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HomeMy WebLinkAboutPLANSGENERAL NOTES 0001. RNSTRUC RAYMOND RONRiCOON CUSTOM HOME BUILDER P.O. BOX 12058, FORT PIERCE , FLORIDA 34957 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: WARREN & ANGELA MILLARD RESIDENCE OCCUPANCY TYPE : R STREETADDRESS : LOT-14, LONE PINE DRIVE, WHITE CITY, FL 34982 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGEAND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AN[) FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2017 EDITION WITH: SUPPLEMENTS AND ASCE 7 -10 2. STRUCTURE DESIGNED AS :ENCLOSED: x PARTIALLY ENCLOSED: OPEN BUILDING : 3. RISK CATEGORY : I II X III IV EXPOSURE CATEGORY: B C X D 4. DESIGN WIND VELOCITY: 160 MPH 128 ASD NIA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT: +A 15' ROOF PITCH: 5112 PARAPET: NIA FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: ( PSF, BASED ON 10 SQ. FT. @ 10' MRH) ZONE 1: + 22.3 ZONE 2: + 22.3 ZONE 3: + 22.3 ZONE 4: + 33.6 ZONE 5: + 33.6 GARAGE: + 22.3 -35.4 -59.8 -87.9 -36.4 -44.9 -29.0 7. DESIGN LOADS: FLOOR: 40 PSF ROOF / DEAD: 5 PSF ROOF / LIVE : 20 PSF BALCONY ' NSA PSF DOCK : NSA PSF DECK : N/A PSF STAIRS : PSF FENCE: NIA PSF RAILING - NSA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X_ NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X_ YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: RONALD J. PRICE P.E. CERT. # & CO. CERT. AUTH. FL.REG. NO. 17788 DESIGN FIRM: PAUL WELCH, INC. DATE: ADDRESS: 1984 SW BILTMORE ST. SUITE # 114 PORT ST LUCIE , FL 34953 COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FPL SERVICE CONFIRMATION POINT OF SERVICE TO BE DETERMINED. DATE PROJECT WARREN AND ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 MODEL CUSTOM PLAN PROPOSED NEW CONSTRUCTION FOR: 1 1ll' , 1aI, A 4 m, LOT-14, LONE PINE DRIVE SCANNED WHITE CITY , FLORIDA 34982 BY St. LucieCou* PLANS AND ENGINEERING PAUL WELCH, INC. MECHANICAL # ELECTRICAL # CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC ,AOL,COM RONALD J. PRICE P.E. FL.REG, NO. 17788 VICINITY MAP A100 - COVER SHEET A101 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 - PROPOSED ELEVATIONS A103 - PROPOSED ELEVATIONS A104 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A105 - PROPOSED FOUNDATION PLAN A106 - PROPOSED BLOCKAND TIE -BEAM PLAN, AND LINTEL SCHEDULE A107 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. Al08 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE A109 -MISC. CONSTRUCTION DETAILS A110 - MISC. CONSTRUCTION DETAILS A111 - MISC, CONSTRUCTION DETAILS A112 - MISC. CONSTRUCTION DETAILS A113 - MISC. CONSTRUCTION DETAILS ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING& REGULATIONS DIVISION PRODUCT REV/EWAFFIDAVIT BUILDING PERMIT NUMBER: OWNERS NAME: WARREN AND ANGELA MILLARD APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER I MODEL NUMBER PRODUCT I APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS +55/-55 MI WINDOWS & DOORS SERIES 185/SINGLE HUNG FL-17499.1 IMPACT 311B'X1-1/4'MIN. EMBED. TAPCONS AT 2'/16"O.C. WINDOWS SEE ELEVATIONS +501-63 MI WINDOWS & DOORS PW-185 FL-28497.1 IMPACT 3/18'X1-1/4' MIN. EMBED. TAPCONS AT 3'18"O.C. WINDOWS SEE ELEVATIONS +/-50.0 CUSTOM WINDOW SYSTEMS HS-8200 FL-16735.1 IMPACT 3116"X1-1/2" MIN. EMBED TAPCON AT B"/12-1/2" BLOCK GLASS N/A N/A N/A N/A N/A N/A NIA SKYLIGHTS N/A N/A N/A N/A N/A N/A N/A SLIDING GLASS DOORS SEE ELEVATIONS +55/-55 MI WINDOWS & DOORS SLIDING GLASS DOOR FL-22401.3 IMPACT (2 ROWS) #14X 1-/8 CENTER' EMBED SCREWS AT 6"l SWING TYPE DOORS SEE ELEVATIONS + 67 / - 67 THERMATRU SMOOTH STAR FL - 20468.1 N/A 1/4' X 1-1/4' MIN. EMBED. TAPCONS AT 8" 114" O.C. FRENCH DOORS SEE ELEVATIONS + 50 / - 50 THERMATRU SMOOTH STAR FL - 20468.9 IMPACT 1/4' X 1.114" MIN. EMBED. TAPCONS AT e" 114" O.C. GARAGE DOORS SEE ELEVATIONS + 36 / - 44.0 DAB 824 / 811 NOA # 17-1018.12 N/A 511 6"X 15/8' LAG BOLT (1) PER BRACKET HURRICANE PROTECTION N/A N/A N/A N/A N/A N/A N/A ROOFVENTILA710N NIA N/A N/A N/A N/A N/A N/A ROOFING MATERIALS - 87.9 - 90 METAL SALES MANUFACTURING CORPORATION 5V-CRIMP METAL ROOF FL - 14646A N/A PER ROOF ASSEMBLY ATTACHMENT I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. NAME: RONALD J. PRICE P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION: FL.REG. NO. 17788 TITLE COVER SHEET 2019.02 1 DATE 06-25-19 SCALE AS NOTED I DRAWN I CHECKED BILL SCHROEDER ENGINEER PAUL WELCH INC. MECHANICAL ® ELECTRICAL ® CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 �/, n PHONE: (772) 7 AOL.8 i'(V/y EMAIL' PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFYALL DIMENSIONS, CONDITIONS AT JOB 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 2017 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. ADDITIONAL NOTES 1) INTERIOR TO BE W' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. Y." THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 A' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 518" LONG, 9/32" 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 1326, 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) WALLAND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE 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 7022.1 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 165B AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 667 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLASSEMBLIES, 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. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITHASCE7-10. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL 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 WSUSPENDED SLABS: 1 '/:" 6) LAP ALL REINFORCING STEEL 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 PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE MINIMUM 4" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. 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 WEATHERSTRIPPEDAND INSULATED TOA LEVEL EQUIVALENTTO 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 LIMITAIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) 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 FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72' OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. �, R RON RAYMOND R CONSTRUCTION V J LI 8 2019BOCC r Lo L 19'-0" SEEACTUAL TUB MANUFACTURE SPECS. 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I a ' ■ ■ i RECESS SLAB 15" i ■ ■ ■ __ ■ ° ■ I© ■ ■ , ■ ■ ` ■ ■ w BELOW FINISH FLOOR ■ SH 35 " B-1/2^STEP © II SH-35 II II II c7 O LU COVERED PORCH " ° „ COVERED PORCH ' 8'-1" FLAT CEILING „ 9'-4" RAISED WALL „ 8'-1" FLAT CEILING RECESS SLAB 3-1/2" `� x BELOW FINISH FLOOR �� ;; 5/12 CEILING _ 5/12 CEILING �� " �* -- --------- - - - - -; -------------- - -- - -- -- --- ■ ° H-1/. ■ ■ ■ ■ 16080/OHGD ■ ■ FLOOR PLAN SCALE: 1/4" = V-0" 6" X 6 (PT) POSTS STEP AND RISERS 4" X 6" (PT) POST (2) EQUAL RISERS (EACH SIDE) 21'4" 11'4" t 13'-l" EXTERIOR CEILING TO BE STUCCO OVER WIRELATH BEAM REFERENCE w/I2"NAILSw/8/8"DIA.HEAD 8`O.C.OVER SIB'METALRIBLATHO.C.w/LAYERS OF 16 #FELT OVER EACH FRAMING MEMBER) F 66'-0° N O � (E) 3068 / 1-LITE / 14" SIDELIGHTS / TEMP. w/ FIXED GLASS ABOVE 5-V CRIMP METAL ROOF OVER PEEL & STICK, OVER 19/32"CDX PLYWOOD ROOF SHEATHING w/ 8d RING SHANK NAILS, PER ROOF SHEATHING DETAIL WOOD TRUSSES @ 24" O.C. MAX. SIMPSON STRAP PER DETAIL DOUBLE 2"X6" TOP PLATE 2" X 6" CEDAR FASCIA ALUM. DRIP EDGE NON -VENTED STUCCO SOFFIT' (SEE DETAIL) 112" PLYWOOD NAILED TO STUDS w/ 8d NAILS 6" O.C. @ EDGES & 12" O.C. @ FIELD STUCCO FINISH / HARDIE LAP SIDING R-19 INSULATION 2"X6" BLOCKING @ALL SHEATHING JOINTS, AND NO JOINTS @ FLOOR TRUSS TO WALL. 2"X6" WOOD STUDS 16" O.C. SIMPSON MSTAM-40 w/ (13) 1Od & (8) 1/4" X 1-3/4" TITEN @ EVERY 3RD STUD 2"X6" BOTTOM PLATE w/ 3/8" X 4" LAG SCREWS @ 16" O.C. SIMPSON STRAP PER NOTE. SP-6 NOT REQUIRED @ MSTAM LOCATIONS STUCCO FINISH /HARDIE LAP SIDING VERTICAL RE13AR TIED TO DOWEL & RUNNING INTO TIE -BEAM IN 3000- P51 CONC. CSIZE & SPACING AS NOTED) ON FOUNDATION PLAN J VERTICAL DOWELS- w/ 30"LAP SPLICE FROM FOOTER rSEE FOUNDATION PLANT I\ FOR SIZE &SPACING J MONO FOOTING PER FOUNDATION PLAN 0'-0" TOP OF SLAB U) W 0 O N 2 STORY TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCKCONSTRUCTION) NO SCALE TUB./SHOWER ROD & SHELF 5'-11 Yz' —N N WARDROBE WC ------- 0 50 BATH 8'-1" FLAT CEILING x a a i BEDROOM #3 8'-l" FLAT CEILING X 6" EXTERIOR WALLS 60" X 16" FIXED GLASS 1 cana"1 � a:v■ s.�:1 � ■. F-1n n:v rzr. I i1/2" DRYWALL CEILING & WALLS SIMPSON SP-6 w/ (6) - 10d EACH STUD TOP & BOTTOM PLATES I:F.F9�:NR1:Ub9 3/4" T & G PLYWOOD, NAILED @ 8" O.C. EDGES, 12" O.C. FIELD OVER FLOOR TRUSSES 16" O.C. R-11 INSULATION iR-11INSULATION { __ _____—_-t �1/2" DRYWALL @ CEILING 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS FILLED W/ 3000 PSI CONCRETE VX 2" P.T. FURRING STRIPS @ 16" O.C. ON TOP OF 3/4" RIGID FOIL FACE INSULATION 4" CONC. SLAB (MIN. 2500 PSI) W WXV 10/10 W.W.M. OR FIBERCRETE O 60" X 16" FIXED LOFT 8'-l" FLAT CEILING 2ND LEVEL FLOOR PLAN N g O A ® Rq r^, Rq rn V 0 a O J W w W EW Mai a ham! O ® Loco Lo N04 V� m d Iu PROJECT PROPOSED NEW CONSTRUCTION WARREN &ANGELAMILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION — A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C PLAN DIMENSIONS 6fi'-0"X 69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEETINFORMATION DATE AUGUST 12, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL o ELECTRICAL o CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG, NO. 17788 AUG 2 6 2019 SHEET• 77777] SCALE: 1/4" = V-0" cots rCtA Y E CouN? - - - ----- - - - - -- - - -----------+/-22'-2"TORIDG`__+ 1111111111 - I111111111 IIIIIIIIII � � ■ IIIIIIIIIII � nnnnn � IIIIIIIIII - I111111111 _ I\ •.' 