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HomeMy WebLinkAboutFLOOR PLANBUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS < SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING t EMBEDMENT BUILDING DESIGN PRESSURE EXPIR, DATE APPROVAL" EVALUATION AGENCY PRO DESIGN PRES E66URE WINDOWS (SINGLE HUNG) SH-100 (IMPACT) PGT 5/16" x 2 3/4" TAPCONS EVERY HOLE. ALL WINDOW SIZES SAME ATTACHMENT. WORST CASE SCENERIO CALCULATED +40,5 / -54.2 +80.0 / -80,0 03/26/2021 11-0630.08 MIAMI / DADE WINDOWS (IL, ROLLER) HR-810 (LARGE) HORIZONTAL ROLLER pGT +42,0 / -51,0 +90,0 / -130,0 II/01/2022 1_n 11 n MIAMI / DADE FRENCH DOOR (FIBERGLASS) FD-150 (IMPACT) FGT 114" x 2 3/4" TAPCONS / 012 HEAD +40,5 / -54,2 +70.0 / -80,0 02/24/2020 il- 4.04, MIAMI / DADE SLIDING GLASS DOOR SGD-110 (IMPACT) PGT I/4 x 2 3/4 TAPCONS / 012 HEAD +40,5 / -54,2 +60.0 / -60,0 02/12/2020 11-0420,11 MIAMI DADE / PANEL DOOR (FIBERGLASS) FIBER CLASSIC (IMPACT) THERMA-TRU 114" x 2 3/4" TAPCONS / 012 HEAD +40.5 / -54,2 +61.0 / 401,0 N/A FL-5891,4 MIAMI / DADE PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGNPRESSURE EXPIR, DATE TYPE, SIZE, SPACING d EMBEDMENT APPROVAL" EVALUATION AGENCY PRODUCT DESIGNPRE58URE NA +18.1 / -28,8 NA STUCCO NA STUCCO ON MTL. LATH NA MIAMI / DADE 5UILDING DATA 4 DESIGN PRESSURE SGHEDULE PROJECT/NAME TULGAN RESIDENCE ARCHEC ITT M.A. CORSON t ADD RESS: BRIAR 2105 N.W. GREENLN, ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: I. WIND LOADS BASED ON F.B.G. 201 (6TH ED,) 8. WALL ZONE (PSFJ: 4) +42.4 / -46.0 4 ASCE 1-10, AND N.E.C. 2014 5) +42.4 / -56.1 2, BUILDING DESIGNED AS: ENCLOSED OPEN 3, GARAGE DOOR (PSF): +3r / -40.4 3. MEAN BUILDING HEIGHT: 12' FT. ROOF PITCH: 044 /12 10, LOADS: FLOOR SO Per INTERNAL PRESSURE COEFICIENT +/- : 0,18 ROOF/§EAD 15 PSP ROOF LIVE 30 PSF 4, WIDTH OF END ZONE: 4' 11. SHEAR WALLS CL3NSIDERED FOR STRUCTURE? WIND SPEED: ALT. Il0 MPH 3 SECOND GUST - YES X NO NOMINAL: 132 MPH NA 12, CONTIUO NUS LOAD PATH PROVIDED7 5. BUILDING CLASSIFICATION TABLE 1-I. ASCE 1_ YES X NO F.B.C. TABLE 1604.5 13, ARE COMPONENT < CLADDING DETAILS PROVIDED? 6. 1. EXPOSURE CATEGORY: C ADJUSTMENT FACTOR: 1,45 COMPONENTS a CLADDING WIND PRESSURE ON: YES X NO 14. SOIL BEARING CAPACITY: 2500 Ps. ROOF ZONE (I -SF): U +24.5 / -38.S PRESUMPTIVE: BY TEST: X 2) +24.5 / -61.8 3) +24.5 / -132.8 S. TYPE CONSTRUCTION (TABLE 60U IIB -ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S.F. EFFECTIVE WIND AREA) F,B.G. 2011 (&TH EDITION) FOR EXISTING BUILDINGS SUMMARY: THE ALTERATION AREA HAS BEEN DESIGNED TO: LEVEL 2 • Chapter 5 of the FBI 2011 Existing Building • less than 509. of the aggreregate area • The lateral -force -resisting system of the existing structure is adequate to withstand any new lateral loads of the new addition per Section 601.5 of the 2011 FBC Existing Buildings. • The existing residence has hardwired smoke alarms and the new addition shall be hardwired and Interconnected to the exist, system where accessible Per R314.3 2011 FBC, THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 8 -Chapter 8 of the FBC 2011 Existing