Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PLANS
z 0: u a awo I W ~ > 4 04 I S 102 I I I RECESS SLAB 3-M' BELOW FINISH FLOOR I I I \ I W-0" N O N 40'_P„ UAL NB SEEA';URE SPECS. AUNUM,I LOCATION, FOR r. ErA&s SH-25 EGRESS w Z" -' ROD & SHELF rrva"nY =1T-6-Z 2- 0 MAST R TH N r TILED f° 8'-0" FLAT CEILI ^� SHOWER ff y Y WC °k� s BEDROOM # 2 rL ,, 8'-0"FLAT CEILING O m ■ g Iq J fV m — — — — — — — — — — — — — — — — — — — 1 r_o" I I 0 MASTER BEDROOM 1 ^� HEED q I 8'-0° FLAT CEILING / 9'-0° COFFER I 2868 BATH V SHOWER B' "FLATCEILIu q 3-2" J I�^ �`7,a ". Y ran O q-0. I " Irv' Q U ^.= 4e"VANITY 27-5/"" 20 BBF A f AlI` ------------------------ m _. co RETU U In I EWH". ---- — — — — ` IN W �4,,4 D O A/CCOND. 4 FLOOR PLAN SCALE: 1/4" = V-0" w/ DR PHPAN I UTILI ROOM &DRAM LINE C d. / TCEILING 3068SC E-PANEL (VERIFY) 2868 / 6-PNL / SC / .�• -� ff METER & MAIN 2063 �`, -. - DISCONNECT V� G (VERIFY) LIVING RO j(��� PARTIAL INVERTEDH �It,'^"9\ M w 34- LL ♦ �: z. 30"UPPER • O� CABINETS ♦ "� �., �. $ 02 � 3 i DOUBLE SINK' N 3-1/1"ISTEP SH-23 I I RECESS SLAB 3-"2" I BELOW FINISH FLOOR I I _ I I COVERED PORCH I VAULTED CEILING I I12 I I I 5 I RAFTER FRAMED I X 4" PT POST SOFFIT DETAIL NO SCALE (LEVEL RETURN VENTED STUCCO SOFFIT) (2" X 6" RAKED FASCIA) X 4" SUPPORT (VERT.) V-0" O.C. MAX. X 4" CONTINUOUS @ ALL LEVEL :TURNS OR AREAS OPEN TO TIC SPACE. )NT. GALV. MTL DRIP ✓ER (PT) 1 X 2 X 6" CEDAR FASCIA X 22" VENTS T 4'-0" O.C. fUCCO OVER WIRE LATH 111ga. 2" NAILS WITH 318" EAD DIA. AT 6" O.C. OVER 8" RIB LATH @ 6" O.C. WITH LAYERSOF 15 # FELT OVER �ACH FRAMING MEMBER) 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 VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL - & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS - w/30"LAPSPLICE FROM FOOTER SEE FOUNDATION PLAN) FOR SIZE & SPACING ) 24" OH 0 • • OF GRADE v iilg1lI' °e fll�l�i" . R-30 F/G BATTS 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 1"X 2" P.T. FURRING STRIPS @ 16" O.C. ON TOP OF 3/4" RIGID FOIL FACE INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS CONCRETE SLAB (SEE FOUNDATION PLAN) TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE ROOF CONCEPT DRAWING SCALE : 1/8" = V-0" I� ROOF PERIMETER : 199.0 LF - ROOF MATERIAL AREA: 2412.0 SQUARE FEET ROOF PITCH: FIVE / TWELVE e O m 1- co L WN U w ru� W IL w L6 tn N Q 0 a V PROPOSED NEW CONSTRUCTION LEDBETTER RESIDENCE PLAN'rIM�DRM%4'i"(ON ' A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE (ORIENTATION) TBD ELECTRICAL SERVICE EXPOSURE TBD PLAN DIMENSIONS 46'-0"X46'-0" AREA TABULATIONS LIVING AREA 1520.0 SQ. FT. GARAGE NIA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SO. FT. TOTAL FOOTPRINT 1860.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. A100 COVER SHEET I willmlowiffim A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS �wr u►1rar�771 DATE MARCH 11, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = V-0" REVISIONS NGIIim[t-0 R�GORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 78"888 FAX: (772) 785-9933 EMAIL: PWELCHINC@40L.COM L a C n oy u RON RAYMOND R CONSTRUCTION CUSTOM HOME BUILDER P.O. BOX 12058, FORT PIERCE , FLORIDA 34957 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: ROBERT & ELIZABETH LEDBETTER RESIDENCE OCCUPANCY TYPE : R STREET ADDRESS: 2800 S BROCKSMITH ROAD, FORT PIERCE FL 34945 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND 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 LOAPSAND 