. 4ONFIRM LEVEL OR SQUARE CUT EDGE AND 6" FIELD ETURNS PRIOR TO ORERING a CONNECTOR PER TRUSSES � r 2 X 8 FASCIA 4PER BEAM PLAN 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR Y," BRIDGE STAPLES AT 4"O.C. CAST-CRETE LINTEL ASSEMBLY WITH 1 N0. TUCCO FINISH 5 BAR EACH COURSE IIITYPICAL PORCH COLUMN 8 " CONCRETE BLOCK COLUMN WITH VERTICAL REINFORCING PER PLAN \ ISOLATED CONCRETE FOOTIN OR MONOLITHIC PER FOUNDATION PLAN SEE S-1 FOR SIZE AND STEEL ELACEMENT 4" PORCH SLAB 0 Ff ONT ENTRY DETAIL W/ COLUMN DETAILS 2 X 4 CFZqSSBI AT PEAK A D 4 O.C. W/ (3 1 EACH END 2 X4 BLOCKING THE BOTTOM CF (2 ) 16 D NAIL ( 3) 16 DS- P PRE ENGINEERED - ROOF TRUSSES AT 24 INCHES ON CENTER 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR %- BRIDGE STAPLES AT 4"O.C. ALL WIRE LATH ATTACHMENT TO MEET FBC R703.7.1 /ASTM C1063 -11 A TILE ROOF PER 19/32" XT. GRADE PLYWOOD -0" OVERHANG UNLESS 4X8 CDX W. 8 D RING N TED OTHERWISE SHANK NAILS AT 4 " O.C. C NFIRM LEVEL OR SQUARE CUT GE AND 6" FIELD TURNS PRIOR TO ORERING Cf1NIJFCT(1R PFIl TRUSSES 8 " CONCRETE BLOCK COLUMN WITH VERTICAL REINFORCING PER PLAN \ ISOLATED CONCRETE FOOTING OR MONOLITHIC PER FOUNDATION PLAN SEES A FOR SIZE AND STEEL PLACEMEWIT PORCH SLAB 0. I `2 X 8 FASCIA 4PER BEAM PLAN CAST-CRETE LINTEL ASSEMBLY WITH 1 NO. 5 BAR EACH COURSE PICAL PORCH COLUMN REAR PORCH DETAIL SECTION W/ COLUMN DETAILS 3) 16 DS 2 1)(4 PRE- (3) 16 (3) Ds DS e I _ ACNG EWINE ERE D I RILESES '" .0 o FO T D NAILS (3) 16 DS o IN B EN e ORDS S EACH E ( 3) ro DS @16 "C.0 X 4 RAT RLPJ B CING OND 0 f3r 16 DS e X e 8 ft rYPICAL, GABLE WALL BRACING SECTION CONCRETE BOND BEAM 'D/ 3211 E PATTERN : K I A Ti f" nA I FIELD PATTERN PLYWOOD NA D RING S HgNK DGES AND 6 LATH AND STlCCO 4ZH PER •D GABLE END U_ 0 2 X 6 AT 16" O.0 STRONG BACKS CONTINUDLE TO THE ROOF SI-EATHNG 2 X 6 PT PLATE VWM 2 - 2-4 INCH TAPCONS EMBED AT 8" O.0 ADVANCE DESK-Tl & 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 DRANINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC.dW ADVANCED / DESIGN k BUILDING THEY ARE NOT 0 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 SPECITCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: MARSH LANDING HOUSE ADDRESS: 7233 MARSH TERRACE, PORT ST. LUCIE DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH D-3 10' CL 11' CLG 11' CLG m i`-10' 4 M y r P2 f I A7 11' CLG Pi I I A8 I N I P1 i 10' CLG 11' CLG A8 _I N 10' CLG Z co z A9 wl WI N oa P1 Oua Of— A9 N u_ I P1 U_ A9 *ILL P1 *ILL —............_ Q I P1 (L14 N oa oa A9 �IIIv P1 C.14 �1t P1 N I I P1 as N � 10'CLG 702 P3 { 12' CLG 10' CLG (TYP) H 14' CLG BY V2 SO' CLG C1 IR, I I N I OBYOTHIRS ION —NA Y/j14' CLG W2 10' CLG A 10, D1 BRG WALL 10' CLG 1ON BY OTHERS u[ 1 N _ D3 'w A 8' CLG TYPICAL END DETAIL 50 i2 D TRUSSES 1/411 = 11 � 0" BEARING ELEVATIONS MOD 9 11 8'-0° T.O.B \ 10-0" T.O.B.—� 14'-0" T.O.B. =27 c WALL b CLG. HEIGHTS a CL MAIN HOUSE Li DGER ELEVATIONS I U LDIINJ COMPONENTS ' LGRI - 8'-0" BOTTOM of LEDGER iRM BUILDING � T WALL& CLG. HEIGHTS A.F.F. OF MAIN HOUSE MPSON Strong -Tie TRUSSES@RMBCLLC.COM 0 e z: - LEFT SIDE OF TRUSS iNOT SET TRUSSES USING THIS LAYOUT ! LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES HANGERS 'QTV TYPF CARRYING MF"BFR CARRIFC MEM3ER '. DATE DESCRIPTION LUS24 4-10d 2-10d HUS26 14-16d 6-16d HGUS26 20 16d 8-16d HGUS26-2 20 16d 8-16d HUS28 22-16d 8-16d HHUS28-2 22-16d 8-16d HGUS28-2 36-16d 10-16d THA422 22-16d 6-16d THAC422 22-16d 6-16d L�8-16d 6-16d REFERENCE USS410 46 4-16d 4-16d j HUS48 