Building < 2011 FBC E CHAPTER 6 OF ASCE 1-10 GENERAL ADDITION NOTES: -THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR). -OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. -EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE VERIFIED BY OWNER AND/OR CONTRACTOR (SUE -CONTRACTOR) EXAMPLE: EXISTING EXTERIOR FINISHES, TRIM MATERIALS, ETC. -OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) 15 RESPONSIBLE FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. •M.A. CORSON ! ASSOC. INC. SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. , 03 DOWELS 6 32" O.C. x TRENCH WIDTH, DRILL < EPDXY 6" INTO EDGE OF EXIST. SLAB MID -DEPTH. 01 OEM r'R:ffFNW .......................................................................... ................................... .................................. „...................................... ......... ........................................... bl.....u.u.u.au.au....u...... .1.....la\111.........111.1puuuLluuu.uull.....1 A..................uou...uu.u...... ..................... 03 BAR 6 MIL. VAPOR BARRIER ON jj �CEENNTERE}D� (�j� p ��p1 ¶� /CrOMM/PACjTjED t TREATED FILL. S� Q (1Ji11�1y1.1L E 1�1"il JL �i.�H 3/4YY= 9®VY NOTE: SLAB PATCH FOR MECHANICAL TRENCHES - MATCH 1l EXISTING THICKNESS BUT NOT LESS THAN 4" REMOVE EXIST. SGC: t REPLACE W/ NEW SGD - VERIFY HT, W/ CONC. OVER -POUR RECESS SLAB PER MANUF. m m Un 2 s" NEW SH H35 2'2"xV 3" all x MASTER W i BEDROOM BREAKFAS7 8 O CLG. HT, 3 I' x 5 3" SH 25 NEW - Pill 13' S" NEW SH 1435 2'2"x5'3" NEW SH 3' I"X5'31, V �" W TUB 3' O" TEMP. M. BATH SHWR. EN ENCLOS, `r m 8'O" FLAT CLG. 16' 2" - - ---------------- Inen _ cab. D 2, 8" ATTIC ACICESS: m I ILi, 3„ I ' i 9' Ou 1 w ' W'lI C. J ----- R 6 S AREA CALCULATIONS Exist. AC 2950 S.F. Renovated Space 816 S.F. Contractors to verify all footages All areas are calculated to outside dimensions. DEN LIVING ROAM I EXIST. CATH, CLG. 1 ; 1 , I � 1 IY: 1 I : 1 I ' 1 ;1 I : , 1 1 1 1 1 1, (EXISU ' 'l`E EXIST. 1 1 li 1/2 WALLS - VERIFY I DINING W/OWNER I EXIST. CATH. CLG. 1 I { REMOVE EXIST NON -LOAD FOYER I ERG. WALL t DOORWAYS - I VERIFY W/ OWNER 1 1 1 1 1 r ---------------- 9 O ______ _ 4 4 _ - - - - - -- li KITCHEN 8'0" CLG. HT, 0 21' 10" v MM7 0 ml�= 010;[1© n 18' 6" 15, 1�" W z NEW SH 3. I"x5'31, EGRESS (VERIFY W/ WINDOl MANUF.) n m n=W x y=j Q 'zd m m 0 z L ro� t< O LL W z AHU 6 1" X4 NEW N.R. !V � Ln N O v 0 LUALL LEGEND ® HOLLOW d HATCHED = EXISTING WALL TO REMAIN - SOLID = NEW WALLS ---------- DASHED = EXISTING '------ ------ WALL TO BE REMOVED NEW F.G. 3'a"xl'0" =ice m� BEDF200M 2 12' 4 26' O" II' 4" 6, OIT I- all NEW N.R. GARAGE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 { { 1 EGRESS 6'1"x4' 14EW H.R. ag' SCAN YEi) BY 8C77 -ca(4 / ST LUCIE COUNTY BUILDING DIVISION REVIEWS FOR COMP N REVIEWEIP BY DATE % �1 PLANS AND PERMIT MUST BE KEPT 0 JOB OR x NO INSPECTION WILL BE MADE THESE PLANS AND ALL PROPOSED N,'O ARE SUBJECT TO ANY =O ?,ECTW RcW1iRED iX J {t�&f� .Is li'• I.::T ' kill(!C�iNW-RCESp'+rAW IN ORDER TO \iopt IniiTil i... �Y'I.Ir.r'.L7 CONCFAIED FASTENERS OR ATTAfHIff1iTS ARE THE RESPONSINUTY OF THE COKMCTOR OF RECORD 6' oil. I' all NEW H.R. RECEIVED vu== R 9 (099 R 14 C=== �U- CvFy JUL 10 2018 ST. Lucie County, Permitting DATE 06/28/IS DRAWN BY: FJe me CHECBED Mc REVISIONS CONCRETE I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI a 28 DAYS. B. SLUMPS SHALL BE 4 INCHES MINIMUM AND Co INCHES MAXIMUM. C. CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. WOOD I. