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DRAWINGSSUNROOM NOTES: 1. ALL EXISTING DOORS AND WINDOWS TO MAIN HOUSE TO REMAIN. NO IMPACT PROTECTION IS NEEDED FOR THESE EXIST. WINDOWS & DOORS 2. ALL GLASS WINDOW & DOOR CONNECTIONS PER PRODUCT APPROVAL OR N.O.A. * = IMPACT GLASS DESIGN PRESSURES BASED ON 20' MRH MULLIONS PER P.A.: FL17472.2 ELECTRICAL PER CODE BY OTHERS Al BUILDING DATA NEW SMOKE DETECTOR OCCUPANCY CLASS R-2 LEVEL OF ALTERATION 2 FLOOD ZONE : A7 - BASE FLOOD ELEVATION : 12' HOUSE FINISHED FLOOR: 14.78' ELEVATION SUNROOM FINISHED 14.41' FLOOR ELEVATION EXIST. EERO-COMPLIANT WINDOWS TO REMAIN BATH 1 ;jzlpitl LIVING ROOK! EXIST. WINDOW TO REMAIN SD t4" EXIST. COVERED PATIO <±,4 11'-9i( 12'-2A [ 10' r LOOR PLAN GORY IV SUNROOM AABLE CONDITIONED SPACE) NEW SMOKE DETECTOR o rD •• wBOYNTON W/ 10YR BATTERY SD (TYP. OF 6) SD revisions no. date KITCHEN EXIST. WINDOWS EXIST. SGD TO REMAIN TO REMAIN EXIST. WINDOW TO REMAIN SD t4" EXIST. COVERED PATIO <±,4 11'-9i( 12'-2A [ 10' r LOOR PLAN GORY IV SUNROOM AABLE CONDITIONED SPACE) FRONT ELEVATION Al THESE PLANS CONFORM TO THE FBC 2014 ED. DESIGN BASED ON 170 MPH ULTIMATE WINDS, EXPOSURE "Cu, CATEGORY II A/C OPENING - 8"X12" CONIC. CAP W/ 4-#5 REBAR m f x= ric - 5'-6" j. 5'-5" T 10'-11" i— EXIST. SGD TO REMAIN DINING ROOM EOR TO REMAIN BATH 2 1 SD GARAGE 151a (; D� SD BEDROOM 2 HR GLASS WINDOW P.A.: FL15970.1 DESIGN WIND PRESSURE: ZONE 4 R.0.=64"X57' D.P. = -41.1 +37.7 EXIST. HOUSE EXIST. CONC. SLAB WITH CONT. 8"X8" MIN. FTG. PT2X FILLER (TYP.) ANCHOR EA. ADD'L. PLY W/8d NAILS 0 12" C.C. PT2X6 EA. SIDE OF COL #14x2 1/2" TE K SCREW 12" C.C. (TYP.) EXIST. 3X3 STL. COL. DOOR BUCK N.T.S. PT2X FILLER (TYP.) PT2X6 EA. SIDE OF COL #14X2 1/2" TEK SCREW i1 _ 12" C.C. (TYP.) EXIST. 3X3 E STL. COL. WINDOW BUCK N.T.S. EXIST. DBL2X10 CARRY BEAM TWO NEW 2X6 TWO; ROWS 16d NAJLS 0 12" C.C. MAX PER PLY SECTION A -A N.T.S. MASONRY NOTES 1. CONCRETE UNITS TO BE ASTM C 90. ASTM GRADES NI OR Nil. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) 2. MORTAR TYPE M PER ASTM C 270-91o. 3. CONCRETE FILL A. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. B. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. C. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER. 4. VERTICAL REINFORCING: A. ASTM A615 -92b PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. 5. GENERAL: A. STRUCTURAL DESIGN IS IN ACCORDANCE WffH A.C.I. 530-05/ A.S.C.E. 5-05/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1. 530.1-05/A.S.C.E. 6-05/T.M.S. 602-05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH.CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. -INSIDE- CONT. 6" WIDE X 18GA. GALV. METAL WATERSTOP EMBEDDED 3" MIN. INTO FOOTING 10" LG. #4 REBAR DOWELL MIN. 4" INTO EXIST. SLAB SET IN EPDXY ® 24" O/C CONT. 8"X8" FORMED AND POURED CONC. /CAP WITH 1-#5 REBAR CONT. DOWELED MIN. 4" INTO EXISTING CONC. COLUMNS AND HOUSE WALL SET IN EPDXY (U.N.O.) -OUTSIDE- - VERT. / CORNERS, AND ® 4 0" OCENDS' MAX. HOOKED INTO FOOTING 8" CMU WALL F EXIST. 4" CONC. SLAB —j TYP. CBS WALL SECTION -----� _-___ r,� ,-r y - y - ���� yvvvFax - • t . i1 o rD •• wBOYNTON TARNOWSKI !1EBOWIE CIVIL & STRUCTURAL ENGINEERING 7300 N.W. 5th Street Phone 954) 727 — 2027 , FL. 954 727 — 9644- Plantation33317 CATEGORY IV SUNROOM FOR: ES.(CORRECTED $�S LK©R BEACH, FL. CONTRACTOR: NIXON EXTERIORS d � � o !-3 revisions no. date • �•R. 5 DZONE . t: R.O. D.P. 1 � I Itll•���1•!i�lff��i��l•!