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HomeMy WebLinkAboutApproved PlansBUILDING DATA 4 DESIGN PRESSURE SCHEDULE PROJECT/NAME REFFITT RESIDENCE ARCHI7EGt/ M,A. CORSON d ADDRESS: 1321 LANCEWOOD TER. ENGINEER ASSOCIATES, INC. ALL PRESSURES CALCULATED WITH THE FOLLOWING: I. WIND LOADS BASED ON FLA. BUILDING CODE 2014 8. WALL ZONE (PSF): 4) +43,9 / -41.1 (5TI-1 EDITION) E ASCE 1-10, AND 2011 N.E.C. 5) +43.9 / -58.8 2, BUILDING DESIGNED AS: ENCLOSED OPEN S. GARAGE DOOR (PSF): +34.2 / -31.9 3. MEAN BUILDING HEIGHT: 1S FT, ROOF PITCH: 6 /12 10,1 FLOOR (20 PSF INTERNAL PRESSURE GOEPICIENT H- : 0,18 ROOF/DEAD 15 PSF ROOF LIVE 30 PSF it. SHEAR WALLS CONSIDERED FOR STRUCTURE? 4. WIDTH OF END ZONE: 4' WIND SPEED: 110 MPH 3 SECOND GUST YES X NO 5. BUILDING CLASSIFICATION TABLE 1-1, ASCE 1 12, CONTINUOUS LOAD PATH PROVIDED7 6. F.B.C. TABLE 111 11 EXPOSURE CATEGORY: C ADJUSTMENT FACTOR: 1.45 YES X NO 13. ARE COMPONENT 4 CLADDING DETAILS PROVIDED? 'I. COMPONENTS e CLADDING WIND PRESSURE ON: YES X NO_ ROOF ZONE (PSF): 1) +25.4 / -40.4 14. SOIL BEARING CAPACITY: 2500 PSF 2) +25,4 / -10.3 3) +25,4 / -103,S PRESUMPTIVE:_BY TEST: X -ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 B.F. EFFECTIVE WIND AREA) c III EXIST. ROOF I , m I I IO' • _Q O" FIN F� �F , INX14111' I I INOWS HOEDOWN BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING a EMBEDMENT BUILDING DESIGN PRESSURE EXPIR. DATE APPROVAL" PRO DESIGN PRESESSURE EVALUATION AGENCY WINDOWS (FIXED GLASS) PW-701 (IMPACT) PGT 3/16" x 2 3/4" TAPOONS EVERY HOLE. (SEE PRODUCT SPECS) +31.4 / -42.0 +80.0 / -80.0 02/19/2019 16-0629.14 MIAMI / DADE FRENCH DOOR (ALUMIN.) FD-150 (IMPACT) PGT „ " S / 12 HEAD (SEE PRODUCT SPI=GSJ (S x 2 O CT SPECS) +31.4 / -42.0 +10.0 / -80.0 02/24/2020 16-0629.16 INC. - MIAMI /DADE PGT GENERAL ADDITION NOTES: •THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION BY 7)WNER 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 (SUB -CONTRACTOR) EXAMPLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM MATERIALS, ROOFING MATERIALS, FASCIAS, ETC. -OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. -M.A. CORSON t ASSOC, INC. SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES. •CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, < OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) n I - I I Fill I � N I O_ rn (POOL � AREA I � I I , I I I I I I IlO4ove¶ 9099 Il ST. Ll cf REVIF41i REVIEit'! DATE PLAN a bRNoho THESE PLANS REQUIRED �y FA0 ANY�p OPOSED WO COMPLY WIAq� �N OPEC ORROER SIOHATRK CESS WIYH ALL ATO PPLICABLE CODES, 0NCE4'0il` gr " MERE EN@hSORS CONtRgCIOROFgE o FTd � (� UFpClVR (IIIIIRft AQOO&E 011 K4AF* IV wS -- . rr UN JOB BE MADE. r S' o" BRG. HT VERIFY) I 000�9�00 114 NOTE: FIELD VERIFY ALL EXIST, CONDITIONS - DO NOT SCALE DRAWINGS AREA CALCULATIONS FLORIDA ROOM 321 S.F. • Contractors to verify all footages • All areas are calculated to outside dimensions. ---------------- ---------------• HOLLOW t HATCHED - EXISTING WALL TO REMAIN SOLID = NEW WALLS DASHED - EXISTING WALL TO BE REMOVED ELECTRICAL LEGEND ELECTRICAL SYMBOL outlet 0 2011 NEC 210.12 (A) Arc -Fault Circuit -Interrupter Protection. Dwelling Unite. All 120-volt, single phase, 15- and 20-ampere branch circuits Supplying outlets Installed or devices In dwelling unit kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, sun rooms, recreation rooms, closets, hallways, launI areas or similar rooms or areas shall be protected by any of the means described in the NEC 2011 210.12 (AXU through (6) 2011 NEC 40111 Tamper -resistant receptacles In are required in dwelling units In all areas as specified In 2011 NEC 406.U(A) through (C). All 125-volt, 15- and 20-ampere receptacles. Florida Bullding Code 5th