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE" MOISTURE CONTENT MUST BE IS% OR LESS, STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES 02 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0,40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING, ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-155 AND CONFORM TO ASTM A653, ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM AI53 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM 56S5 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. WOOD CONNECTIONS -ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE, USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL, TOE NAILING WILL NOT BE PERMITTED. FLUM51NG NOTES It Shall be the reaponslbflity of the plumbing contractor to produce an operational system In accordance with these drawings. Installation and materials shall be In accordance With the Standard Plumbing Code and all local codes. Plumbing contractor shall verify location, elevation, and size of existing mains before Installation is started. Fixtures shall be protected against Water hammer with air chambers as required by code. Provide shutoff valves In the potable water supply and each piece of equipment. All hot and cold water lino shall be copper type I" for under- ground and type 'M" for above ground Installation w/ sliver soldered joints. p- e ATTACH WINDOW TO BUCK THROUGH FIN (SCREWS PER MANUF, SPECS) COVER W/ STUCCO 6 CAULK JOINTS CONT. BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ, BEHIND FIN OR FLANGE < - CONNECTION BETWEEN WIN, FRAME 4 STUCCO, ALUMINUM WINDOW ATTACH WINDOW TO BUCK THROUGH FIN (SCREWS PER MANUF. SPECS) — COVER W/ STUCCO E CAULK JOINTS CONT. BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ. BEHIND FIN OR FLANGE CONNECTION BETWEEN WIN. FRAME l STUCCO. ALUMINUM WINDOW 5/5" STUCCO FINISH - MATCH EXIST, FILLED BLOCK CELL OR POURED CONIC, COL. - SEE PLANS ALIGN 2x6 P.T. BUCK W/ EDGE OF BLK. WALL t FINISH W/ 3/4" P.T. FUR STRIPS t 1/2" DRYWALL GARAGE DOOR ATTATCHMENT 2 x 6 P. L WOOD BUCK 70 CONC. T t 8' HIGH 2 x 6 P.T. WOOD JAMB FASTENED W/ DOOR: 1/2" DIA. x 5" REDHEADS W/ 2" SQUARE WASHERS, 6" FROM TOP AND BOTT. 4 MAX. 16" O.G. (VERIFY LOCATIONS, SPACING k TRACK FASTENERS W/MANUF. SPECS) TRACK BRACKETS 70 P. T. BUCK 1 HIGH DOOR: 5 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS RE&D, BY MANUF, AT EA, SIDE. 8' HIGH DOOR: 6 - 3/8" x 1 5/8" LAG SCREWS WITH WASHER HEADS, SPACED AS REQb. BY MANUF, AT EA, SIDE, SLIDING GLASS DOOR ATTACHMENT 1x3 P.7. IUOOD BUCK /N57ALLA7/ON 1/4" TAPCONS 9 16" O.C. MAX. 6 WITHIN 6" OF CORNERS OR PER DOOR MANUF, ATTACH THRU FRAME AND BUCK INTO BLOCK W/ 1 1/4" MIN. PENETRATION