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Home My WebLink AboutBUILDING PLANPlanning & Development Services Department 4 1 Building & Code Regulations Division R111- 2300 Virginia Avenue, Fort Pierce, FL 34982 -(772) 462-1553 Certification for Design Load Compliance Project Name: VERDONKADDITION _Project Address: 267 BERMUDA BEACH DR. Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the If above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) L DESIGN CODE: Florida _Building Code 2017 Edition with 20 `Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: _ 1 X II III_ IV Exposure Category: _ B C X D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 16 it Roof Pitch: o.s 12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 17.6 Zone 2: 17.6 Zone 3: 17.6 Zone 4: 43.3 Zone 5: 43.3 Garage: N/A 43.3 72.7 109.4 -47.0 -58.0 N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: Planning & Development Services Department • Building & Regulations Division Product Review Affidavit Building Permit # Owners Name Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Desi n Pressure Number 7 e - Windows foarm 1, rt>ae� -�o PG-T Olt 5'S� ro 2-39. 7 3�1�w �t ��e" � xN rau�tru�J'`®p Mullions yes- ELI , 4/,00,/0 f coor iyl,75 FG# L(Al - I N181 �- 5flre". lsr$'",M' P Fixed Glass M) A ' Block Glass Skylights SlidingBlass Doors '�� CLF,s 't 4-/- (Qo I'fi T / **f1 7�f O T40 F'LAL 251,4 THIP4-T �x tga'^ "I sFe .g�.A Taa��naS Swing Type Doors V -"t/-'}� �'/J� FD-10) V0.4,9157-e :0) M$GLi '/4' �a�F CN C.o at' NS7.at. AYT French Doors N Garage Doors Hurricane Protection Roof Ventilation Roofing Material -IQ9, I25+b CtillGlidJttl0 Moor 6!-f(Jo,/ u Ala q 0 /7 D57-%0? /"�,i a r r� bpr �moP1"TAG}{MeIJC �w PLAIJ I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ON PLAN Design Prof,, PAUL WELCH P.E.I Cert. No. 29945 Date: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to ELECTRICAL NOTES comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) ELECTRICAL LOAD CARC'S2014 County. I also certify that structural elements depicted on these plans provide adequate resistance to the design 2) EDITION. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING PER NEC forces specified: FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE 2176 S.F. @ 3 VA 6528 VA Paul Welch P.E. 29945 / 5115 PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY TWO 20A APPLIANCE CK' S 3000 HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED Print Name Cert It & Co. Cert Auth. TO BE HIGH-EFFACY LAMPS) LAUNDRY 1500 Paul Welch Inc. 3) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS DRYER 5000 ON PLAN 3/7/2018 SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, RANGE 12000 Signature, Date, and SealBRARIES, g 1984 S.W.SVdSt. Suite #114 Port St. Lucie, FL DENS, BEDROOMS SUNROOMS, RECREATION ROOMS, CLOSETS, WH 4500 HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. DW 1200 Name Company Name &Address & d Slccuv orm u u2u-iz Revised s/1s/iz IIs) _ 4) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- REFRIG(S) 2400 VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, IRR. PUMP (OPTION) 1800 GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF MISC 10000 EDGE OF ANY SINK. TOTAL 47928 VA 5) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 6) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. ° FIRST 10 KW @ 100 /° 10000 - -. - - - - - -- REMAINDER A40% 15171.2 TOTAL 25171.2 APPLIED DESIGN PRESSURES (PSF) G_ MARK I E AIC HEAT fad 100% 20000 ZONE 4 ZONE 5 (+) (-) (+) (-) TOTAL 45171.2 VA 1 10I 43.3 1 .47.0 43.3 -58.0 45171.2 2 15I 43.2 1 -46.9 43.2 -57.8 240 = 188 AMPS 3 20I 43.1 -46.8 43.1 -57.6 4 25' 43.0 -46.7 43.0 57.3 , . USE 200 AMP SERVICE 5 30, 42.9 -46.6 42.9 -57.1 6 35 42.8 -46.4 42.8 -56.9 EAST FLEVATIGN SCALE /4 ROOF ATTACHMENT REQUIREMENTS ROOF DATA: Manufacturer: CERTAINTEED Type: MODIFIED BITUMEN NOA#: 14-0529.02 System Type: E(3) Base sheet Mechanically fastened page 23 of 42 Design Pressure: 52.5 (-PSF) PER NOA Membrane Type: APP MODIFIED Deck: 19/32 " Plywood Base Sheet: Weather / Empire Base Sheet Fasteners: I 1 ga. annular ring shank nails and approved tin caps (spacing per base sheet attachment requirements) BASE SHEET ATTACHMENT REQUIREMENTS: ZONE 1: Base sheet attached to deck with Fasteners as specified above (Field) at 8 " O.C. in ( 4 ) rows. One row is in the side lap. The otiv,- rows are equally spaced approximately 9.8 " O.C. in the field of the s1Eet. (METHOD PER NOA) Design Pressure (-PSF): 52.5 ZONE 2: Base sheet attached to deck with Fasteners as specified above (Perimeter/ Ridge) at 5 " O.C. in ( 4 ) rows. One row is in the side lap. The otha rows are equally spaced approximately 9.8 " O.C. in the field of the sleet, (ENHANCED FASTENERS) Design Pressure (-PSF): 75.5 ZONE 3: Base sheet attached to deck with Fasteners as specified above (Comers) at 3 " O.C. in ( 4 ) rows. One row is in the side lap. The othu rows are equally spaced approximately 9.8 " O.C. in the field of the shet. (ENHANCED FASTENERS) Design Pressure (-PSF): 125.8 MEMBRANE REQUIREMENTS: One ply of Flintlast FR Cap 30 TCoolStar torch adhered to base sheet. SURFACING Any of the approved surfacing options as per Table 4 of the Product Approval DECK INSTALLATION: Nail all plywood sheathing (19/32" thick minimum) with 8D ring -shank nails at 4" O.C. perimeter and N" O.C. field for all zones. NOTE: REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. TA�Ul�ATLItlra NEWI,IV1Nfa: '�03 SLIT EXIST, LIVING: 1813 SwFT .EX15I..-GIARAUrc: 205 5QFT K15Y- Gov..174R.G14: 10(n.5QFT DOTAL: 2)4015151FT ...n 00-Ln SCOPE OF WORK CONSTRUCT ADDITION TO EXISTING RESIDENCE PER PLAN. NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT SOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 201 (PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B,C 2017 FOR EXISTING BUILDINGS. R STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1'/z" SUSPENDED SLABS: 1 Y2" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED, 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PIRACTICIES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 5'-10" 70" U-LINTELS 2622 150 1492 150 8F12 1B-IT L-2 T-6" 90" U-LINTELS 1729 150 1021 150 8F12 IB-IT L-3 13'-4" 160" U-LINTELS 755 489 455 390 SF12 1B-2T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS, d3 a 5TDAKTER(',Jt. ex+�*. ELet49 x-- --T1 • o e FAMILY ROOM FAN I LT MDROOM EXIST . ST. LIJCIE COUNTY BLTLDIN ON �-?TAkTFIZCOL EX15i' Cr%?i ✓ REVIEWED FOR COMPL REVIEWEq B ._.._ DATE y/l _ _ _ _ _... -• PLANS AND PERMIT MUST KEPT ON JOB OR NO LNSPECTION WILL MADE. �EDIZ(?QM ♦' tee' Dl1�INr, c.! CONCEALED FASTERAS ON ATTACHMEOS ARETHERESPONSIBILITI'OF THE CONTRACTOR OF MORD ric r PLANS AND ALL PROPOSED WORK AP SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT FLOW I/ 1 a MAY BE NECESSARY IN ORD I ER TO L GTIz1 C/� �^� .A f�l GALE - 1 0011110wITMA"APOW0AALE00098. RECETVEI� --- FILE CO[ AR 1S,. .. 