1 1 1111111111 i 0 I I I Iww�1 1 OPENING I.D. OPENINIG MARK OPENING ZONE: INTER] HARDIPLANK NOTE: (ATTACHMENT TO WOOD FRAME) -------- - - - - -- +/ 15'M.R.H.�_ I I ' LI L II, OPENING I.D. ^ SIOELITEs" 4"WIDE RAISED HARDIE HORIZONTAL LAP SIDING - OPENINIG MARK: (1) STUCCO BANDING. (TYPICAL AT FRONT ELEVATION) OPENING ZONE : INTERIOR (TYPICAL) OPENING I.D. "D" OPENING I.D. ' OPENING I.D. "C" MARK: OPENING ZONE :INTERIOR G ZONE R OPENINIG MARK : (4) OPENINIG MARK: (4 OPENING ZONE : END OPENING ZONE : ENI B. i4) OPENING LD. )R OPENINIG MARK: (1) OPENING ZONE: INTERIOR HARDIPLANK SIDING TO BE ATTACHED OVER TYVEK BUILDING WRAP OR 15 # FELT OVER NEW PLYWOOD. HARDIEPLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4" LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH 8d X 2-1/2" LONG GALVANIZED BOX NAILS PLACED IN THE OVER -LAPPED AREAAT 8" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH 5/8" PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH 10d NAILS @ 4" O.C. PERIMETER & FIELD. HARDIPLANK NOTE: (ATTACHMENT TO CMU� HARDIPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15 # FELT OVER CMU. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 t1Y4" LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH ET&F FASTENING SYSTEM INC ET & F BLOCK NAIL (ET&F NO. ASM-144-125, HEAD DIA.=0.3011, SHANK DIA.=0/14", LENGTH = 1.25" LONG) , OR MAX SYSTEM BLOCK NAIL (CP-C832 W7-ICC, HEAD DIA. = 0.30", SHANK DIA. = 0.15", LENGTH = 1.3".) OR AEROSMITH BLOCK NAIL (5323HP, HEAD DIA. = 0.30", SHANK DIA = 0.1444", LENGTH = 1.25") PLACED IN THE OVER -LAPPED AREA AT 8" ON CENTER VERTICALLY AND 12" ON CENTER HORIZONTALLY INTO BLOCK. ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OFA PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. CALCULATE ATTIC VENTILATION (COVERED PORCH CEILING = 820 SQUARE FEET 820 / 150 = 5.47 REQUIRED VENTILATION 137 LINEAR FEET OF 6' X 22' VENTS @ 48' O.C. = 31.4 SQ. FT / 2 15.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 6.1 SQUARE FEET> 5 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT VENTS (a) 48" O.C. FOR COVERED PORCH SOFFITS CALCULATE ATTIC VENTILATION (GARAGE) CEILING = 486 SQUARE FEET 3028 / 150 = 3.24 REQUIRED VENTILATION 53 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 12.15 SQ. FT. / 2 = 6.1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 6.1 SQUARE FEET> 3 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT VENTS (a) 48" 01 FOR GARAGE SOFFITS BEARING HT. 8'1 r a ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. z z 2 OPENING AREA INTERIOR OPENING ZONE END OPENING ZONE a IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE O 1 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF 2 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF Q 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF a 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36.1 PSF 1+33.2 PSF +44.2 PSF s 35 +33.1 PSF - 36.0 PSF +33.1 PSF +44.1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF DESIGN PRESSURES PER ASCE 710 z 160-C ---------- --- -- ---------- BEARING HT_8'_1l II I 4" X 4" (PT) POSTS 4" WIDE(RAISED jTUCCO VERT EDGE BANDING. TYPICAL FINISHED_ FLOOR 0'-_0" , I _ II I , II � II DL_________________________1 ________________________r�___ 1 i I I I I 111 •_ _J# le ,I a 111 „ II 111 „ li 111 „ I 111 5� ,I I I In „ II In „ II I, II II ,I II II II II it I II II II � II ,I 11 II II II II II II 11 II II b � II II II 11 11 II II I� I, II I I I I - -------------------- ----- I I II II I ------------------------'I II II II II I II i III I II I I II II II II ayIII II 1'====----------- -'� >'Il' ------------------------- ROOF CONCEPT DRAWING SCALE: 1/8" = V-0" OPENINGI.D. "R" OPENINIG MARK: (1) ,I 12 IPENING ZONE :END I � 5 f I �I I - ­5 V CRIMP METAL OOF 2ND LEVEL TRUSS BEARING 17'-2 7/8" - -- TEXTUREDSTUCCO FINISH 4" RECESSED STUCCO BAND W/ SMOOTH FLOAT. - e (TYPICAL @ SIDES & BACK) METAL ROOF I v I 12 � � 2ND 9 FLOOR LEVEL '- O 1 3/4" BEARING HT. 8'-1" I I - ....... _. ._I ........ .. .....-i 24" I� TEXTURED U E_ OH STUCCO FINISH Z w x STACKED SLIDING W GLASS DOOR m W 30 OPENING I.D. "M" 0 ENINIGMARK:(1) Z OPENING ZONE: END 3 FINISHED - FLOOR 0'0" OPENINGI.D. "J" OPENING I.D. "L" OPENINIG MARK: (5) OPENINIG MARK: (2) OPENING ZONE :INTERIOR OPENING ZONE : INTERIOR o M LL E� w W a Z� o LL Do r/ o x O m PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 69II-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 522.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4108.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM ENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEETINDEX Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113- DETAILS SHEET INFORMATION DATE AUGUST 12, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 114"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL IJ ELECTRICAL a CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 AUG 2 6 '2019 SHEET REV CpWj 4PUA►`�CE :DE - "- t-ni INTY ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. O z z OPENING AREA INTERIOR OPENING ZONE END OPENING ZONE 0. IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE O Al 10 +33.6 PSF - 36A PSF +33.6 PSF +44.9 PSF 2 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF A 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF 4 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36A PSF +33.2 PSF +44.2 PSF s 35 +33.1 PSF - 36.0 PSF +33.1 PSF +44.1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF H DESIGN PRESSURES PER ASCE 7-10 Oz 160-C HARDIE HORIZONTAL LAP SIDING (TYPICAL AT FRONT ELEVATION) BEARING HT. 8'-l" - - - - - ! 4" WIDE RAISED STUCCO VERT. EDGE BANDING. FINISHED FLOOR 0'-0" -- - - - - 2" X 4" PT WOOD LEDGER WITH 1/4" X 3" TAPCONS AT 24" O.C. 2" X 4" CONTINUOUS:@ 24" O.C. (EACH TRUSS) WITH (2) 16d AT TRUSS AND (2) 16d AT LEDGER CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" CEDAR FASCIA 6" X 22" VENTS AT 4'4- O.C. 'COVERED PORCHES AND GARAGE STUCCO OVER WIRE LATH w/ llga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERSOF 15 # FELT OVER EACH FRAMING MEMBER) SOFFIT DETAIL NO SCALE NOTE: (LEVEL RETURN VENTED STUCCO SOFFIT) ONLYAT COVERED PORCHES AND GARAGE (2" X 6" RAKED FASCIA) 2ND LEVEL TRUSS BEARING IT-2 7/8" II " it h\ _____ ___ 2ND LEVEL TRUSS BEARING 1T27/88 STUCCO FINISH RIGHT SIDE ELEVATIONO2 O- OP . - ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES, (102mm) IN HEIGHT WITH STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. OPENINGI.D. -T- OPENINIG MARK: (3) --p NG ZONE: INTERIOR ` RECESSED STUCCO BAND w/ SMOOTH FLOAT. BEARING HT 8' 1" (TYPICAL (&SIDES &BACK) ----------- I', II OPENING I.D. "M" w OPENINIG MARK: (3) W OPENING ZONE : INTERIOR K w Lu o Ir TEXTURED STUCCO FINISH ❑ 0 z FINISHED FLOOR 0' _0" - - - - - - WELL PUMP PAD - - - - - - - - - - - - I.D. "N" ZONE: INTERIOR U CALCULATE ATTIC VENTILATION (COVERED PORCH) CEILING = 820 SQUARE FEET 820 / 150 = 5.47 REQUIRED VENTILATION 137 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 31.4 SQ. FT. / 2 = 15.7 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 6.1 SQUARE FEET> 5 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT VENTS 48" O. C. FOR COVERED PORCH SOFFITS CALCULATE ATTIC VENTILATION (GARAGE) CEILING = 486 SQUARE FEET 3028 / 150 = 3.24 REQUIRED VENTILATION 53 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 12.15 SQ. FT / 2 = 6A SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 6.1 SQUARE FEET> 3 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT 6"X 22" SCREENED SOFFIT VENTSCa 48" O.C. FOR GARAGE SOFFITSO.C. FOR GARAGE SOFFITS 12 ::715 �CONCRETEUTILITY SI_AB OPENINGLD. "0" 04 LEFT SIDE ELEVATION OPENINIG MARK: (3) OPENING ZONE: INTERIOR SCALE: 1/4 = V-0" �_,,,5 V CRIMP METAL OPENINGI.D. "FIXED" OPENINIG OPENINGGZONEZONE ; INTERIOR L�J G -STUCCO FINISHo PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) 5V CRIMP METAL ROOF OVER PEEL & STICK CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" CEDAR FASCIA 24" NON -VENTED OH STUCCO SOFFIT - NOTE: (SEE DETAIL) ONLYAT COVERED PORCHES AND GARAGE STUCCO FINISH VERTICAL REBAR TIED TO DOWEL - & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS - w/ 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLAN 1 l FOR SIZE & SPACING J _V0'_0" TOP OF SLAB GRADE 6" BEARING HT_8' 1" OPENINGI.D. "J OPENINIG MARK: OPENING ZONE: I 12 5[,<:� 2ND LEVEL FLOOR 9'-1 3/ BEARING HT. F-1" " X 4" (PT) POSTS (TYPICAL) FINISHED FLOOR --0o R-20 SPRAY FOAM INSULATION rk 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL, 8" PRECAST LINTELS FILLED W/ 3000 PSI CONCRETE VX 2" P.T. FURRING STRIPS @ 16" O.C. ON TOP OF 3/4" °j RIGID FOIL FACE INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS CONCRETE SLAB (SEE FOUNDATION PLAN) TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE �,f ❑ 4" RECESSED STUCCO BAND w/ SMOOTH FLOAT. T� ).. OPENING I.D. "P" (TYPICAL @ SIDES & BACK) �II OPENINIG MARK: (3) OPENING ZONE: INTERIOR OPENING I.O. OPENINIG MARK: (3;q - - OPENING ZONE: END - - - FINISHED FLOOR 0_0�+ GARAGE FLOOR 15" CONCRETE LANDING BELOW FINISH FLOOR 01 � a LL W O W a �xLL O ®,I co N O" [� O m a fl■�■i I I PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 69'-O" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOORAREA 522.