6-16d 6-16d G I ri LTHJA26 20-10d `HIP = f 4-1 - JACK - 4-10dx1 1/2' *Attach handers to 1-ply girders i < �`" ' ' w/ 1 1/2' 10d nails. *Attach hangers to 2-ply girders LOADING j w/ 16d nails. i TC LL 20 PSF *Truss manufacturer supplies hangers R, TC DL 20 PSF' for truss to truss connections. O *All hangers connecting trusses to BC DL BC TYPICAL 10 PSF building structure are determined by V LL ATTIC W/O STORAGE F 1O PSF building designer and supplied by builder. BC LL AS NOTED 20 PSF ATTIC Light STORAGE v I� BC LL AS NOTED 40 PSF' ATTIC LIVING SPACE_ Do not lift single trusses with spans greater than 30' DURATION 1,25 by the peak. Do not attach cables, chains or hooks DEFL, TOTAL L/240 to the web members. Refer to BCSI 1-03 Summary - Sheet provided for proper handling, installing and WIND SPEED 170 MPH bracing methods. 2017 FLORIDA BUILDING CODE 'ATTENTION FRAMERS/CONTRACTOR ASCE 7-10, CAT, II, Enclosed Trusses are not to be cut or altered for any reason. EXPOSURE C If there is a problem, you must follow the procedures listed below: MEAN HEIGHT 20'-0' (1) Notify RMBC immediately. TC LL XX PSF (2) Secure proper Engr rgr'd for any repair. FTC DL XX PSF RM BUILBING COMPONENTS will not honor any backcharges f L_ unless authorized by a RMBC Representative. BC DL XX PSF o *Roof trusses are not designed for additional attic TOTAL LOAD � XX PSF storage loads, unless noted otherwise. DURATION 1.00 *Attic frame trusses noted as storage/mechanical R DEFL TOTAL L/360 rooms are designed with additional 30 PSF BC LL *Attic frame trusses noted as attic living space are designed with additional 40 PSF BC LL SHEET I O F LAYOUT TECH: RM *WARNING! Inadequate size and/or fastening of bracing ENGR TECH: RM material is a major cause or erection dominoing. FILENAME: 00383.dwg +Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. !eFor proper installation of truss to truss connections,' refer to hanger installation guide for attachment purposes. *This truss placement diagram is for the use of the ''Xie (Ounty fabricator, general contractor, and truss erection contractor. It is not intended to be a substitute for -� a framing plan, which is the responsibility of the V) architect or engineer of record to provide. J cl� ;*Trusses are designed in accordance with the EL ANSI/TPI 1-2014 National Design Standard for metal a> plate connected wood truss construction. Refer to BCSI 1-03 Summary Sheet for bracing --' CZ r & truss design dwgs for additional permanent bracing. *FIELD BRACING is not the responsibility of the truss { I — fabricator, truss designer, nor plate manufacturer. L s LGPersons erecting trusses are cautioned to seek ' I professional advice regarding erection bracing which II C7 g is always required to prevent toppling and dominoing. LiJ � jolt is the responsibility of the builder to provide adequate access roads into and through the site \ -1 r-) j for the safe delivery of trusses. ( N d*WARNINGI The consequences of improper handling, erecting, and bracing may be collapse of the J 00 structure, or worse, serious personal injury or death. <i EL U o I - __J D 11AN1 11" Ln i CO CD r� Approval of this truss placement is necessary -0 = CD O before production can begin. Verify all dimensions, Q spans, pitches, overhangs, elevations, and bearing CC conditions. Acceptance of this truss placement W assumes total responsibility. The trusses will be :2 built in strict accordance with this placement. Q m o SIGNED U O - 0 I O I J DATE—