5T_LuMcie Co nrv.:^, PAUL WELCH INC. Alr'CHAN/CAL ELECTRICAL CIVIL ENGINEERING I984 S. W B/LTMOREST, SUITE# I f4 PORTST, LUCIE, FL34984, PHO)VEC772) 788-9888 E-MAIL PWELCHINCLaAOL CON PAUL PVEL CH, P.E.. FLA REG NO. 29945 MAR 0 7 2018 L-3 r i� U O A i Q �a SHELT IlLNBER R-30INSULATION - - '/2" DRYWALL (CEILING) -- (I ROW) S"XS" CONTINUOUS CONCRETE -- - --- BEAM BLOCKW/ (1) - #5 BAR IN (3000 PSI) CONC.. FILLED EACH CELL 8" PRECAS LINTEL W/ (1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) - 'A" DRYWALL (WALL) --^- 1X2 FURRING Q 16" OR 24" O.C. FIFOIL INSULATION -'--•-�--"- — EXISTING ROOFING / ROOD' SYSTEM — METAL FLASHING "SIMPSON" HTSM 16 WITH (4) —1/4" x I TITEN AND (8) — 10d EACH JOIST - - 10.5 (— CUTBACK EXISTING TRUSS TAIL, MAINTAIN FULL BEARING I/2" DRYWALL OVER 1 x 2 FURRING EXISTING CMU WALL (2500 PSI) CONCRETE FOUNDATION PER PLAN WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE IW' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN, I/," THICK WITH (13 GAGE,13/8" LONG,19/64" HEAD; 0.098" DIAMETER, 1 V44" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9132" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO.LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402AI THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4L3, 12 14 EXISTING CONCRETE FOUNDATION--- _ TORH DOWN ROOFING OVER BASE SHEET PER PRODUCT APPROVAL REQUIREMENTS OVER 19/32" CDX PLYWOOD ROOF SHEATHING WITH Sd RINGSHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C.FIELD --- 2X12 WOOD JOIST AT 16" O.C. SIMPSON BETA20 WITH (9)-10d * X 1'F," AT 24" O.C. ALUM. DRIP EDGE r 1 X 2 P.T. WD. DRIP EDGE OVER 2X12 P.T WD. FASCIA ---- #5 REBAR W/ 90 DEGREE HOOK 8"X8"X16" CONCRETE BLOCK (MASONRY) — #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) / L _V STUCCO FINISH #5 REBAR W/ 30" MIN. LAP SPLICE FINISHED GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS =rn- na +ai u till=lU'�(Ij-n! z TORN DOWN ROOFING OVER / BASE SHEET PER PRODUCT APPROVAL REQUIREMENTS OVER 19/32" CDX PLYWOOD ROOF SHEATHING WITH 8d 12 RINGSHANK NAILS AT 4" O.C. 0.5 PERIMETER AND 6" O.C:FIELD ' — 2X12 WOOD JOIST AT 16" O.C. '--- SIlNPSON HETA20 WITH (9)- lod - — - . X 1 X" EACH JOIST ALUM. DRIP EDGE R-30 INSULATION -- —•- a — I X 2 P.T. WD. DRIP EDGE OVER 2X12 P.T WD. FASCIA Y," DRYWALL (CEILING) (1 ROW) STUCCO SOFFIT PER 8"X8" CONTINUOUS CONCRETE ----"- � STRUCTURAL NOTES BEAM BLOCKW/ (1) - #5 BAR IN — #5 REBAR W/ 90 DEGREE HOOK (3000 PSI) CONC. FELLED EACH CELL — 8"X8"X16" CONCRETE BLOCK 8" PRECAS LINTEL W/ (1)-#5 BAR — - (MASONRY) IN (3000 PSI) CONCRETE FILLED CELL _ AT ALL DOOR AND WINDOW — — #5 VERT. REBAR IN (3000 PSI) OPENINGS (SEE LINTEL SCH. FOR CONCRETE FILLED CELL MORE INFORMATION) _ - (SEE PLAN FOR LOCATIONS) 'F4" DRYWALL (WALL) - - --- STUCCO FINISH 1X2 FIRRING aQ 16" OR 24" O.C. •--- -- #5 REBAR W/ 30" MIN. LAP F1.FOIL INSULATION - ''x-•---------------• ----^- - SPLICE - - - I — FINISHED GRADE !!I-11J..,ll !p-,I1Ic".E`m nI_nl=+s-T—.(2500PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND lip, SPECIFICATIONS TYFILA_I... Alt, E_ TlD_N -- 7-- � AND FOUNDATION SCHEDULE EAF �( 1ST r` I N F-1 18" DEEP X I6" WIDE (2500 PSI) CONCRETE MONOLITHC. / `^' FOOTING W/ (2). N5 BARS CONTINUOUS J -2 S" DEEP X 8" WIDE (25M PSQ CONCRETE MONOLITHIC FOOTING W/(1).#5 BARS CoNTINuous Sd 4" TEK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CL CLEAN COMPACTED CHEMICALLY TREATED FILL LL 5 q B-1 #5 BARS X 12" LONG DRILLED OUT & EPDXIED WITH 6" MINIMUM EMBEDMENT @ 24" O.C. 