•�� s FRONT ELEVATION Al THESE PLANS CONFORM TO THE FBC 2014 ED. DESIGN BASED ON 170 MPH ULTIMATE WINDS, EXPOSURE "Cu, CATEGORY II A/C OPENING - 8"X12" CONIC. CAP W/ 4-#5 REBAR m f x= ric - 5'-6" j. 5'-5" T 10'-11" i— EXIST. SGD TO REMAIN DINING ROOM EOR TO REMAIN BATH 2 1 SD GARAGE 151a (; D� SD BEDROOM 2 HR GLASS WINDOW P.A.: FL15970.1 DESIGN WIND PRESSURE: ZONE 4 R.0.=64"X57' D.P. = -41.1 +37.7 EXIST. HOUSE EXIST. CONC. SLAB WITH CONT. 8"X8" MIN. FTG. PT2X FILLER (TYP.) ANCHOR EA. ADD'L. PLY W/8d NAILS 0 12" C.C. PT2X6 EA. SIDE OF COL #14x2 1/2" TE K SCREW 12" C.C. (TYP.) EXIST. 3X3 STL. COL. DOOR BUCK N.T.S. PT2X FILLER (TYP.) PT2X6 EA. SIDE OF COL #14X2 1/2" TEK SCREW i1 _ 12" C.C. (TYP.) EXIST. 3X3 E STL. COL. WINDOW BUCK N.T.S. EXIST. DBL2X10 CARRY BEAM TWO NEW 2X6 TWO; ROWS 16d NAJLS 0 12" C.C. MAX PER PLY SECTION A -A N.T.S. MASONRY NOTES 1. CONCRETE UNITS TO BE ASTM C 90. ASTM GRADES NI OR Nil. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) 2. MORTAR TYPE M PER ASTM C 270-91o. 3. CONCRETE FILL A. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. B. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. C. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER. 4. VERTICAL REINFORCING: A. ASTM A615 -92b PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. 5. GENERAL: A. STRUCTURAL DESIGN IS IN ACCORDANCE WffH A.C.I. 530-05/ A.S.C.E. 5-05/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1. 530.1-05/A.S.C.E. 6-05/T.M.S. 602-05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH UFT OVER 4'-0" HIGH.CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. -INSIDE- CONT. 6" WIDE X 18GA. GALV. METAL WATERSTOP EMBEDDED 3" MIN. INTO FOOTING 10" LG. #4 REBAR DOWELL MIN. 4" INTO EXIST. SLAB SET IN EPDXY ® 24" O/C CONT. 8"X8" FORMED AND POURED CONC. /CAP WITH 1-#5 REBAR CONT. DOWELED MIN. 4" INTO EXISTING CONC. COLUMNS AND HOUSE WALL SET IN EPDXY (U.N.O.) -OUTSIDE- - VERT. / CORNERS, AND ® 4 0" OCENDS' MAX. HOOKED INTO FOOTING 8" CMU WALL F EXIST. 4" CONC. SLAB —j TYP. CBS WALL SECTION -----� _-___ r,� ,-r y - y - ���� yvvvFax - "I I-` o rD •• wBOYNTON TARNOWSKI !1EBOWIE CIVIL & STRUCTURAL ENGINEERING 7300 N.W. 5th Street Phone 954) 727 — 2027 , FL. 954 727 — 9644- Plantation33317 CATEGORY IV SUNROOM FOR: ES.(CORRECTED $�S LK©R BEACH, FL. CONTRACTOR: NIXON EXTERIORS d � � o !-3 revisions no. date - 1 C.T.«Gil's TA WSKI P.E. # �� SUNROOM CATEGORY) 02/18/ 16 (BUILDING DEPT. COMMENTS -W.T.F.ENGIEERIN+ 25' h �� C) ' ` , I ` 35' SITE PLAN FOR: BOWIE RES. 3800 S LAKE DR BOYNTON BEACH, EL_. CONTRACTOR: NIXON EXTERIORS b m atz Q N 00 t 'b l a k2 " C.T. �rUS ' ;: c � 5 C?, to irn1 1, M iA iF O Z ` CJ , � a 4 ` U N EXIST DRIVEWAY � � , t %n R=25.00' L=39.27' `. A=90'00'00" 25' THESE PLANS CONFORM TO THE FBC 2014 ED. 0 M N1W64`23'E 150.03' i� N 35'-7" —2" EW StINR00M j� F.F.- 14.41' Qp EXIST. POOL 15' X 30' EXIST. ONE STORY RESIDENCE F.F.: 14.78' EXIST DRIVEWAY N1 20' ASPHALT S. ME DRIVE SITE PLAN FLOOD: DATA FLOOD ZONE A7 SASE FLOOD ELEVATION : 12' HOUSE FINISHED FLOOR: 14.78' ELEVATION SUNROOM FINISHED 14.41' FLOOR ELEVATION Engineering Business CA 00009677 rD - . ■ ---" h �� C) ' ` TARNOWSKI VEENGINEERING CIVIL & STRUCTURAL ENGINEERING 7360 NX 5th Street Phone (954} 727 — 2Q27 Plantation, FL. 33317 Fax (954) 727 — 9644 SITE PLAN FOR: BOWIE RES. 3800 S LAKE DR BOYNTON BEACH, EL_. CONTRACTOR: NIXON EXTERIORS b m atz Q N 00 revisions date a k2 " C.T. �rUS ' ;: c � 5