Editton (2014) Energy Conservation C402,4,3 Recessed Ilghting. Recessed luminaires installed In the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate of not more than 2.0 efm (0.944 L/s) when tested In accordance with ASTM E 283 at a 1.51 psf (15 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and Interior wall or telling covering. TOT RK"I'LLT 1ELEVo 114"==RT"_ REAR ELEVo 1499== "(0)" --------------- ILIVING ROOM I o. I co N _LL I I O , m O IPOOL I AREA=a m X y =_-m va , O 1' 8" Jag 0 FIN, FL, EXIST. STEP LINE _ - - - x S' I" LG. HT. (MATO MAIN E) N TE: EXI ELEC IN CL TO R (MAT MAIN E) OVER UR EXI NI E t DO B UP O 0'0" N. FL. FUR OUT (SEE OCK IN-F FINISH W/ DETAIL T.2 BLK. m16\lFOLLcqu DIMErvQIONS %_VERROR. IFY W/ 3' II"x1'4" W/ 14 1/2"H, EYEBROW TRANS. ABV, 3' 11" S" 10' II" 3' II"x1'4" W/ 14 1/2"H. EYEBROW TRANS. ABV, 3' 11" 3' It" x 1 4" W/ 14 1/2"H, EYEBROW TRANS, ABV. 3' 11" ,g 3 II"x1 4" W/ 14 1/2"H, EYEBROW TRANS. ABV. to, 9" HT.Oli- (VERIFY) I I I I EXIST. DR. TO I BE REMOVED < , IN -FILLED I I \ TIE IN BLOCK COL, TO EXIST. �IUALL W/ 12"L. 'S DgWELS EPDXIED 4" INTO WSTING WALL AT 24" O.C. VERIP,) I I , I i 1140009�00 DATE : I1/13/IT DRAWN BY: mo p)g CHECKED : MC REVISIONS: File I opy Iroll LONG 05 DOWELS EPDXIED 4" INTO EXIST. FILLED CELL OF — CONC. WALL (ASSUMED) 6 16" O.C. 1 05 BAR IN POURED SILL EPDXIED 4" INTO EXIST. CONIC. WALL —7 NEW BLIG. POURED OR COMPOSITE TIE BEAM, SEE PLANS 1 , EXIST. OR NEW i2„ 4 COLS. OR WALL :1 CONC. _ — — _ — — — _ _ — _ _ — _„ — — — _ — — _ — _ — 1 *5 BAR VERT. EPDXIED y y 4" INTO EXIST, CONIC. FTG. 'm 2411 o.G. EXIST. FOOTING I�)I:MII. 3/4%1'O" STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, M.A. COR60N 4 ASSOC, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTION£ AND PROGRAMS, CODES AND STANDARDS I. WIND LOADS ARE PER ASOE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 11O MPH WIND SPEED (3 SEC GUST), EXPOSURE C, 0,0 INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE), 0.18 IMPORTANCE FACTOR, AND BUILDING CATEGORY 11, 2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 2014 (5TH EDITION) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI Va-02) C. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/1991 EDITION, 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND PO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, B. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT, C. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN, CONCRETE I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 9 28 DAYS, B, SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 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, J0561TE WATER SHALL NOT BE ADDED. 2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS, 3. ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF ACI 318 FOR TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO, LAP ALL WWF A MINIMUM OF 12 INCHES UNO. 4, ALL HOOKS SHALL BE PER ACI 318 HOOK REQUIREMENTS BUT NOT LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO. 5, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 155. PLACE WELD WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND BUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C, 6. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. 1. AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. ------------ MASONRY I. MASONRY UNITS SHALL BE A, LOAD BEARING ASTM C 90, NORMAL WEIGHT, AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (UNO), 2, THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314, 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M OR S ONLY, 4. GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS, C416 AND HAVING A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI 5, PROVIDE 8"x8" MASONRY BEAM WITH 1 05 CONT. AT EVERY WINDOW SILL, EXTEND BEAM 8" BEYOND EDGE OF OPENING. 