'I. ALL AREAS ADJACENT TO EXISTING FOUNDATION CONCRETE FOUNDATION NOTES 1)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SEE PLAN FOR SIZES &STEEL REQUIREMENTS 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: Y' SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN TIM LIMITS OF THE FOUNDATION SHALL HAVE ALL L^ L� 1//µ/'( - — - I VEGETATION. TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLE FILL SANDPLAOR GRAVEL 5 GA L F_ ' MUST BE CED TO DESIGN ISUBGRADE OF FREEVEGETATION AND FOREIGN MATEEL COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. , 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTINO BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95%OF TIM MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN:FEACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM 134922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY VNIFORNI TY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE, 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 984 OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1551. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. 4 19'-4" FOUNDATION PLAN 5GALEY" PAUL WELCH INC. _— -- - - MECHANICAL ELECTRICAL CIVIL ENGINEERING f984T S. W. B/LTMOREST, SUITE,# I f4 PORTST. LUC/E, FL 34984, PHONE (7,72) 785 - 9888 E-MAIL EWELCH/NC@AOL COIN PAUL WELCH, P.E,. FLA REG NO.299445 rw� U a 0 i H U W a a u r SHEET NUMBER 2 a STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) CMU WATER RESISTANT COATING; i (SEE WATERPROOFING NOTE .#1,) EXISTING CMU WALL e #5 HORZ. REBAR X 12" LONG ° 4 ;a Iz3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS ." a - DRILLED OUT AND EPDXIED TO EXISTING WALL WITH 6" WOOD TRIM EMBEDMENT SPACED AT 6" FROM TOP ARID BOTTOM AND 24" O.C. VERT. P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED.TO MASONRY PER BUCK #5 VERT. REBARIN (3000 PSI) BETWEEN BUCK & WINDOW FRAME ATTACHMENT, NOTE: CONCRETE FILLED CELL (SEE WATERPROOFING NOTE #5) EJE III . MF SEE WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING EXISTING FILLED CELL „ - TER WATERPROOFING NOTE #2 ANCHOR DOOR ,.IAMB AND HEADER TO 2k' BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S EXISTING WALL NEW WALL PRQDUC T APPROVAL INSTALLA 110N REQUIREMENTS. STARTER COLUMN DETAIL ots... SLIDING GLASS DOOR, BUCK. DETAIL (PLAN VIEW) _ --- .. SCALE: N.I.S. — _ COIJTINUOIIS'F'UAf9 INTERIOR.'AIR7 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER ST'UCCT1 CEMENT FIIJI5fI _ AND WATER SEALANT PER,:. .. WATERPROOFING NOTE �j6 r=-CORROSION RESISTANT ,FLASHING PEP, WATERPROOFING' _ NOTE #2 y ,,,--FILLED CELL AT JAMB BLOCK (TYP) MARBLE SILL CAULK SEAM AT WINDOW INSTALLATION CMU WATER RESISTANT COATING NOTE'#1) (SEE WATERPROOFING NOTE #5) (SEE WATERPROOFING °. .°. MORTAR OR ;. CMU .WATER RESISTANT COATING GROUT a (SEE WATERPROOFING NOTE #I) - 3i n.l P.T: WOOD FIRI�II�10 ALL (.a) SIDES SET SII::L IN FULL MORTAR BED � °• �-•---1x:.3 .° CONTINUOUS '' I 7z DRYWALL " STUCCO OR DECORATIVE CEIvIEPJTITIOUS COATING WOOD TRIM 8" C .IJ,. .M. CORROSION RESISTANT FLASHING z ~ PER WATERPROOFING NOTE #2. F'•'T. WOOD DUCK WITH SEALANT PER 3/A" FURRING TO MASONRY WALL WATERPROOFING NOTE #4. AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. APPLY PERIMETER SEALANT CAULK 41,, NETWEf N BUCK & WINDOW FRAME \_-- SEE WATERPROOFING NOTE #6 "r (SEE WATERPROOFING NOTE #5) M AND JAMB HEADERIN __4 STRICOTRACCORDANCE WITHDOOR MANUFACTURE'S er ; M� PRECAST CONCRETE WIND RESISTANTFLUSFI PRODUCT APPROVAI INSTALLATION REQUIREMENTS SILT... AS MANUFACTURERD BY CAST—CRETE (OR EQUAL) EXTERIOR DOOR BUCK.. DETAIi! _;'RECAST CONCRETE WINDOW SILL_ DETAIL. — -- SCALE: N.T.S. -- SCALE: N.T.S.------ WATERPROOFING NOTE- 11 . PRIOR TO BUCK INST'ALLAl10N TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING '10 SEAL THE .WINDOW / DOOR CAVITY TO PREVENT 11 FROM ABSORBING WATER, THE CMIJ WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE 3TUCC0. CEMENT FINISH `' APPLICATION OF THE CMU WATER RESITANT COATINGSHALL INCLINE THE ENTIRE SURROUND OF THE y CVENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL J ,,,--FILLED CELL AT JAMB BLOCK (TYP) CMU WATER RESISTANT' COATINGS SHALT. BE INSTALLED PRIOR TO BUCK INSTAI._LATIONS, CMU WATER RESISTANT COATING . 