INTO BLOCK WALL 2x4 P. L WOOD BUCK rO CONC. 1/4"x2 3/4" TAPCONS ® 12" O.G. t WITHIN 6" OF CORNERS DOOR FRAME rO 2x P. L BUCK. SILL: T - 010 x 1 1/2" PH CP EMS CENTERED AT 6" FROM JAMB, HEADERS: 8 - 1/4" x 1 1/2" LAG SCREWS CENTERED AT 6" FROM JAMB. JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED AT 6" FROM HEAD AND SILL. SWING DOOR ATTACHMENT 2x4 R 7. WOOD BUCK 70 CONC, 1/4"x3 1/4" TAPCONS (STAGGER) SPACE 9 12" O.C. < WITHIN 3" OF CORNERS. (MIN. 11/4" EMBED.) NOTE DOOR 8UCK5 MU57 BE WORR 714,4N THE DOOR ✓AMBB- 2x6 P.T. WOOD BUCK ANCHORED TO CONC. BEAM, SILL 6 WALLS W/ 1/4"x3 1/4" TAPCONS (STAGGER) SPACE a 12" O.C. d WITHIN 3" OF CORNERS. (MIN. 1 1/4" EMBED.) COMPOSITE OR POURED CONCRETE TIE -BEAM - SEE PLANS ALIGN 2x6 P.T. BUCK W/ EDGE OF BLK. WALL < FINISH W/ 3/4" P.T. FUR STRIPS t 1/2" DRYWALL COAT ENTIRE ELK. OPN'G. W/ VULKEM 350 SEALANT FOR WINDOW FLASHING PER 201-1 F.B.C. (6TH ED.) RT03,4 (1.4) SET 2x6 P.T. WD. BUCKS IN BED OF VULKEM i16 LIQUID FLASHING OR EQ. SEALANT, ANCHOR BUCKS TO CONC. BM„ SILL t WALLS W/ 1/4"x3 1/4" TAPCONS (STAGGER) SPACE o 12" O.C. t W/I 3" OF CORNERS. (MIN. 1 1/4" EMBED.) COAT FACE AND RETURNS OF BUCKS W/ VULKEM 350 SEALANT OR EQ, ATTACH WINDOW THRU BUCK W/ 1/4" TAPCONS AT EVERY HOLE OR PER MANUF. W/ 1 1/4" MIN. PER 2011 F.B.C. (6TH ED,) R103.4 (1.4) INSTALL PER FMA/AAMA 200-12 WINDOW INSTALLATION SPEC. WOOD SILL W/ SKIRT TRIM _ VERIFY DESIGN W/ OWNER 6" MIN, POURED CONC. SILL W/ I •5 BAR W/ 8" HOOK BARS INTO FILLED CELLED WALL BEYOND (TYP. ALL WINDOWS) 2OOe1 9®00 ELECTRICAL NOTES Electrical contractor shall comply with the N.E.G, and all applicable codes or authorities having jurisdiction. Electrical contractor to coordinate exact locations of all hvac equip, d It's loads w/ mach, contractor before roughing -In for proper power and wiring control layout and Installation. All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor. All 110 V, 10, IS and 20A. receptacles Installed outdoors and in bathrooms shall have ground fault circuit interrupter. Unless otherwise noted, minimum size wire shall be 012 "AWG" excluding control Wiring. Smoke detectors to be powered by house electric service w/ battery back-up. Visible "Power on" Indicator and a test button. Verify all conductors and breakers w/ egiup, manuf, specs. All elect, switches shall be 48" a.f.f. unless otherwise noted. All receptacles shall be 12" a,f.f. unless otherwise noted. Closet lighting shall be min. 18" clear from edge of shelves. NOTES: • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK DUROCK SHALL BE USED IN ALL DAMP LOCATIONS d IN ALL FLOOR TILE AREAS PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS • ALL BATH ROOM WALLS SHALL BE INSULATED • ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED • ALL FRAMING (WALLS t ROOF) LUMBER TO HEMFIR Fb 1000 MIN, 111WON 100 C? Ii NRWF 2" VTR "LLAV I ' 31, uj,IC. / 2" SHWR. 52"UB 3" M. BATH TIE-IN TO EXIST SANITARY FLUl" i81NIS RISER DIAGRAM VENT TO REAR OF STRUCTURE CONTRACTOR TO VERIFY ALL PIPE SIZES -PER CODE fe- W 0 11 W am Z 61 O X 3 • 04w a,i �ywm «� m�Qx a 5-' , c = N N N- w 0 m 0 l o IL d0 R 0 0 �!01 V Q N -° 0 0 3 3 • r^ Z CA a CvICE MPoo N .0 N s Z oNw O W a i U 0 • DATE : 06/19/I8 DRAWN BY: PJe me CHECH'ED : Mc REVLSION3 : 63, all AWN AWN AWN AWN AWN 2, 21z"x5'3" m f 2Sy°xV3" 3' I"x53" E m 3 I"x5'3" 11 O" 14' 5" 1 1O wi 10' 9" 2' 2" @' 2" 564r�� S' FL CL m MAST. N BEDi�00M ;61, N � 0 `v .01 a 3' I" 71 1 1 1 � 1 I 1 n I 1 N ro II' 7" r I 15' 9" : 5' 8"kk FL DEN - BEDROOM 2 2' 10" I' 6 !4114U 4" j 411 A" � N x If 4" N Q 26' O" an 3Y O" L 23' 4" "ll "12 1IMPLAISIM11IM/ij LOA 0 v N m � 0 z� z • z v 10 N m m c0 0 OQW es Q0)-600�9 Olm Q� F Z N Z = N N w w 0) v N �- OEM (L 0 a DATE : 06/19/18 DRAWN BY: pJg me CHECKED : MC REVISIONS : BUILDING DEPARTMENT PRODUCT APPROVAL SUBNMAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS t SKYLIGHTS: PRODUCT MODEL • MANUFACTURER ATTACHMENT METHOD BUILDING MIC04 PRESSURE EXPIR. DATE TYPE, SIZE, SPACING t EMBEDMENT APPROVAL* EVALUATION AGENCY PRODUCT DESIGN FRESSURE PGT 5/16" x 2 3/4" TAPCONS WINDOWS SH-100 EVERY HOLE. ALL WINDOW +40.5 / -54.2 03/26/2021 (SIN(SLE HUNG) (IMPACT) SIZES SAME ATTACHMENT. +80.0 / -80.0 11-0630,08 MIAMI / DADE WORST CASE SCSNIRIO CALCULATED WINDOWS HR-910 (LARGE) HORIZONTAL pkGT I +42.0 / 51.0 11/01/2022 (H. ROLLER) ROLLER MIAMI / DADE i +90,0 / -130.0 n-0411.03 FRENCH DOOR FD-150 PGT 1/4" x 2 3/4° TAPCONS / I1 HEAD +40.5 / -54.2 02124/2020 MIAMI !DADE (FIBERGLASS) (IMPACT) + -i0.0 / -SO.O i'f-0504.04 SLIDING: GLASS SGD-TIO PGT o 1/4" X 2 3/4" TAPCONS / 12 HEAD +40.5 / -54.2 02/12/2020 MIAMI /DADE DOOR (IMPACT) +60.0 / -60.0 IT1-0420.11 PANEL POOR FIBER CLASSIC THERMA-TRU 1/4. x 2 3/4 TAPCONS / 012 HEAD / -54.2 N/A MIAMI /DADE (FIBERGLASS) (IMPACT) b1,0 I -6110 +6110 FL-5891.4 PRODUCT MODEL • MANUFACTURER ATTACHMENT METHOD TYPE SIZE SPACING t EMBEDMENT BUILUP ING DESIGN EXPIR. DATE APPROVAL• EVALUATION AGENCY PRODUCT DESIGN PRESSURE STUCCO NA NA STUCCO ON MTL LATH NA / -28 8 NA A NA MIAMi /DADE BUILDING: DATA 4 DESiGN PRESSURE SCHEDULE PROJECT/NAME TULGAN RESIDENCE ARCHITECT M.A. CORSON t ADDRESS: 2105 N.W. GREENBRIAR LN I 11 ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: I, WIND LOADS BASED ON F.S.C. 2on (6TH ED.) 8. WALL ZONE (PSF): 4) 442.4 / -46.0 t ASCE 1-10, AND N.E.C. 2014 5) +42.4 / -56.T 2. BUILDING DESIGNED AS: ® OPEN 9. GARAGE DOOR (PSF1 +36.8 / -40.4 3 MEAN BUILDING HEIGHT: 17 FT. ROOF PITCH: 044 A2 10. LOAFS: FLOOR 60 PSF INTERNAL PRESSURE 060CIENT N- : 0.18 ROOFAM40 15 PSF ROOF LIVE 30 PSF 4. WIDTH OF END ZONE: 4' it. SHEAR WALLS CONSIDERED FOR STRUCTURE2 WIND SPEED: ALT. 110 MPH 3 SECOND GUST - YES X NO NOMINAL: L32 MPH M CONTINUOUS LOAD PATH PROVIDED? 5. BUILDING CLASSIFICATION TABLE H. ASCE T_ YES X NO F,S.C. TABLE *045 IS, ARE COMPONENT t CLADDING DETAILS PROVIDED? 