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4108.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM ENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SHEET INDEX Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE AUGUST 12, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC" MECHANICAL o ELECTRICAL o CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 , )10 AUG 2 6 2019 SHEET ,T, L13CI C U- IOCC LL POOL PREWIRE a 3�o : ,INS, `O I U --- OJ ■ WHIRLPO L TUB 4 G FI / - ■ GFI 220V. / WP 110V. WP/GFI IRRIGATION PUMP ■ I FAN PREWIRE I \ \ ■ I DISC. (b 220V. � ■ 9 vi:/ I(�)- WP/GFI II V II SDI O DETECTOR Cal I I � FAN PREWIRE v — - METER & MAIN r DISCONNECT ■. / IB ■ FLOOD PREWIRE lam' -LEE,I IN ■ 220V. c , ` � Q__ O w EWH o a \ o /w TV &OUTLET \ a� o (VERIFY) N \ I E9 I OUTLET @ ` 36"AFF *D11 F 220V. DISC, Q (pGFI ATTIC LIGHT\ f I� i " DISC. (PULL DN. STAIRS) Ir :. li AHUI GFI - BOTTOMCHORDBEARING AHU LOCATED ABOVEGAPAGE GFI ----------------------- _--- -- J ELECTRICAL PLAN SCALE: 1/4" = V-0" PHONE AND CABLE LOCATED BY BUILDER II II II II ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT TC GFIOUTLET Q� 3-WAY SWITCH $3 SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES P�9 PUSH BUTTON (] ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WpIrFl SERVICE PANELDQ o 110V OUTLET 220V OUTLET (P Q SERVICE METER LIGHT FIXTURE � L J CEILING FAN 4-PLEX OUTLET ��np w WALL MOUNTED /�r 0 SWITCHED OUTLET LIGHT FIXTURE ��/ LIGHT FIXTURE rPl SPECIAL PURPOSE ® w/PULL SWITCH L l CEILING FAN W/LIGHT JUNCTION BOX RECESSED LIGHTR A/C DISCONNECT VAPOR PROOF P a O PHONE OUTLET T RECESSED LIGHT tad TV OUTLET 4j FLOOD LIGHT FLOOR OUTLET G E. FAN LIGHT ® SCONCE PREWIRE ':�7 NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA72 11 ■ ■(V- ■ tl 'p ■ ® ■ N N 1 \ / �LRY ' ,I-L ♦ I $ l J I / I ■ I I GFI: I ro I R GFII � GFI' w3 GFI �I z° o 5 �' \ — / W <° wYw 0" o � GFI F— (P / , 1 GFII D I ■ `\\ R � �000 � 220V_�@I \ LGFII�) � I ♦\ rro I' FAN PREWIRE TV &OUTLET 66" AFF (VERIFY) V(b ■ ■ ■ ■ ■ u II II II u II II II II II WP/GFI n II II II II II II II — — — — — — — — — — — — — — — — i® GFI _ w WP / GFI db n I I II II I, II I, II II II FAN/LIGHT PREWIRE 8: 3#410THW IN2"C -ELECT. SERVICE "EP" OM 250 2 120/240V 1'a MBR 250A MLO # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND 3 # 4/0, # 4, 2" C ELECTRICAL RISER / DIST. / OPTION "A" NOTE: USE ALL COPPER WIRE NO SCALE SEPTIC STUB OUT O 250 „EP„ 2 120/240' M 1'a MBR 250A MLO (3) 4/0, # 4, 2" C J # 6 CU GROUND TIED -TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE BUG SERVICE BY FPL (3) - # 4/0 THW IN 2" C ELECTRICAL RISER / DIST. / OPTION "B" NO SCALE ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA70) 2017 EDITION. 2)A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS ORA MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBCAND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FORALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ELECTRICAL LOAD CALCULATIONS PER NEC 1 2824 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 8472 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 101 MISC. 10000 TOTAL: 48672 VA FIRST 10 KW @ 100% REMAINDER a 40% TOTAL: A/C HEAT al 100% TOTAL: 45468.8 = 189.45AMPS USE 250 AMP SERVICE. 240 10000 15468.8 25468.8 20000 45468.8 VA V /1 nd 4 J � I I �. 9 ' \ 60 i SD/CO �{ II 1 � L DETECTOR AHU#2 Z Ef3 II D � I ' 4 FAN PREWIRE I, \ I K 0 w w Of cD SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4" = V-0" A Ix O A" MM � F�1 O J LL wW U W FL Ix o LL Oo ® C O III � d PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 6W-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOORAREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE AUGUST 12, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL o ELECTRICAL o CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 117788 AUG 2 6 2019 SHEET 1 , I SCALE: 1/4" = V-0" 9'-4" WALL HEIGHT WALL STEP REFERENCE 1-1 8'-1" BEARING HT 9'-4" BEARING HT. FIRST FLOOR OPENING SCHEDULE CASTCRETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING OPENING TYPE MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE APPLIED CODE OPENING OF BEAM HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 84" 84" 9'-4" 17'-4" 8F24-1 B/lT 1609 850 637 600 O SH-35 53-7/8" X 63" 80" 8'-l" 5'-4" 8F16-lB/lT 5365 200 2290 200 3 O 3068 NTRYDOOR OIT ETEMP.GORDELI VERIFY" SEE g,� N/A N/A N/A N/A N/A N/A (2) 14"TEMP. GL. SIDELIGHTS DETAIL 3A FIXED GLASS TRANSOM "VERIFY" 100" 9'-4" 7'-6" 8F12-lB/lT 1011 600 727 400 FRONT DOOR OEPENINGDETAIL ® SH-35 54-1/8" X 63" 81" 8'-1" 5'-4" 8F16-lB/lT 5365 850 2290 550 0 36" X 16" FIXED 37" X 16" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 2724 © 3068 / OUTSWING 41-1/2"X83" "VERIFY" 83" 8'-1" 4'-6" 8RF14-lB/lT 1756 200 2525 200 DOOR O 3068/OUTSWING 41-1/2" X 83" 83" 8'-1" 4-4- 8RF14-1B/1T 1756 2050 2525 1500 DOOR "VERIFY" ® SEEPRODUCT "VERIFY" 81" 8'-1" 10'-6" 8F16-lB/lT 1533 1000 914 700 APPROVAL O 12080/3-PNL. TEMP. I SGD / STACKED 142-1/4" X 96-1/2" "VERIFY" 96-1/2" 8'-1" 13'-4" 8F16-16/2T 1075 1050 770 615 10 2668/OUTSWING 35-1/2"X83" 83" 8'-l" 4'4" 8RF14-lB/lT 5206 1400 2635 1000 DOOR 11 SH-34 53-7/8" X 50-5/8" 81" 8'-1" 5'4" 8F16-1 B/lT 5365 200 2290 200 12 36" X 16" FIXED 37" X 16" 81" 8'-1" 4'-6" 8F16-1 B/1T 6113 200 2724 200 13 SH-25 37-3/4" X 63" 81" 8'-l" 4'-6" 8F16-1 B/1T 6113 400 2724 300 �a SH-25 37-3/4" X 63" 81" 8'-1" 4'-6" 8F16-1 B/lT 6113 1200 2724 200 15 SH-25 37-3/4"X63" 81" 8'-1" 4'-6" 8F16-lB/lT 6113 1200 2724 200 16 3068/IN-SWING DOOR 41-1/2"X83" 83" 9'-4" 4'-6" 8F29-lB/lT 10294 5077 16 SH-25 37-3/4"X63" 81" 9'-4" 4'-6" 8F31-lB/lT 10294 5077 8F20 CROSS SECTIONS FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR x C.M.U. U' J uw x F U Q Q GROUT 00 LO Jio FIELD ADDED #5 REBAR @ BOTTOM Z r (MIN. (1) REQUIRED) BOTTOM REINFORCING 7 5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ F— BOTTOM OF LINTEL CAVITY 8F16-1 B/lT QUANTITY OF #5 REBAR @ TOP NOMINAL WIDTH NOMINAL HEIGHT TYPE DESIGNATION 7 w r, Q� a M � 0 O LL ww U W iL Mo F- W 0 coLL Lo 0 ®N T 0 Vl m a U PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE EXPOSURE PLAN DIMENSIONS AREA TABULATIONS m i[.Yo3o] 66'-0"X 69'-0" 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIM ENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE AUGUST 12, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1'-0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL o ELECTRICAL c CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 m AUG 2 6 2019 SHEET A10f? REVIEWED I At4C ST. LU FIRST FLOOR AC LAYOUT SCALE: 1/4" = V-0" EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens Kitchensl00 cfm intermittent or 25 cfm continuous Mechanical exhaust capacity of Bathrooms —Toilet Roams 50 cfm intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 Us. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. NOTES: 1. MUST HAVE 4" CLEARANCE AROUND AHU. 2. ALL SUPPLYAIR DUCTWORK MUST BE ROUTED AT A MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (1829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (610MM) WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAYAND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS: A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BYASWITCH LOCATED AT THE PASSAGEWAY OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AIR HANDLING UNITS: 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. NOTICE TO OWNER; A PART OF YOUR AIR CONDITIONING SYSTEM, THEAIR HANDLER, IS LOCATED /N THE ATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THE AIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION LIVU LLVtL/-kU PLAIN SCALE: 1/4" = V-0" PROPOSED NEW CONSTRUCTION WARREN &ANGELAMILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C PLAN DIMENSIONS 66'-0"X 69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SO. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. Al00 - COVER SHEET A101 - FLOOR PLAN A102- ELEVATIONS A103- ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN' A108- TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL `, ELECTRICALa CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 `SHEET A107 Review'E0 j:OF _ ® . ^hAPLIANCE S-r emu SOCC FIRST FLOOR TRUSS LAYOUT SCALE: 1/4" = V-0" WALL HEIGHT 2nd FLOOR @ 17'-2 7/8" BEAM BOTTOM HEIGHT 8'-1' WALL HEIGHT 8'1" TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG-TIEAS SPECIFIED. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC. , AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS (12)16d CONTRACTOR: RON RAYMOND CONSTRUCTION OWNER: MILLARD RESIDENCE TRUSS MFGR: CHAMBERS TRUSS LAYOUT DATE: 05 / 14 / 2019 CUT -SHEET DATE: 05115 / 2019 TRUSS ID BEARING POINT TRUSSACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN (14) 10d X 1-1/2" FASTENERS NOTES GR2 1ST 6234 (2) FGTR 9400 (36) SDS 1/4" X 3" & (2) 1/2" X W TITEN HD GR2 2ND 11160 FABRICATED CONNECTOR 12000 "SEE DETAIL" GR4 2ND 1272 (2) MTS 16 2000 (14) 10d X 1-1/2" GR6 18T 451 (1) MTS 16 1000 (14) 10d X 1-1/2" 2O GR6 2ND 2645 (1) MGT 3965 (22) 10d & (1) 5/8"A.S. GR6 3RD 7966 (1) HD12 11350 (4) 1" STUD BOLTS & (1) VANCHOR BOLT SEE' GABLE END DETAIL" GRA 2ND & 3RD 2878 (1) MGT 3965 (22) 10d & (1) 5/8" A.B. GRB 2ND 1832 (2) HETA20 2035 (10) 10d X 1-1/2" GRC 2ND 1003 (2) MTS 16 2000 (14) 10d X 1-1/2" GIRD 1ST & 2ND 1417 (2) MTS 16 2000 (14) 10d X 1-1/2" GABLES CONT 100 # PLF () HETA 20 1810 (8) 16d 1 STRAPAT EACH END AND 24" O.C. VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14) 10d X 1-1/2" 7 (D 1 STRAPAT EACH ENDAND 24" O.C. ALL OTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-1/2" AT CBS BEARING ALLOTHERs AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14)10d X 1-1/2" AT FRAME BEARING 1� VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO SUPPORTING TRUSS AND (3) # 9 SO X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTSISAS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. 2U USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) FOR MISSED TRUSS CONNECIORS Al BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON- HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR w� A� a M O LL wW W O a 0 L6 O ON V1 m PROJECT NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C 66'--0"X 69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 466.0 SO, FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. Al00 - COVER SHEET A101 - FLOOR PLAN A102- ELEVATIONS A103- ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN Al09 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= 1=0" REVISIONS PAUL WELCH INC. MECHANICAL a ELECTRICAL ,� CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 SHEET A08 z z W D- O 0 ti 16" X 3" TAPCONS @ 12" O.C. (TYPICAL) /2" REDHEADS w/ 2" DIA. X 1/8" WASHER L) T) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS : 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) m 0 w w 0 Ir 0) 51-02/411 2NDLEVEL EXTERIOR OPENING PLAN 4 OPENING SCHEDULE (CONTRACTOR TO VERIFY) OPENING OPENING TYPE FRAMED BOTTOM WALL CODE OPENING OF BEAM HEIGHT O FIXED GLASS 60.75" X 17" BY BUILDER 8'-1 1/8" O2 SH-25 37.75"X63" BY BUILDER 8'-11/8" 0 60" X 16" GL FIXED ASS 60.75" X 17" TT"FIX BY BUILDER 8'-1 1/8" Q 2 1 0Lu IL T \ \` 3 ' _3 �� —� - 2 �y `,, EAVE ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW-) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE (3) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. CORNER BAR GATT I\IOI II ATIAAI # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN FILLED CELL CONTINUOUS UJ TO FOOTINGS. Q 5 CORNER BAR # 5 HORIZ REINF. TYP BLOCK TRANSITION NO SCALE TRUSS BOTTOM CHORD 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER 2" X 4" WOOD FRAMING Q 24" O.C. OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICAL ALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1-1/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 2'-0" O.C. (10d NAILS FOR WOOD FLOOR) EXISTING FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE STUCCO CEILING: STUCCO OVER WIRELATH w/ 11GA. 2" NAILS — w/ 3/8' DIA. HEAD @ 6' O.C. OVER 3/8" RIB LATH Q 6' O.C. WITH (2) LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER. 12 5 VAPOR BARRIER (2500 PSI) CONCRETE FOUNDATION 3" MIN. CONCRETE COVER ON ALL STEEL. D o D o D a b 5-V CRIMP METAL ROOF OVER PEEL 8 STICK PRE-ENGINEERED ROOF TRUSSES 24' O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER TRUSS CONNECTOR SCHEDULE CONT GALV MTL DRIP OVER (PT)1 X 2 X 6" CEDAR FASCIA SOFFIT PER DETAIL DOUBLE 2" X 12" WOOD HEADER WITH 1/2" COX PLYWOOD SPACER GLUED AND NAILED w/ 16d NAILS AT 8" O.C. STAGGERED BOTH SIDES SIMPSON AC-4 w/ (28)16d NAILS EACH POST TO HEADER (USE SIMPSON LCE-4AT CORNER POSTS WITH (24) 16d NAILS) SIMPSON LSTA 18 w/ (14) 10d NAILS AT CORNER POSTS (1) PER HEADER. PT 4 X 4 WOOD POST SIMPSON ABU44 WITH (12)16dAND (1) 5/8" DIA. X 12" ANCHOR BOLT. FINISHED GRADE TYPICAL 4 X 4 POST DETAIL (SIDE PORCH NO SCALE 8" X 8" BEAM BLOCK WITH (1) # 5 BAR CONTINUOUS IN (3000 PSI) CONCRETE FILLED CELL 8" PRECAST LINTEL WITH (1) # 5 BAR CONTINUOUS IN (3000 PSI) CONCRETE FILLED CELL (SEE BLOCK PLAN # 10) FINISH z O w m :IIIOIIIOIIICIII�IIIo.. II.111=III_II1=111_IIIE. .I EIIP_II1=111=111=III=111e.. A2 II�III�III�III�IIICII1�111�, .1�11 " SIMPSON " STRAP PER TRUSS CONNECTOR SCHEDULE TRUSS BY TRUSS COMPANY 2" X 8" WOOD BLOCKING WITH (3) # 14 X 3" SCREWS EACH TRUSS SLIDING GLASS DOOR TRACK SLIDING GLASS DOOR SLIDING GLASS DOOR TRACK RECESS FOOTING +/-1-1/211 AT SLIDING GLASS DOOR CONCRETE FOOTING PER PLAN SLAB DETAILAT SLIDING GLASS DOOR NO SCALE NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION) A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C PLAN DIMENSIONS 66'-0"X 69'-0" AREA TABULATIONS 1ST FLOORAREA 2280.0 SO. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEETINDEX A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103- ELEVATIONS A104- ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN A108- TRUSS PLAN A109 - DETAILS' A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS SHEET INFORMATION DATE JUNE 25 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = V-0" REVISIONS PAUL WELCH INC. MECHANICAL -ELECTRICAL 1, CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 .1 �9 ' p�lAO�C CMU W (SEE Wj CORRO7 PER APPLY PE BETWEE (SEE V s 1'1'I1 FILLED CELL AT JAMB BLOCK (TYPICAL) 10X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR V X4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-114" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. 3/4" NOTE PRECAST CONCRETE WIND RESISTANT FLUSH /8" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-318" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 NG FILLED CELLAT JAMB BLOCK (TYPICAL) V X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMBAND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) 4-„ UCK DETAIL NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 1-114"EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: FILLED CELLAT JAMB BLOCK (TYPICAL) 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOORJAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P T. RIPPED DOWN TO 2 X 4-118" P. T. w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"O.C. w/# 10SCREWS, PER PRODUCTAPPROVAL. WINDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9. CONTRACTOR SHALL SUBMIT FMMAlAMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 318" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDSAND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILLAS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES ATALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. w 0 x PROJECT I. a 0 09 LL W U w W 'a O LL 4o W) O N X m O o: PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE TBD PLAN DIMENSIONS 66'-0"X 6W-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 522.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. PRINT 4 108. 0 SO. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. L< HEET INDEX Al00 - COVER SHEET A101 - FLOOR PLAN A102- ELEVATIONS Al03 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106- BLOCK PLAN A107- HVAC PLAN A108- TRUSS PLAN A109 - DETAILS A110- DETAILS' A111 - DETAILS A112 - DETAILS A113 - DETAILS DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 A110 FOR ST- - 13oOC PU �-- W-CRIMP SE£ DETAIL 2 �i r-SEE DETA�',E 4 FM3ti5S Al MR FLAT F I-N mW w a , PM6L on MY, {}�� t" . zs' uua¢ fuz iea. ictD rcau '® HINcmUL4a1ipF i Y11 e! MyYMN4CN&OA'TW1 JM D "' 0c. " w Ono to= 4L P#.. 'KKXYB ROPIER Jfl6lr fRI A. MWf. ,<a� T7'PIICAL PANEL !'NSTALL00N X-SE^TIQN Y9SN SFii ".. :w&t" AT "¢iW" JiMCI"4 OC 56 !7h^. SuP � �599 �,a.. i �neea.zr surti ws W m�c«Ea " xwxmace »im rI€ nmwPe "wp"B CNR uMetau+tlFaf Y!".°' YEN (MIM.Y 3B' {FyC;c FMGI R&€49 AW.L MM NM1 i6 4A. Pi J n- IYWCi[uMl €YNENgIF A 1 Yy'roV9P IS(3%171F.33: QIIR) 'WYA W PHIEt - P', a lN° V e""M wau ncF s unec : xrwcnatE +� mw. SMCRtEO rdl6�N PED +. AE9l�'fG GP.IM w1A@ L 4WM RE Uw +�����.�- '�$hM"u° .�P�cSa v w'iKivu JKQt 00L. M�°IXt45E� f'AkIRW 1 MAlMi1N RRH9x: GY J9' SG, 5. 4A Fh4':4 W#? fii W KWR"YIF& C"i9"W R rtfE M'Rui N1"D"CCWL SA LMPo%IK£ tlCCiRk SEIi"SY tl£ MNRRNI AF0.PF1'.CX°.B W MS SMMMW: k V# Kd. 'K = 4M.;4 wMTfli¢. W-Q'J�IP & RIYtE4i✓aX5t9flN4XPS N4AT @E [aSK+e'G A "i,54+D WNJ e.a£6 k5 p^ Y HIN 2B �b phiE11 iP EACk hFRY%IY:N .WA'' Apf M1R &SKn5FHi'Y OF (AMfhS ie"KR`.AWEpi -f DETAIL 2 POOPING. ATTAC'HMPNT PER FL# 14645.4 METAL SALES 5V ATTACH METAL ROOFING WITH #10-14 HEX HEAD WOOD SCREW WITH SEALED WASHER. FASTENER SHALL BE OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE DECK MINIMUM OF 3/8". FASTENERS SHALL BE PLACED IN THE RIB OF THR PANELAT 12" O.C. ALONG EVERY RIB CONTINUOUSANSAT PANEL ENDS 6" O.C. METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT: UNDERLAYMENT SHALL BE TRI-BUILT ROOFING PRODUCTS FL# 16048.1 "TRI-BUILT S/A HT TU". WHILE PRIMING IS OPTIONAL, TRI-BUILT RECOMMENDS PRIMING THE DECK IF THE FINAL ROOF COVER IS NOT SLATED FOR INSTALLATION WITHIN 24 HOURS. APPLYSHEET PARALLELTO THE ROOF EDGE. ROLL OUTAPPROXIMATELY 10 FT OF MEMBRANEAND PEEL BACK THE FIRST 3 FT OF RELEASE FILM. ADHERE THE EXPOSED PART TO THE SUBSTRATE AND UNROLL THE REMAINING MEMBRANE AS FARAS POSSIBLE. ONCE THE ENTIRE LENGTH OF MEMBRANE IS IN PLACE, PEEL -OFF THE RELEASE FILM DIAGONALLY WHILE HOLDING THE MEMBRANE TIGHT. FIRMLY ROLL THE MEMBRANE INTO PLACE TO ACHIEVE A BOND. HORIZONTAL SEAMS SHOULD BE MINIMUM 3-INCHES, CONFIGURED TO SHED WATER. VERTICAL SEAMS SHOULD BE 61NCHES AND STAGGERED NOT LESS THAN 2-FT FROM VERTICAL SEAMS IN THE COURSE BELOW. ALL OVER -GRANULE END -LAPS SHALL BE SEALED USING EITHER HEAT -WELDING OR HOT AIR WELDING TECHNIQUES. FOR VALLEYS AND RIDGES: CUT UNDERLAYMENT INTO 4 TO 6 FOOT LENGTHS. PEEL THE RELEASE PAPER AND CENTER SHEET OVER VALLEY OR RIDGE. DRAPE AND PRESS SHEET INTO PLACE, WORKING FROM THE CENTER OF THE VALLEY OR RIDGE IN EACH DIRECTION. FOR VALLEYS, APPLY THE SHEET STARTING AT THE LOWEST POINT AND WORK UPWARD. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE FLASHING SHALL BE INSTALLED AT WALLAND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH ATHICKNESS NOT LESS THAN PROVIDED IN FBC TABLE 1603.2. MAXIMUM HEADER SPAN T-0" 6'-01' 9'-0" 12'-0" 15'-0" 17'-0" NUMBER OF FULL LENGTH STUDS EACH END OF HEADER 2 2 3 3 3 3 NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 1 2 2 2 3 2" X 6" CRIPPLE STUDS AT 16" O.C. WITH "SIMPSON" LSTA-18 WITH (14) ROOF TRUSSES OR ROOF JOIST PER PLAN 10d NAILS r CONCRETE FLOOR / FOOTING ( NOTE C) DOUBLE 2' X 6" TOP PLATE STRAP EACH STUD TO TOP PLATE WITH "SIMPSON" SPH-6 WITH (10)1Od X 1-112' NAILS STRAP EACH STUD TO TOP HEADER WITH "SIMPSON" R R 9 ® B ////;/� LSTA-18 WITH (14)1Dd NAILS DOOR OR WINDOW OPENING DOUBLE2"X4"SILL (MNDOWOAYI 2'X4' STUDS AT 16" O.C. (WNDOW ONL11 ------------------------ TYPICAL HEADER gETAIL NO SCALE FULL LENGTH 2" X 6" STUDS DOUBLE 2" X 12" WOOD BEAM WITH 1/2" PLYWOOD SPACER GLUED AND NAILED WITH 10d NAILS AT 8" O.C. STAGGERED TOP AND BOTTOM HEADER STUDS 2" X 6" WOOD STUDS STRAP EACH STUD TO BOTTOM PLATE WITH "SIMPSON" SPH-6 WITH (10) 10d NAILS (NOTEA ) PT 2" X 6" WOOD BOTTOM PLATE (1) 5/8" WEDGE ANCHORS X 8" EMBED. WITH ( NOTE B) 2" X 2" X 1/8" WASHERS EACH SIDE OF OPENING AND 24" O.C. ( NOTE A) FOR 2ND FLOOR WALLS STRAP STUDS TO FLOOR TRUSS WITH "SIMPSON" LSTA 24 WITH (18)10d NAILS ( NOTE B) FOR 2ND FLOOR WALLS ATTACHED BOTTOM PLATE TO TRUSS WITH ""X 4" LAG SCREWS. ( NOTE C) WOOD TRUSS AT 2ND FLOOR 2" r / V / / / r / 2" I I I 2" VTR TTUB SH( TO 2ND FLO( I I I 2 L �\ LAV PLUMBII NO SCALE FABRICATED TRUSS CONNECTOR (AT TRUSS GR2) TR 14 1 SS ICK (30 KSI) FABRICATED STEEL CONNECTORALL WELDED TOGETHER 4000SLY WITH 5/8" FILLET WELD FOR 3/4" DIA. IOLTS AL OF 4 PER SIDE) FOR 1" DIA. =ANCHOR AL OF 4) PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION A SINGLE FAMIL MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 15W-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 522.0 SQ, FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4 108. 0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. ISHEETINDEX I A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103- ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN A108- TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS' 1 - D TAILS A113 - DETAILS SHEET INFORMATION DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAL: ELECTRICAL �CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@40L.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 lel SHEET Al I I 1 C°°`Vcle CC ST" BoCC GUARD RAILS 1) GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW ATANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION 1607.7. 2) REQUIRED GUARDS SHALL BE NOT LESS THAN 36 INCHES HIGH, MEASURED VERTICALLYABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. 3) REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OFA SPHERE 41NCHES (102 MM) IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. STAIRS 1) STAIRWAYS SHALL HAVE MINIMUM HEADROOM CLEARANCE OF 80INCHES (2032 MM) MEASURED VERTICALLY FROM ALINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAYAND LANDING. 2) STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGESTAND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). 3) WHERE THE BOTTOM OR TOP RISERADJOINS A SLOPING PUBLIC WAY, WALKWAY OR DRIVEWAY HAVING AN ESTABLISHED GRADE AND SERVING ASA LANDING, THE BOTTOM OR TO RISER IS INCHES 102 MM IN HEIGHT WITH THE VARIATION IN HEIGHT OF P RI E PERMITTED TO BE REDUCED THE SLOPE TO LESS THAN 4 IN ( ) THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.333-PERCENT SLOPE) OF STAIRWAY WIDTH. THE NOSINGS OR LEADING EDGES OF TREADS AT SUCH NONUNIFORM HEIGHT RISERS SHALL HAVE DISTINCTIVE MARKING STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKING PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIRAND SHALL HAVE A SLIP -RESISTANT SURFACE. MARKING STRIPES SHALL HAVE A WIDTH OF AT LEAST 1 INCH (25 MM) BUT NOT MORE THAN 2 INCHES (51 MM). 4) TREAD SLOPE SHALL NOT BE MORE THAN 1/4 INCHES PER FOOT (21 MM/M). 5) STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES (914 MM). HANDRAILS 1) HANDRAIL HEIGHT, MEASUREDABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). HANDRAIL HEIGHT OFALTERNATING TREAD DEVICES AND SHIP LADDERS, MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 30 INCHES (762 MM)AND NOT MORE THAN 34 INCHES (864 MM). 2) HANDRAILS WITH ACIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES (32 MM)AND NOT GREATER THAN 21NCHES 51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVEA PERIMETER DIMENSION OF AT LEAST 41NCHES (102 MM)AND NOT GREATER THAN 6114 INCHES (160 MM) WITH A MAXIMUM CROSS-SECTION DIMENSION OF 21/4 INCHES (57 MM). EDGES SHALL HM/EA MINIMUM RADIUS OF 0.01 INCH (0.25 MM). 3) HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. a) EXCEPTIONS: HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL THAT DO NOT PROJECT HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL WITHIN 11/2 INCHES (38 MM) OF THE BOTTOM OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS. FOR EACH 1/2 INCH (12.7 MM) OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4 INCHES (102 MM), THE VERTICAL CLEARANCE DIMENSION OF 11/2 INCHES (38 MM) SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH (3 MM). 4) HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLYAT LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. a) HANDRAILS FORALTERNATING TREAD DEVICES AND SHIP LADDERSARE PERMITTED TO TERMINATE ATA LOCATION VERTICALLYABOVE THE TOPAND BOTTOM RISERS. HANDRAILS FORALTERNATING TREAD DEVICES AND SHIP LADDERS ARE NOT REQUIRED TO BE CONTINUOUS BETWEEN FLIGHTS OR TO EXTEND BEYOND THE TOP OR BOTTOM RISERS. 5) CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MIN IMUM OF 11 /2 INCHES (38 MM). A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS IPSON " LSTA-18 WITH 10d BOTH SIDES EACH END X 6" WOOD BUCK 1 1/4" X 3" TAPCONS !" O.C. (TYPICAL) WALL FRONT DOOR OPENING DETAIL NO SCALE LEAI EDGE OI `X 6" TOP CAP X 4" TOP RAIL X 4" POST @ V-0" O.C. X 2" PICKETS (LESS THAN 4" CLEAR BETWEEN) X 4" BOTTOM RAIL 1/2" DIA. THRU BOLTS HAND RAIL / GUARD RAIL DETAIL NO SCALE DOUBLE 2" X 12" WITH #14 X 6" SCREWS TO TRUSS BOTTOM CHORD AT 3" O.G. (3) 2" X 6" BLOCKING ATTACHED TO FLOOR TRUSS WITH (3) #12 X W SCREWS AND TO EACH 2" X 6" WITH (3) #12 X 3" SCREWS (EACH STRINGER) NOTE: STAIR / BALUSTER STYLES ARE DIAGRAMMATIC ONLY— CONTRACTOR TO COORDINATE STYLES WITH OWNER / FINISHES " SIMPSON " LUS 28 WITH (10) 10d EACH STAIR STRINGER FLOOR TRUSS BY TRUSS CO. J J 3 z z a DJ In z 0 z x O x w z z UPPER STAIR DETAIL NO SCALE STAIR FIRST RUN RISE = 2-11-518" RUN = 3'-4" TREAD WIDTH 10" NO. OF TREADS 4 RISER HEIGHT 7.125 " (7-1/8") NO. OF RISERS 5 STAIR SECOND RUN RISE = 6'-2 1/8" RUN = 7'-6" TREAD WIDTH 10" NO. OF TREADS 9 RISER HEIGHT 7.4063" (7-716 ) NO. OF RISERS 10 LOWER STAIR DETAIL NO SCALE GUARD RAIL PER DETAIL 1" X WOOD RISER (TYPICAL) UPPER STAIR DETAIL AND GUARD RAIL PER DETAIL 2" X 10" WOOD BEAM WITH (2)1/2" DIA. THRU BOLTS EACH POST " SIMPSON " LUS 28 WITH (10)10d EACH STAIR STRINGER 1 X WOOD RISER (TYPICAL) X WOOD TREAD (TYPICAL) 10" (TYP 3/4" (TYF Z a STRINGER KNOTCHED TO FIT NAILER WITH (2) 16d NAILS EACH 2" X WOOD TREAD (TYPICAL) (TYR) —5/8" TYPE-X DRYWALL ALL AREAS BELOW STAIRS 2" X 12" WOOD STAIR STRINGER (TYPICAL OF 3) "SIMPSON" LUS-28 WITH (10) d EACH STAIR STRINGER 2" X 12" WOOD BEAM WITH (2) 1/2" DIA. THRU BOLTS EACH POST X 12" WOOD STAIR STRINGER (TYPICAL OF 3) 2" X 4" NAILER WITH 1/4" X 3" TAPCON AT 12" O.C. 2" X 8" WOOD JOIST AT 16" O.C. WITH "SIMPSON" LUS 26 WITH (6)16d AND (4)10d EACH SIDE 2" X 12" WOOD BEAM POST NOTCHED TO FIT BEAM WITH (2)1/2" DIA. THRU BOLTS 4" X 4" WOOD POST EACH CORNER SIMPSON ABA 44Z EACH POST WITH (6) 1Od & (1) 1/2" X 3-1/2" EMBED ANCHOR BOLT. co) M� O M�1 J Lt 94W w Ho W a � x0 "' LL oO�Go O a PROJECT PROPOSED NEW CONSTRUCTION WARREN &ANGELAMILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C PLAN DIMENSIONS 66'--0"X 69'--0' AREA TABULATIONS 1 ST FLOOR AREA 2280.0 SO. FT. 2ND FLOORAREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ, FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. A100 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN A108 - TRUSS PLAN A109 - DETAILS A110 - DETAILS [Al 12 - DETAILS' DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4"= V-0" REVISIONS PAUL WELCH INC. MECHANICAL ELECTRICAL n CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 SHEET ® Al 12 AE��WMP�AN�v 5T A," OGG cM VARIES F�:7�:1_17 ECESS @ SHOWER #5 REBAR VARIES z � FINISH FLOOR � GRADE FINISH FLOOR CONCRETE ce) �. SLAB ° pn 4" U 8 (2) # 5 MINIMUM CONTINUOUS, 1111 L=� RIK3" COVER MIMIMUM. (2) # 5 REBAR n16 16" (2) # 5 REBAR CONTINUOUS CONTINUOUS F8 SHOWER/CURB/RECESS SECTION SCALE: 1/2" = Viiii F2 BEARING FOOTING SCALE: 1 /2" = 1'-0" VARIES F5 BEARING FOOTING SCALE. 