2., INSTALL BUCKS SD THAT THERE ARE NO EDGE GAPS EXCEEDING 1/B" BETWEEN BUCK AND MASONRY. (SEE WATERPROOFING NOTE #1) 3. PRIOR TO BUCK INSTALLATION APPLY :3/8- NOMINAL. DIAMETER BEAD. OF SEAL.AfII BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE. CORROSION RESISTANT FLASH ING ° B' -THE OF 11-IE' WOOD BUCKS WITH SEALANT TO RESTRICT 'THE PASSAGE 01- LIQUID 'Tl-IROLIGI-I IHE'Clll-, ENDS PER WA1'ERPROO(-1NG NOTE #2 w °':o ° _ I-- ix3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS` ' AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL. BE COATED WITH A 1_1001D .° - APPLIED .WATER RESISTIVE COATING / SEALANT. •� ! -� A. PROVIDE -r S. F'Ft VID_ PALM FLASHING ING T I O AND D00 OPENINGS. FLASHING SHALL BE Ali A SILL F WINDOW A R P NIN PAIN FI_A_HI JG I SEALED OR APPLY 1'ERIMETEF SEALANT CA111< O SEE WATER PROOFING NOTE #6 SLOPED IN A MANNER TO DIRECT,WATER WATTER '10 THE SURFACE OF 111E EXTERIOR WATER RESISTIVE BARRIER FOR BETWEEN BUCK & WINDOW MANE SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILT_ AS WELL FAIN FLASHING SHALL_ (SEE WATERPROOFING NOTE #5) � BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1=3 INSTALLED), — P.T. WOOD BUCK WI Ill SEALANT PER WAlETRP1300FI14G NOTE #4 AND .ANCHORED TO. 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT' ALL PERIMETER ON FRONT MASONRY PER BUCK ATTACHMENT NOTE. AND BACK SURFACE PRIOR TO WINDOW./ DOOR INSTALLATION, \ � 6. .AFTER WINDOW/..DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILT...) AND . NOTE: ANCHOR WINDOW FRAME TO MASONRY IN STRICT THE WINDOW / DOOR TO ENSURE A WATER RESISTAIJT INTERIOR AIR SEAL AROUND TITS ENTIRE PERIMETER: WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WI-1-1-1 MANUFk TURE'S PRODUCT ON THE BUCK. IN NO INST/NCE SHALL TFIE APPROVAL. INSTALLATION REQUIREMENTS_ FRAME OVERHANG THE BUC< _WINDOW HEADER AND JAMBS TYP. BUCK DETAIL: SCALE:. N.T.S. NOTE: WINDOW AND DOOR FENESTRITIONS SHALL BE IN ACCORDANCE WITH FMMA /. AMA 200-9• CONTRACTOR SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. BUCKS: • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6,.2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. ALL BUCKS MUST BE PRESSURE TREATED. ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB; B=—ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WAL WITH' 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1. 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMU WALL WITH'_ 2 1/4" LONG.CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" U.C., OR 3/16" X 2 1/4" TAPCDNS AT 4" FROM ENDS AND 12". D.C. OR 1/4" X 2 1/4". TAPCONS AT 4" FROM ENDS AND 12" O.C. FOR DOUBLE 1 X BUCKS ATTACH FIRST C)URS TO CMU WALL Wfflt 1 '1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C: OR 3/16" X:1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1%4" X 1 1/2" TAPCONS AT 4' FROM ENDS AND 12" D.C. ATTACH SECOND LOURS 10 CMLJ WALL TIIRLI FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND '12" O.C. OR :3/16"_X 2 1/4" TAPCONS AT 4-" FROM ENDS AND 12" D.C. OR 1/4" X 2 'I/4" TAPCO14S AT 4" FROM ENDS AND 12" O.C. PAUL WELCHING _ MECHANICAL ELECTRICAL CIV%L ENGjNEERING f984S. W. BILTMORES'T- SUITE & f f4 PORT57: L.UCIE, FL,34984_ j PI-JONE(77,2)785-9888 EMAIL PKIELGHINC@AOL:GOM PAUL, YVELCH, P.E. FLA REa1V0.29945 MAR U 1 flila ' W E-a 1�$ O w 1 I ' Q x U W, R� NUMEER