6. EXPOSURE CATEGORY. C ADJUSTMENT FACTOR: 1.45 YES X NO -L COMPONENTS t CLADDING WIND PRESSURE ON: 14. SOIL BEARING CAPACITY: 2500 PSF ROOF ZONE (PSF): V +24.5 / -38.9 PRESUMPTIVE: BY TEST: X 2) +24.5 / -61.8 3) +24.5 / -132-8 I5. TYPE CONSTRUCTION (TABLE 60U ITS -ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA) FLORIDA BUILDINCa CODE 2010 FOR EXISTING MILDiNGS AREA CALCULATIONS: G of TOTAL S.F. TOTAL EXISTING: STRUCTURE: 2S90 S.F. EXISTING TO BE ALTERED: 9* S.F. 21.2% NSW ADDITION: O S.F. 0.0% TOTAL NEW t ALTERED- 816 S.F. 21.2% SUMMARY: THE ALTERATION AREA HAS BEEN DESIGNED TO: LEVEL 2 • Chapter 6 or the FBC 2010 Existing Building • Teas than 50% of the agrgreragate area • The lateral-Force-reelating system Or the existing stnrcture to adaquate to withstand any new lateral loads or the nm addition per Section 903.3 or the 2010 FBC Existing Buildings. • The existing residence has hardwired smoke alarms and the new addition shall be hardwired and intereo united to the exist system where accessible Per R314.3 2010 FBC. THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 9 -Chapter 9 of the FBC 2010 Existing Building t 2010 FSC t CHAPTER 6 OF ASCE 1-10 GENERAL ADDITION NOTES: -THE DETAILS CONTAINED PIER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY OWNER AND/OR CONTRACTOR (SUB{.ON?RACTOR). -OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. •EXISTING CONDITIONS ON ADDITIONSAR£NOVATIONS ARE TO BE VERIFIED BY OWNER AND/OR CONTRACTOR (SUBCONTRACTOR) EXAMPLE EXISTING: EXTERIOR FINISHES, TRIM MATERIALS, ETC. •OWNER AND/OR CONTRACTOR (SUBCONTRACTOR) IS RESPONSIBLE FOR PROVIDING AND VERIFYING DESIGN GUIDELIMM, AND RESTRICTIONS PER SUBDIVISION'S ARcw TfiCTURAL REVIEW BOARD. -M.A. CORSON t ASSOC, INC. SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. F.B.G. 2011 (6TH EDITION) FOR EXiSTING SUILDiNGS SUMMARY: THE ALTERATION AREA HAS BEEN DESIGNED TO: LEVEL 2 • Chapter 6 of that FBC 2014 Existing Building • lees than 50`>e or the aggreregate area • The lateral-fore:eH."ieting aystem Of the existing structure ie adaquate to withstand any new lateral loads of the new addition per Section 903.3 of the 2014 FBC Existing Buildings. • The existing resldence has hurckulred smoke alarms and the new addition shall be hardwired and Interconnected to the exist. system where accessible Per R%43 2014 FEIC. THE ADDITION HAS BEEN DESIGNED TO: CHAPTER 9 •Chapter 9 or the FBC 2014 Existing Building t 2014 FBC t CHAPTER 6 OF ASCE 1-10 •3 BAR - CENTERED 03 DOWELS O 32" O.G, x TRENCH WIDTH. DRILL t EPDXY 6" INTO EDGE OF EXIST. SLAB MID- DEPTH- 6 MIL, VAPOR BARRIER ON COMPACTED 4 TREATED FILL SLAB ON GRADE PATM 31A"=1901a NOTE: SLAB PATCH FOR MECHANICAL TRENORM - MATCH EXISTING THICKNESS BUT NOT LESS THAN 4" REMOVE EXIST. •SGD t REPLACE W/ NEW SGD - VERIFY HT. W/ CONC. OVER-POIIR RECESS SLAB PER MANUF. 2' 5" NEW PROVEW $14 V2'x5'3' SH 25 NEW - PROVIEW M NEW 1 SFI PROVIBW SH 1,05 2'2' xS' Y Goa- CGl�S�1-r'C IV 9' AWN. W 9' AREA CALCULATIONS Exist. AC 29W S.F. Renovated Space 816 S.F. • Qx&actors to verIN all footages • All areas are calculated to outside dimensions. T' V F.G. WALL LEGEND -------------- --- - - - - - - HOLLOW t WATC 4ED - EXISTING WALL TO REMAIN SOLID - NEW WALLS DASHED - EXISTING WALL TO BE REMOVED 15,14 SCAN QED BY St. Lucie Gaunt H W N H 0 0 III FlIq • 4z n M PMR C-� A ' P0 N N p O w�� O � U • DATE : 06/13I18 DRAWNBY : p(4 ee C : rlc REVISIONS 1807- a cot (