1/2" = 1'-0" III_IIIE111_111_ .I_111_1115111_ _III_IIIB IIBIII_ dBlll_III_III_III 24" (3) # 5 REBAR CONTINUOUS INTERIOR BEARING FOOTING SCALE: 1/2" = V-0" PRE-ENGINEERED WOOD TRUSS AT 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCHEDULE. DOUBLE 2'1 CONTINUOUS TOP PLATE 1/2" DRYWALL CEILING 2" X 4" WOOD STUDS AT 16" O.C. SIMPSON' SP4 WITH (6) 10d NAILS EACH STUD TOP & BOTTOM PLATE (16" O.C.) 1/2" DRYWALL WALLS P.T. 2'l BOTTOM PLATE w/ 1/2" X 6" EMBED REDHEAD WITH 2" X 2" X 1/8" WASHERS AT 30" O.C. -(2500 PSI MIN.) CONCRETE FOUNDATION (SEE PLAN FOR SIZES & SPECIFICATIONS) INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE INTERIOR BEARING WALL WITHOUT STEP SIMILAR NOTE: ATTACH FRAME WALL ADJACENT CMU WALL: ATTACH P.T. 2"X 4" STUD TO CMU WALL WITH 112"X 5-1/2" WEDGE ANCHORS WITH 2"X 2"X 118" WASHERS AT 24" 0.C. VERTICAL (1) # 5 REBAR CONTINUOUS FINISH FLOOR 7-7 # 5 REBAR C — � 24" CONTINUOUS �...� BEARING FOOTING F6 SCALE: 1/2" = 1'-0" 2" X 8" PORCH BEAM SIMPSON HETA20 WITH (9) 10d X 1-1/2" EACH BEAM CMU WALL (TYPICAL) CONCRETE FOOTING PER PLAN •.- nh�_mem: _III_IIIBIII_III: ETE SLAB 0 �1 0.11111110 A_III_I11=1111 Bllllll=111_I 111_III_III_IIII 111�I11_III_I w 0 w of °o J LL H co w as #5 REBAR Z_ 7-5/8" CURB 0 M 411 CONCRETE SLAB FINISH GRADE CV � t— (2) # 5 MINIMUM CONTINUOUS, 16„ 3" COVER MIMIMUM. 4" F3 CURB SECTION SCALE: 1/2" = 1'-0" #5 REBAR FINISH GRADE z CV �T #5 REBAR • IT_I�i In °n Ilem_II � mma lim . i IN III-111=111=III—LU= • � _ 1 CONCRETE SLAB co P j� (3) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F10 BEARING FOOTING SCALE: 1/2" = Vi 2" X 8" PT WOOD BEAM EACH SIDE OF 6" X 6" POST WITH (2) 5/8" DIA. X 4" LAG BOLTS EACH DOUBLE 2" X 12" WOOD BEAM WITH 1/2" CDX PLYWOOD SPACER GLUED AND NAILED WITH 10d NAILS AT B" O.C. STAGGERED BOTH SIDES 5/8" DIA. X 5-1/2" LAG BOLTS 6" X 6" PT WOOD POST 4" X 6" PT WOOD POSTATTACHED TO 6" X 6" POST WITH 5/8" DIA. X 5-1/2" LAG BOLTS 24" O.C. (COUNTER SINK 2") "SIMPSON"ABU 66 WITH (12) 16d AND (1) 5/8" DIA. X 12" EMBED ANCHOR BOLT. FRONT ENTRY POST AND ENTRY BEAM TO WALL DETAIL NO SCALE SLAB (3) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. F4 BEARING FOOTING SCALE: 1/2" = 1'-0" i CV LINTEL PER PLAN 3" X 3" X 1/8" THICK ALUM. POST EACH CORNER WITH 6" X W X 1/8" THICK FLANGE TOP AND BOTTOM WITH (4) 1/4" X 3" TAPCONS BOTTOM AND (4) 1/4" X 3" TAPCONS TOP. (1)#5 REBAR CONTINUOUS II�III�III�IIIC. I IIIBIII_III_III_ , II_IIIBIII_111_I11_ :111_III�111_I11_111_ II_III_III5111_III_III_ :111 111_I111_111=1�0111_ 1111 (2) # 5 REBAR 16n CONTINUOUS F7 BEARING FOOTING SCALE: 1/2" = Viiil III=111=111�111=111=,: 111=111=111=III=111=III=,: a=1=� �III�IIPIIP111=111=111�.. ..�ITI�IIP�Y Lo SLAB r Bo 2" X 4" WOOD STUD EACH TRUSS WITH (2) 1/4" DIA. THRILL BOLTS TOP AND BOTTOM CHORDS. PER STRUCTURAL NOTES DOUBLE 2" X 4" WOOD PLATE WITH "SIMPSON" SP-4 EACH STUD w/ (6) 11 8" X 8" BEAM BLOCK WITH (1) # 5 BAR CONT. IN (3000 psi) CONCRETE FILLED CELL # 5 BAR VERT. IN FILLED CELL PER PLAN KITCHEN WINDOW WALL DETAIL NO SCALE PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOORAREA 544.0 SQ, FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. IS r i ex Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107- HVAC PLAN Al08 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS' SHEET INFORMATION DATE JUNE 25, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. MECHANICAl ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 SHEET Foy _fA113 SEEACTUAL fl1B WALLS TO CEILING MANUFACTURE SPECS. FORDR41NLOCATION, AND DETAILS RH U / TFMP HOSE 31'-6" 3'-0' TILED SHOWER SEAT j\ �; STANDING TUB �" D �°•; I m TILED -..-.26 SHOWER � 286BISC I OCKET (2) 2' X 12" W/ 1/2" I XMg a 5'-10'/e" PLYWOOD SPACER o w 3' S'A" 2 4'/, Y "TER BATH c I TYPICAL ( ) LL A N'UAso TAT CEILING 4V VANITY 7YVANITY RECESS TILED NICHE (SPECS BY BUILDER) ."Jr;. 0 0 = 25(oc - 0-' Z 3°_2• p, 6 rtc a w I O O , ... W LL WARD BE>• > 4 0 m ' OD &SHELF ROD & SHELF 4" X 4" PT POST ' ^ W-3%. I (TYPICAL) CID` j Q N�� rA �[/ ' ``�j l� �. ----------------- — — — — — — — — — — — — — — — — — I 6 ` EXTERIOR CEILING BESTUCCO OVER I co) NAILS dY2' 8-O.C.WIRELATH DIA. OVER 8-O.C. OVER 4 W MASTER BED 6M RECESS SLAB 3-1/2° w/71GAY . HFAO (j� COVERED PORCH s"'METALRIB LATH 0e-D.C.wl(2LAYERSOF I a Z 8'-0° FLAT CEILI G BELOW FINISH FLOOR 15 #FELT OVER EACH FRAMING MEMBER) 8'-0" FLAT CEILING I I b O4 2 - 4'-0' 1 12'-0" 10'-7Y° S 03 Q 2 uj I I (TYR O.H.) I I y D: Y9. , ^ , •. m `- T-4h a 3-1/2'STEP " VERIFY RECESS 6 TRACK RED .• ..-... 6D"X44"pTU ,. - - fUfJ Ql 12080 / 3-PNL. / STACKED ITEMP. �� BrEP 'm`I If ac#1 '' 12" DEEP CABINETS ,,. .. .. _ °i -- - - - - -- - - A VAULTED (LING --• —- 8'-0" FLAT CEILING " Z :C as•vANI ' I I I "� 12'-0" �2'-6•/a" 2Y" `T 2'-9'/z" ,-8„ as }111 w �' TEMe oL. DooR ' " m q m ,{ m I iz It Zi A/C#2 BATH e. �" /� 1 �� ;w z l-' d I / y; V I W l: o COS5 DESK AREA R!2 x _ _ I NOTE TO TRUSS CO s L---'OPEN STAIRCASE z� Z � U / 3 °°: d U I w --- -- I�—GIRDERABOVE Y o . ;. r g y Nul a 3 <7 rn x// (®R�, E I Z vj W r? 4t Z tl ___I q w ___ F- d I " / x o / `4 a > 4 O ZLL W J U ___� ___ Z / Z Y b wZ- wow In VVV �L a r m xg -- z g /55 � / O_ W- N OM 2--D I I wm 3 v BED W / a v 8'-0".FLAT CEILING Z o° S — , ,. M1 I a - - RAILING J IL I v.. = m c m E. PANEL... (VERIFI') I LANDING "(dYC,I,I__ 0 20EWH o I._ APEX OF VAULTED CEILINGtwo T _ 13'-8Y" z RAILING "^ 28 SC g-3" 2888 If POCKET I KNEEIALy 2r CURB BEYOND WALL i 3 0 12'-11-------------------20MIN.FIRERATEDDO 8gF I v OPEN 8'-0"FLAT CEILING y (2)7-112"RI RS , INSULATE WALL W - w - I MIN. R-11 BATT INSU ION /2 - 1 1 2 ♦ r O W I -22_1�-X� biro � g I ATTIC ACCESS i j� f2'' w I LIJ , , 1' N -(PULL --STAIRS)- Z t1 MEDIAROQLA DINING R 2 GARAGE 111 ��� LING 306a r 1-uTE / 1a° HOSE BIBe 9'-3" FLAT CEILING m m SIDELIGHTS / TEMP. VAULTED CE NG I '4 o /FIXED GLASS ABOVE' m i U m (/;��Y 164 (� -7 i I Ir # II �� 214'_D" r - • 1 Y 1 byl lbx$ s' 4 1 �\ ATTIC STORAGE TRUSS _ - -' BOTTOM CHORD BEARING "� - AHU LOCATED ABOVE GARAGE v (2)SH-25 u u I 31/!"STEP " �� (2)SH-25 COVERED PORCH VAULTED ;; ;; COVERED PORCH I " 4 8'-0" FLAT CEILING ii �� CEILING 8'-0" FLAT CEILING FLOW FINISAHBFLOOR RECESS SLAB 15' - "------------ -------' BELOW FINISH FLOOR I'; �� I ;; 0 STEP AND RISERS SH-25 FLOOR PLAN SCALE: 1/4" = V-0" SH-25 (2) EQUAL RISERS 10'-0" 6-V CRIMP METAL ROOF OVER PEEL & STICK, OVER 19/32"CDX PLYWOOD ROOF SHEATHING w/ 8d RING SHANK NAILS, PER ROOF SHEATHING DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. MAX. SIMPSON STRAP DOUBLE 2"X6"TOP PLATE 2" X 6" CEDAR ALUM. DRIP EDGE VENTED STUCCO SOFFIT (SEE DETAIL) 6/8" PLYWOOD NAILED TO STUDS w/ 8d NAILS 6" O.C. @ EDGES & 12" O.C. @ FIELD STUCCO FINISH / HARDIE LAP SIDING R-19 INSULATION 2"X6" BLOCKING @ALL SHEATHING JOINTS, AND NO JOINTS @ FLOOR TRUSS TO WALL. 2"X6" WOOD STUDS 16" SIMPSON MSTAM-40 w/ (13) 10d & (8)1/4' X 1-3/4" TITEN @ EVERY 2"X6' BOTTOM PLATE w/ 3/8" X 4" LAG SCREWS @ 16" O.C. SIMPSON STRAP PER N0 1— SP-6 NOT REQUIRED @ MSTAM LOCATIONS STUCCO FINISH / HARDIE LAP SIDING -------- VERTICAL REBAR TIED TO DOWEL & RUNNING INTO TIE -BEAM IN 3000 PSI CONC. SIZE & SPACING AS NOTED\I ON FOUNDATION PLAN J SO 03 no i C.K Cc-►l-S . VERTICAL DOWELS_ w/ 30"LAP SPLICE FROM FOOTER CBEE FOUNDATION PLANT FOR SIZE &SPACING JI MONO FOOTING PER FOUNDATION PLAN TOP OF SLAB w/I 2 STORY TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE 60" X 16" FIXED GLASS 2ND LEVEL FLOOR PLAN SCALE: 1/4" = 1'-0" FIG BATTS i 1/2" DRYWALL CEILING & WALLS SIMPSON SP-6 w/ (6) - 10d EACH STUD TOP BOTTOM PLATES BASE BOARDS 3/4• T & G PLYWOOD, GLUE & SCREWED w/ #6 DECK SCREWS @ S" O.C. EDGES, 12" O.C. FIELD OVER FLOOR TRUSSES 16" O.C. i R-30 INSULATION " DRYWALL @ CEILING 8" X 8" X 16" BEAM BLK. W! (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. 8" PRECAST LINTELS FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. ON TOP OF 3/4' RIGID FOIL FACE INSULATION 4" CONC. SLAB (MIN. 2500 PSI) w/ 6"X6° 10/10 W.W.M. OR FIBERCRETE 40 O N PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE TBD PLAN DIMENSIONS 66'-0"X69-oo AREA TABULATIONS ISTFLOOR AREA 2280.0 SO. FT. 2ND FLOOR AREA 522.0 SO. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4108.