6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA,) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS, VERIFY WINDOW RADIUS W/ MANUF. 3/5" EXT. GRADE PLYWOOD BOTH SIDES W/2x6 RADIUS BLOCKING BETWEEN m 6" O.C. FOR CORNER RADIUS PANELS. (3) 16d NAILS INTO EACH BLOCKING THRU PLYWOOD SIDES, ANCHOR 2x8 P.T. BLOCKING TO WALLS 4 BEAM W/ 3/16"x4" TAPCONS AT 6" O.G. STAGGERED. NAIL PLYWD. TO 2x8 W/ IOd ® 4" O.G. ELECTRICAL NOTES iio" LONG 05 DOWE 4" INTO EXIST. CO m 16" O.C. CELLS (�)I'N,(J. Ii I I W ly/4,911III Electrical contractor shall comply with the N,E.C, and all applicable codes or authorities having jurisdiction. Electrical contractor to coordinate exact locations of all hvac equip, 4 it's loads w/ mech, 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. Electrical contractor to sleeve drive and Walkways as required for landscape lighting. Electrical contractor to provide power as required by pool contractor for all pool equipment, Electrical contractor to provide power as required by Irrigation contractor, Provide PVC sleeve to inside surface of garage wall for phone termination. Service must enter inside of garage for security. Provide outlet for security system at owners option. All 110 V, 10, 15 and 20A, receptacles Installed outdoors and In bathrooms shall have ground fault circuit Interrupter. Unless otherwise noted, minimum size wire shall be •12 "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" ass. 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. 3/411_1'0" NOTES: • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES • CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG. W/ TRUSS MANUF. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION • CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK DUROCK SHALL BE USED IN ALL DAMP LOCATIONS 4 IN ALL SECOND FLOOR WALL AND 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 4 ROOF) LUMBER TO HEMFIR Fib 1000 MIN, EPDXY DOWEL NOTES 1) USE EPCON "THICK" EPDXY OR APPROVED EQUAL, ALL DOWELLING TO BE PERFORMED PER MANUFACTURERS SPECIFICATIONS. 2) COLUMNS - EPDXY DOWEL 1211 LONG 05 BAR, 6" INTO EXISTING COLUMN AT 24" O.C. VERTICALLY. IF EXISTING COLUMN IS HOLLOW, FILL WITH CONCRETE AND OMIT EPDXY. IF FILLING IS NOT POSSIBLE, USE STAINLESS STEEL SCREEN TUBE FOR KEYING. , WMIMI 1116m,11MEM 1 AZwoI.A NEW FILLED CELLS •Noo DETAM 3/411=11D11 EXISTING roof 4 overhang to remain e'O" B.H. �(EX I ST.-V ER IF' Existing cone. 5/8" STUCCO BLK. COL. BE MATCH EXIST. DOOM DUCK ANCHORS SWING DOOR ATTACHMENT 2x4 P. L WOOD BUCK TO CONC, HILTI PINS 08 XM" DIA. WITH 1 1/4" PENETRATION AT 12" O.O. MAX. OR 1/4"x2 3/4" TAP -CON SCREWS AT 12" O.C. MAX. 4 WITHIN 6" OF CORNERS NOTE. DOOR BUCKS MUST BE WIDER THAN NE DOOR JAMBS PER R-6/3.6. 5/8" STUCCO ..4 PAPER -BACKED 9 METAL LATH w BUILDING PAPER (TYVEK OR EQ.) LL I3 1/2" FLANGE 1E VINYL WEEP z SCREED PAVED SURFACE -------------------- WALL/ COLUMNS ... --- -', Decor, wall cola, 8" CMU with 5/8" stucco, beyond Install 3/4" PT furring strips at 1611 _; (verify w/ owner) c.c. on 3/4" rtdgid insul, board Rmax Polyiso wall insul, (R-5,0) or eq. and finish with 1/2" drywall. i (U 8"W, x 8" N. CONC, BLK, W/ 2.5" POURED CONC CAP. W/ (1) 05 HORIZ. BAR 4 05 VERT, - --' m 24" O,C, INTO EXIST CONC. SLAB. (4" EMBED. MIN.) ' Overpoured conc. slab (TYP, BETWEEN COL.'S) 4" to 5" thick level w/ OHO" FIN. FL. _ % exist, slab ath e (mcxist,) / Exist. paver deck 4" EMBED.(MIN.) Exist, slab A= 4 ftg. NO SCALE U Um U [)goo 38 E3 w a WaWat<�a x2 �N O m 0 t4� • U 4 Z OM O U1U�8 PC eq dap � O U O � U 0U DATE : I1/13/11 DRAWNBY : me Fjg CHECKED : MC REVISIONS :