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. SWE;7 INDEX A100 - COVER SHEET A101 - FLOOR PLAN] A102 - ELEVATIONS A103 - ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN A107 - HVAC PLAN A108 - TRUSS PLAN A109- DETAILS A110- DETAILS $FIEE'I'! PORMATI4N DATE APRIL 02, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE REVISIONS PAUL WELCH INC. 1/4" = 1'-0" PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINC c@AOL.COM Al 01 y of REPRESENTS A HANGER ^r HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS GR6 GR2 THD26-2 12-10d 18-16d II_ *Please refer to Standard Engineering package for general instuction on installing hangers 1Od=0.148" x 3" 16d=0.162" x 3 1/2" Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! &ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' - 46' IN LENGTH!! as =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. I SPACING NOTE All trusses are to be set 2'-0" on center except as noted. - MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING -rn r1CTCDNAIAIC IC NAI II TIDI C DI V (S4 A., DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spin or less 60 degrees or less Ill. 112 span approx. REFER TO BCSI ust be set this way if crane is used. n example, your truss may not match. ;rane operator sets truss this way. )Pal Bar Tag line 41 ..rbprox 2r3 to 2 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your muss may not match. Insist crane operator sets truss this way. WARNING Ise trusses makes it necessary that they a set by a profeesional builder I experienced in the problems and dangers of setting large span trusses. I erector should consult with an engineer licensed in Florida specializing sses about the safe erection of these trusses. The engineer should be at site when trusses are erected to provide supervision and advice. ILATES BY CHAMBERS TRUSS 4-01 2-00-00 12 5 I- SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1' END DETAIL: TYPICAL HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT III Y CORNDER JACKS i ARE NOT BEVELED. I - SEE STANDARD '� UW ENGINEERING. z �I 0 o: NUUO It I 24" O.C. THRU CORNER JACKS ONLY 24" 1' 1-1/1 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 12 5F-- 4-01 rm _ 2-00-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 17-2-14 END DETAIL: TYPICAL Hatch Legend WALL HEIGHT 9'-411 WALL HEIGHT 2nd FLOOR @ 17'-2 7/8" BEAM BOTTOM HEIGHT 8'-1' WALL HEIGHT 8'1" 2nd FLOOR ROOF FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fc determining successful fabrication of the trusses. 2. All dimensions in this layout have been verged by the undersigned, 3. Unless written notice is provi ded dad by certified mail to Chambers Truss within ten (10) days of delivery th undersigned agrees that no backcharges will be allowed. In the event such wriften notice is furnished Chambers Trus shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss he the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss wi be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss he to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer i responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hot fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable prick Invoice will be made on delivery and paid within terms of net on delivery, Invoice may be made at scheduled date r delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Thus reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will b added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantee payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and th undersigned agrees to pay such Indebtedness including attorney's fees, if default in payment for material be made by th recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred t ';herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities R Construction Using Metal Plate Connected Wood Trusses ANSIITPINdTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. DATED A spreader bar may be required per ''BCSI" to prevent injury & damage. Qck Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. 9� Trusses must be set and braced per design to prevent injury & damage. Trusses must be see plumb and square �4 A Do not set bunks or stack of plywood, roofing material or any other et3�� concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772.465.2012 Fax 772-465.8711 Vero Beach 772.569-2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM MITEk VERSION7.4.1,431 _-- -- -- - - - ----- ----- LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SEC 1604.6.1 DESIGN CRITERIA County ST. LUCIE CO. Building Department ST, LUCIE CO. Wind Design Criteria ASCE 2010 i Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 7 4.2 10 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 Total Load 47 7.2 55 Duration Factor 1.25 1. Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing PAUL WELCH INC. MECH-ELECT-CIVIL ENG 1984 BILTMORE ST#114 Verify DESIGN CRITERIA shown above with the PORT SAINT LUCIE, FL 34984 building department and your engineer. RONALD J. PRICE P.E. Design Criteria is the responsibility of the FLA REG NO. 17788 Building Designer and/or Engineer of Record PtE�i Chambers Truss Inc. Drawing Name: 75895 SCALE: 1 /4" = 1'-0" /Qy iiii 205 total trusses, 64 unique designs Designer: RAC Reviewed by: _ Date:03/29/19 Reviswed:05/14/19 FOR JUN 2 8 2019 RON RAYMOND DESCRIPTION: MILLARD Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75895 l C(Qn -0-2A V-6" 19'_0„ 6'-0„ 31'-6" 3'_0„ N m O POOL PREWIRE m O EACTUAL TUB U' FACTURE SPECS. RAIN LOCATION, FFRNDDDEAOs O� WAL 0 ST 6EILING F B FIXED GLASS TILED PLATFORM © TEMP. SH-34/TEMP.IN : — ■ TILED -I ■ i H-1 TILED SHOWERSEAT SHOWE WC I (15'AFF) WPTUB '. MBHA = "SIMPSON" MBHA 3.56 / 9.25 KT WITH (12) 1/4" X 2-1/2" ■ o SDS SCREWS WITH (2) 3/4" X 5" TITEN HD ANCHORS RECESSED TILED SOAP NICHE � ACCESS 2POCKET 2668/SC I 2 2" X 12" W/ 1/2" ( ) 6'_0'� 5'-10°/%' PLYWOOD SPACER MASTER BATH MA ' I TYPICAL (TYPICAL) C N N 8'-V FLAT CEILING ■ "S 46" VANITY Ln 72" VANITY ■ - RECESS TILED NICHE o o ° I I r (SPECS BY BUILDER) 2868/P0 iv b a KET b ,>- _ of 9 32 1ri wY 4 J D_ w I Y LU IRRIGATION PUMP `D fO WARDROBE WARDROBE w ry N ■ W o MBHA HANGERS ^ OD & SHELr ROD & SHELF N ■ 8'-1 /" 3,_4„ s,_3,/; 4" X 4" PT POST U I (TYPICAL) � W _. - - - - - - - - - - - - - - - I 2 U I 04 ■ MASTER BEDROOM 8'-l" FLAT CEILING RECESS SLAB 3-1/2" EXTERIOR CEILING 70 BE STUCCO OVER W/RELATH I p J S OJ B ELOW FINISH FLOOR w/11GA. 2'NA/LS w/31WD/A. HEAD @6"O.C. OVER COVERED PORCH 3/6•METAL RIB LATH @6"O.C. W/(2 LAYERS OF I 22'41/a, 15 # FELT OVER EACH FRAMING MEMBER) 8'-1" FLAT CEILINII v J - 0%4" SECOND FLOOR O.A. 4'-0%d' W-10'/.' 2' 0" 7/" 9' 0" I o ■ I I Y GR6 GIRDER (TYP O H.) O I - :x, a - 1{ I "SEE DETAIL FOR BEAMABOVE SGD w _ 3-4Y=" 3'-7'/i' 3 1" m QI FIXED 60"X44"CTU FIXED .- v) I O U-9%i' N - 3-1n"STEP "VERIFYRECESS& TRACK REQ." ■ ,a•.. m =: i'`, >• W y. G" I -- -- .. - - -- - / 12080 / 3-PNL. / STACKED (TEMP. /SGD FIXED V LL :- 3-1n•STEP " 12" DEEP WALL CABINETS ------------- 4mlm ■ ROD & SHEI F -O a N-7Y= I I VAULTED CEILING —+ 8'-1 " FLAT CEILING I DD4� 36" VANITY?O ' \ 7 " V' ll'-10Y4" 2'-7/e" 2'-9'/=" ,_Big 9'-4"WARDROBE 5' 6Y="TILED WALLS TO CLG TEMP "• .Ax:OZ / / W °. N d . I m -w'we # z ■ °� BATH Q 3 m a� �� FF' -- . _ .....-'� f o \ WC �. DESKAREA co T-4" tO LINE OF 2ND FLOOR W-1314) / / u is w" /rn S <. wJ .3 I z o `D ` O W aV'I N 2868/POCKET - .off. I OPEN HAND RAIL w �' z Q W N Li- ' J 1 I ...� _._ x 4--- �..----- STAIRCASE I-/' m i LU U z -1 0_ w °z 2 �� £�6 m , �� W Dr ---- - I�—OPEN \ GfRDERABOVE '? 3> / Z 2 L9; m W ? w a ■ g I N U 2 11 7Y T-3%= C7 r, ---� CD /_ Z Q ' m W I ._.._ �. W J R --� N' ZQ pQ. or m QU'. C7 l W} O ...__ -..._ ... ___ J Q. I U w 7 RUN 7- // RISE �B'-21/6" M O Y v 2 C9 n w ,6 Z N BEDROOM # 2 Q m / / J 1n N w °° O 9 I 4 ro U 1 1 O �OUW x Z ,8-1"FLAT CEILING x g p_ WALLS / m , �U F' 2 x y -. __-_. 4 __. \ z BELOW STAIRS APEX OF VAULT / / ..- o g - - - - t ■ f _ - - - -- - - -" - - \ ZI _ O- ■ SEPTIC ■, r,wa; r,{'e(<:.n?xr„n`4« .:.� ■ - _-.-. .. _.....- - ._. is AILI G \ R34 OOO ,�` l I STUB OUT ■. E.PANEL EWH (VERIFY) 16� 20 MIN. FIRE RATED DOOR A t LANDING �...RUN\ j11 PI RI RISE=2'-115/6 \ vGREAT ROOM J, �Al�' _qF CONCRETE STOOPO C�7 -- 2.5/12 VAULTED CEILING \ O wo 45! I 50 GALLON a Z 13'-S'/s" I RAILING \ v ,------- � w„ w=, BEARING WALL _.... 3' -4 -4" 3'" \ 1•-4". -----' Do ,.'7 51_3" 1 2868 /POCKET ---. se i 28 8SC/ HALL I e II KNFS�w"LL — a I. 3 t/z sree SO 2" CURB BEYOND WALL _. '� 8'-0" FLAT i 1O + 4 m - OPEN\ \ 2.5/12 VAULTED CEILING 8'-0" FLAT CEILING Oso I ' CEILING �r \ C ' I 10'-8' 'p \ 5'-3%" I 5'-4" "s 1 (2) 7 112"RISERS v INSULATE WALL WITH MIN. R-11 BATT INSULATION cos \ LU l l \\ W g ' 22-112' X 544= , AHU .� # 1 II ¢ E BA W c :Q ■ ATTIC ACCESS II - (PULL ON. STAR) -` S y, _ - - - - - - - - - �Zp4. "' G. FLAT CL 1 N o - - - - - - - - - - BOTTOM CHORD BEARING z AHU LOCATED.ABOVE GARAGE o z MEDIAROOM ° ° 8'-B"/4' II DINING ROOM \ \ WC 4 o I HOSE. BIBS (2) GARAGE m VAULTED CEILING FOYER 2.5/12 VAULTED CEILING O' 9'-4" FLAT CEILINGFLAT 03 CEILING ': ■ ■ ■. I �: A.F.F. O _ too L, ■ O I '. TRANSOM 12'-==/4" 3 36" X 16" FIXED GLASS I o ,-------------------------- I O TEMP. I I ■ I RECESS 9LA816" IN co ■ BELOW FINISH FLOOR ■ SH 35 ��' �� 3-112^sTEP;; SH-35 LU I I COVERED PORCH I '' II 9'-21W ;. COVERED PORCH w ' 8'-1" FLAT CEILING 'I',. ''„ 9'-4" RAISED WALL 1�'� I, RECESS SLAB 3-1/2" 8'-1" FLAT CEILING BELOW FINISH FLOOR I u 5/12 CEILING 5/1�2 CEILING 2 — — — — — — — — — — — — — — — — — — — — — — — — — ol_ ■ ■ �. 160801OHGD ■ ■ 6"X6((PTPOST STEP AND FILE Cl 4" X 6" (PT) POST (2) EQUAL RISERS (E) 3068 / TS-LITET 114 5'-6" SIDELIGHTS I TEMP. IWI 3'-0' (EACH SIDE) FIXED GLASS ABOVE 1T_6"19,_7, EWEI BEAM REFERENCE EXTERIOR CEILING TO BE STUCCO OVER WIRELATH OVER C O E C O M F w/ iiGA. 2"NAILS w/3/e"DIA. HEAD @ 6-O.C. 318' METAL RIB LATH ®B" O.C. w/ (2 LAYERS OF 15#FELT OVER EACH FRAMINGMEMBER) ST. LUCIE C BOCI FLOOR PLAN SCALE: 1/4" = 1'-0" - � REVIc 5-V CRIMP METAL ROOF OVER PEEL & STICK, OVER 19/32"COX PLYWOOD ROOF SHEATHING w/ 8d RING SHANK NAILS, PER ROOF SHEATHING DETAIL WOOD TRUSSES @ 24" O.C. MAX. SIMPSON STRAP PER DETAIL DOUBLE 2"X6" TOP PLATE SPRAY FOAM INSULATION 1/2" DRYWALL CEILING & WALLS NON -VENTED STUCCO SOFFIT (SEE DETAIL) SIMPSON SP-6 w/ (6) - 10d EACH STUD TOP & BOTTOM PLATES 112" PLYWOOD NAILED TO STUDS w/ 8d NAILS 6" O.C. @ EDGES & 12" O.C. @ FIELD STUCCO FINISH / HARDIE LAP SIDING R-19 INSULATION. 2"X6" BLOCKING @ ALL SHEATHING JOINTS, AND NO JOINTS @ FLOOR TRUSS TO WALL. 2"X6" WOOD STUDS 16" O,C/ SIMPSON MSTAM-36 w/ (13) 1 Od 3/4" T & G PLYWOOD, NAILED & (8) 1/4" X 1-3/4" TITEN @ EVERY @ 8" O.C. EDGES, 12" O.C. FIELD 3RD STUD OVER FLOOR TRUSSES 16" O.C. 2"X6" BOTTOM PLATE w/ 3/8" X 4" R-11 INSULATION LAG SCREWS @ 24" O.C. INTO FLOOR JOISTS ------------- R-11 INSULATION SIMPSON STRAP PER SCHEDULE NOTE: ) SP-6 NOT REQUIRED _—_—_—_—_—_—_ @ MSTAM LOCATIONS 1/2"DRYWALL@CEILING STUCCO FINISH /HARDIE LAP SIDING 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. VERTICAL REBAR TIED TO DOWEL & RUNNING INTO TIE -BEAM IN 3000 PSI CONC. 8" PRECAST LINTELS _ FILLED W/ 3000 PSI CONCRETE & SPACING AS NOTEDI CBIZE ON FOUNDATION PLAN VERTICAL DOWELS u'll i" P.T. FURRING STRIPS SPLICE w/ SPLICE I 12" @ 16" O.C. ON TOP OF 3/4" FROM FROM RIGID FOIL FACE INSULATION C6EE FOUNDATION PLANT FOR SIZE &SPACING J 4" CONC. SLAB (MIN. 2500 PSI) MONO FOOTING PER w/ 6"X6" 10/10 W.W.M. FOUNDATION PLAN' .OR FIBERCRETE rf-,, 0-0"TOP0FSLAB _—_—_ _ _ _ _ ----_—_—_—_-- 2" X 6 EXTERIOR WALLS x: 14' 0" 7'-4%" CLOSET LU r L) BEDROOM #3 0 8'-l" FLAT CEILING N I Z p 2868 WI AHU Z. m #2 ---- -- J ° BATH 4 BCEILING FFLAT RETAIR LOFT - ? \ - - '? 8'-l" FLAT CEILING x we w TUB /SHOWER 11'-0" (V 60" X 16' FIXED GLASS 1, Ln II �a) � a Q LL W U W I 0_ Lo L o0 to o a PROJECT = WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X 69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280,0 SQ. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ.'FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED nihACnwlnkm rMITRArTnR SHAI 1 FIRST FLOOR AC LAYOUT SCALE: 1/4" = T-0" EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchensl00 cfm intermittent or Kitchens 25 drn continuous Mechanical exhaust capacity of Bathrooms —Toilet Rooms 50 drn Intermittent or 20 cfm continuous For SI: 1 cubic foot per minute = 0.4719 Us. NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. NOTES: 1. MUST HAVE 4" CLEARANCE AROUND AHU. 2. ALL SUPPLYAIR DUCTWORK MUST BE ROUTED ATA MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 Duct Design by: Quick Calcs, Inc. Mark Blackwell CAC 167 1 ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OFTHE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (559MM) WIDE AND NOT MORE THAN 6 FEET (1829MM) IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES (610MM) WIDE. ALEVEL SERVICE SPACE NOT LESS THAN 30 INCHES (762 MM) DEEP AND 30 INCHES (762MM) WIDE SHALL BE PRESENTAT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. EXCEPTION: THE PASSAGEWAYAND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ALIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BYA SWITCH LOCATED AT THE PASSAGEWAY OPENING SHALL BE PROVIDED SO AS TO LIGHT THE PASSAGEWAY AND SERVICE AREAAND INSTALLED IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN SIX (6) FEET (1829) OF AN ATTIC ACCESS. 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ATTIC ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER. 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE HOMEOWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC. A PART OF YOUR AIR CONDITIONING SYSTEM, THE AIR HANDLER, IS LOCATED IN THEATTIC . FOR PROPER, EFFICIENT, AND ECONOMIC OPERATION OF THEAIR CONDITIONING SYSTEM. YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED. YOUR AIR CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING : 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION 2ND LEVEL AC PLAN SCALE: 1/4" = V-0" w� O LL w w w ®y °" W 0 LL CID m � a PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160 - C PLAN DIMENSIONS 66'-0"X 6V-0" AREA TABULATIONS 1 ST FLOORAREA 2280.0 SO. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ. FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. ISHEETINDEX I Al00 - COVER SHEET A101 - FLOOR PLAN A102- ELEVATIONS A103- ELEVATIONS A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN A106 - BLOCK PLAN Al08 - TRUSS PLAN A109 - DETAILS A110 - DETAILS A111 - DETAILS A112 - DETAILS A113 - DETAILS DATE NOVEMBER 15, 2019 DRAWN BILL SC14ROEDER REVIEWED SCALE 114" =1=0" REVISIONS ENGINEER 6F RiECORD PAUL WELCH INC. MECHANICAL c ELECTRICAL � CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@,AOL.COM RONALD J. PRICE P.E. FL.REG. NO. 17788 A107 I s Y 220V. / WP P 11OV.WP/GFI a IRRIGATION "PUMP DISC. u. POOL PREWIRE c� 3 a �O WHIRLP OL TUB IFAN PREWIR - I X,\ r m .GFI' /Z ,, �J I OUTLET @ 36" AFF RI ON ape DISC. q � FAN PREWIRE —� v - G1 METER & MAIN / - :0 DISCONNECT / � HB FLOOD PREWIRE � _ � � / ■■<i will EWH O .1 w TV & OUTLET a 66"AFF ' o(VERIFY) \ ■ N (pGFI ATTIC LIGHT Ice plsc.L i (PULLDN. STAIRS) ■. II -I AHUI II. II # 1 1------------ II i GFI ■ _ -/ - /BOTTOM CHORD BEARING AHU LOCATED ABOVE RAGE ---------------------GFI I ' I ' I ' ■ I I I I I ' I ' I ' I I , I I i I ' I ' I ' ■ I ' I ' I ' ■ I I ■■ ■ ■ ELECTRICAL PLAN SCALE: 1/4" = V-0" PHONE AND CABLE LOCATED BY BUILDER GFI ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT GFI OUTLET Q 3-WAY SWITCH $3 SD/CO DETECTOR �D GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $o DOOR CHIMES po�9 PUSH BUTTON 0 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI SERVICE PANEL o 110V OUTLET Qp SERVICE METER 7__1 CEILING FAN 220V OUTLET V LIGHT FIXTURE \/ 4-PLEX OUTLET WALL MOUNTED r x SWITCHED OUTLET LIGHT FIXTURE LIGHT FIXTURE rp1 SPECIAL PURPOSE ® w/PULL SWITCH `J CEILING FAN w/LIGHT JUNCTION BOX RECESSED LIGHT R A/C DISCONNECT VAPOR PROOF P 5 O PHONE OUTLET T RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET GF E. FAN LIGHT SCONCE PREWIRE �77 NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 n (E�l: WP/GFI---�---�- .� II li II SDI 0 DETECTOR J I I I I 1 , lJ Y io ------------------------- i i 1 mllil I m I , GFI. I a'. I GFI, I GFI' / 3r w3 1 GFI :X / /� W IQ ooz = _ GFI SD I / I' FAN PREWIRE TV & OUTLET 66" AFF (VERIFY) II II II II r II II / II II II II WP/GFI " u I I ----------------- Ii II II rl LL —0 - ` U "p1 I I � I A I` �J r 1 :- � J a } / 6'-1 %* 11 II J 11 II _ II II II I� II I, u n „ u 1 ' D z20V.4 / 1 1 rGrI Ir rl1 1 +- WP/GFI 11 s3� i \ V FAN/LIGHT PREWIRE - - - - - 3#4/0THW IN2"C ELECT. SERVICE O 250 „EP„ 2 120/240V M 1 1v MBR 250A 250 120/240V MLO O 2 j 1s MBR 250A MLO (3) 410, # 4,2" C 3 # 4/0, # 4, 2" C # 6 CU GROUND TIED TO BUILDING STEEL, # 6 CU GROUND TIED CWP AND DRIVEN TO BUILDING STEEL, GROUND ROUND CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) - # 4/0 THW IN 2" C ELECTRICAL RISER / DIST. / OPTION "A" ELECTRICAL RISER / DIST. / OPTION "B" NOTE: USE ALL COPPER WIRE NO SCALE NO SCALE ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION, 2) AMINIMUM OF 75%OF THE LAMPS IN PERMANENTLY INSTALLS€) LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR AMINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4)SMOKE DETECTORS TO BE 'I10V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. SEPTIC STUB OUT ELECTRICAL LOAD CALCULATIONS PER NEC 1 2824 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 8472 VA 2 (2) 20 AMP APPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 15,00 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 126Q 8 REFRIGERATOR 1200' 9 IRRIGATION PUMP OPTION 1800 10 MISC. 10000 TOTAL: 48672 VA FIRST 10 KW @ 100% 10000 REMAINDER (. 40% 15468.8 TOTAL: 25468.8 AIC HEAT (& 100% 20000 TOTAL: 45468.8 VA 45468.8 - 189.45AMPS USE 250 AMP SERVICE. 240 REVISION cn cn H Q IY AA O h'�'1 J u_ W Lu , W u- o ® ; LID V s CV m a u PROJECT PROPOSED NEW CONSTRUCTION WARREN & ANGELA MILLARD LOT-14, LONE PINE DRIVE WHITE CITY, FLORIDA 34982 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE LEFT ELECTRICAL SERVICE TBD EXPOSURE 160-C PLAN DIMENSIONS 66'-0"X69'-0" AREA TABULATIONS 1ST FLOOR AREA 2280.0 SQ. FT. 2ND FLOOR AREA 544.0 SQ. FT. GARAGE 486.0 SQ, FT. COVERED PORCH 820.0 SQ. FT. TOTAL FOOTPRINT 4130.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE SHEET INDEX Al00 - COVER SHEET A101 - FLOOR PLAN A102 - ELEVATIONS A103 - ELEVATIONS ---- A104 - ELECTRICAL PLAN A105 - FOUNDATION PLAN / A106 - BLOCK PLAN h A107 - HVAC PLAN A108 - TRUSS PLAN A q_ A109 - DETAILS A110 - DETAILS A111 - DETAILS I A112 - DETAILS A113 - DETAILS / SHEET INFORMATION, DATE NOVEMBER 16, 2019 DRAWN BILL SCHROEDER / REV14WED — _ SCALE 114" \ REVISIONS Ip ENGINEER OF RECORD' SD/CO PAUL WELCH INC. DETECTOR J , 'MECHANICAL - ELECTRICAL � CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FL \ N ------ EMAIL: PWELCHINC@AOL.COM \ I PAUL Y[ 4014 INC. J I / -- --- -- MECH-ELI-CTOIVILENG. I 1984 DILTIMCMTk 5'i. #R114 -- PORT SAINT I U IP_; FL 34984 PAU WL t CH P.E, I FI.A :, 1 0.2 945 1 -- - (d AV / O V r -- �. �b SHEET SECOND FLOOR ELECTRICAL PLAN A104 SCALE: 1 /4" = 1'-0"