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 - WA LRFD END ZONE WIDTH: 5' 5. MEAN ROOF HEIGHT : +� 12'-2" ROOF PITCH : 5/12 PARAPET: N7A 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: NIA PSF DECK: NIA PSF STAIRS: NIA PSF FENCE: NIA PSF RAILING - NIA PLF / CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOTAPPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: ) 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' PAUL WELCH, P.E" CERT. # & CO. CERT. AUTH. 2994515115 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 VERIFYALL DIMENSIONS. FPL SERVICE CONFIRMATION POINT OF SERVICE TO BE DETERMINED. DATE PROJECT ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 MODEL CUSTOM PLAN PROPOSED NEW CONSTRUCTION FOR: 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 0.5INCH (12.7mm). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONALAPPROVED 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. ROBERT AND ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE , FLORIDA 34945 PLANS AND ENGINEERIN PAUL WELCH, INC. 1984 SW BILTMORE STREET # 114 PORT SAINT LUCIE, FLORIDA 34984 PHONE: (772) 785-9888 FAX • (772) 785-9933 CONTENTS Al00 - COVER SHEET Al01 - PROPOSED FLOOR PLAN, TYPICAL WALL SECTION, & SOFFIT DETAIL A102 -PROPOSED ELEVATIONS Al03 - PROPOSED ELECTRICAL PLAN, LOAD CALCS, AND SYMBOL LEGEND. A104 - PROPOSED FOUNDATION PLAN A105 - PROPOSED BLOCK AND TIE -BEAM PLAN, AND LINTEL SCHEDULE A106 - PROPOSED HVAC PLAN, AC NOTES, AND PLUMBING RISER. A107 - PROPOSED TRUSS PLAN AND CONNECTOR SCHEDULE A108 - PROPOSED CONSTRUCTION DETAILS PORCH COLUMN DETAIL INTERIOR NON -BEARING WALL DETAIL ENTRY COLUMN DETAIL ENTRY FRAMING DETAIL ROOF SHEATHING NAILING ZONE DETAIL A109 - PROPOSED CONSTRUCTION DETAILS FENESTRATION DETAILS �7 ST LUCIE COUNTY, FLORIDA PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING ®ULATIONS DIVISION PRODUCT REWEWAFF/DAWT BUILDING PERMIT NUMBER: OWNERSNAME: ROBERTLEDBETTER APPLICANT: PRODUCT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES MANUFACTURER MODEL NUMBER PRODUCT APPROVAL NUMBER GLASS TYPE METHOD OF ATTACHMENT WINDOWS SEE ELEVATIONS + 55 / - 55 MI WINDOWS & DOORS SERIES 1861 SINGLE HUNG FL- 11499.1 IMPACT 3116" X 1-1/4" MIN. EMBED. TAPCONS AT 2" 1 16"O.C. WINDOWS SEE ELEVATIONS N/A MULLIONS SEE ELEVATIONS N/A N/A N/A N/A N/A N/A BLOCK GLASS N/A N/A N/A N/A N/A N/A N/A SKYLIGHTS N/A N/A N/A N/A N/A NIA N/A SLIDING GLASS DOORS N/A N/A N/A N/A N/A N/A N/A SWING TYPE DOORS SEE ELEVATIONS + 67 / - 67 THERMATRU SMOOTH STAR FL - 20468.1 I NIA 114" X 1-lW MIN. EMBED. TAPCONSAT 6' / 14" O.C. FRENCH DOORS SEE ELEVATIONS + 501- 50 THERMA TRLI SMOOTH STAR FL - 20468.9 IMPACT 1/4" X 1-Ile MIN. EMBED, TAPCONSAT 9' 114" o.c. GARAGE DOORS NIA N/A N/A N/A N/A N/A N/A HURRICANEPROTEC77ON N/A N/A N/A N/A NIA NIA N/A ROOF VENTILATION N/A NIA N/A NIA N/A N/A N/A ROOFING MATERIALS -g7.9 -90 METAL SALES-_T MANUFACTURING CORPORATION 5Y-CRIMP METAL ROOF FL-14645.4 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: PAUL WELCH, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH, INC. CERTIFICATION NO.29W GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALLVERIFYALL 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 YV DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. W' THICK WITH (13 GAGE, 1 3/8" LONG, 19/84" HEAD; 0.098" DIAMETER,1 Y," LONG, ANNULAR -RINGED; 51) COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" 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 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWERAREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALLAND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC31 B. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960. C 10OZ C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, 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 WITH ASCE7-10. 2) SOIL BEARING CAPACITY. 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE AMINIMUM 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: WBEAMS: 1 'h"SUSPENDED SLABS: 1 W 6) LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS 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 A 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 318" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX 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)ATTICACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPEDAND INSULATED TOA LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO 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 (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 ® p . 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 �1 `" `, AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, ��r+�Md OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 'K 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDRQ(]M.� ; CD 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. St. Lucie " " llft CUSTOM HOME BUILDER P.O. BOX 12058, FORT PIERCE , F ED i 4 i4 f U P 46'-0" 13'-6" N 6' 0" HOSE BIBB 40'-0" (=j SEEACTUAL TUB MBHA MANUFACTURE SPECS. FOR DRAINLOCATION, 42" HIGH WALL 0 HB AND DETAILS N t SH-25/EGRESS - - M R ■ ■ ■ ■ 01 In 01 low ■ 2'-3W y' 3,- " ROD & SHELF a uv uv TrVANIn �0 4 7'-0' 13'_6" 2' 2" 1 k p � I Lu. z MASTER BATH N r TILED $ WARDROBE O oQ ■: 8'-0"FLAT CEILING SHOWER m ■ gqq+� O i WALL TO CEILING K ' �L I y g � x �I ASS n BEDROOM #2 2j�o N ----- 8'-0"FLAT CEILING O ■ I r`zQ� �N C / 6,40. `q O ,1 O CW IT— — — — — — — — — — — — — — — — — — — — — — — m I I ■ I I I I I a I 2 -0" -8w ■ 1 I MASTER BEDROOM I w O 4 TILED 1 8'-0" FLAT CEILING / 9'-0" COFFER 2868 2868 SHOWER BATH 1 1 0 2'_q:�'8'-0" FLAT CEILING 3'-1" I I 1 Z 2 U I I I d P U 'n 48"VANIT' U C/ \ ■ 22'-5'%" q r 2068/BF cwi ■ 2,_2„ LINEN IL~¢ L — — — — — — — — — — — — — — — — — — — — — — — — — J T LL io VTR � 5112" WALL O RETURN -AIR AHU i7 EWH 1 W D U ----- IN 0 ■ ■ FY , / I UTILITY ROOM &DRAINLIIN"E U I RECESS SLAB 3-1/2" BELOWFINISHFLOOR 1 8'-0" FLAT CEILING I 2868 E. PANEL mr PANTRY -----_`�� --wLw/ ��' 20LINE 2068/BF i LIVING ROOM ■ 1 O PARTIAL INVERTED HIP CEILING •- \ 3'-7Y:" N-1 %IN 1 H 'V4-1/2" KNEE -WALL Z K 6 \ Ki U - 30" UPPER ". I d D- ■: CABINETS ■' 1 `r i DOUBLE SINK ♦ ; DW 1 3068 i 6-PNL / SG o o -------- ■■ ■ ■ ■ kA ■ ■ e nl ■ -To■ MBHA 9-U2' TEP 1 ;� SH-23 MBHA © qH MBHA �- 1 I RECESS SLAB 3-1/2" 1 HOSE BIBB I BELOW FINISH FLOOR I I I (2) 2" X 12" I COVERED PORCH I RAFTER FRAMED I w/ 1/2" PLYWOOD SPACER O i VAULTED CEILING I ( SEE DETAIL) (TYPICAL) 12 4" X 4" PT POST I (TYPICAL) — — — — — — — — — 6'-0" 10'-0" 14'-0" 46'-0" FLOOR PLAN SCALE: 1/4" = V-0" MBHA HANGERS MBHA= "SIMPSON" MBHA 3.56 / 11.88 WITH (18) 10d NAILS AND 3/4" DIA. X 6-314" EMBEDED ALL THREADED ROD (1) AT FACE AND (1) AT TOP. ALL THREADED RODS TO HAVE SIMPSON STRONG TIE SET-XP EPDXY CALCULATE ATTIC VENTILATION CEILING = 1860 SQUARE FEET 1860/150= 12.4 REQUIRED VENTILATION 199 LINEAR FEET OF 6" X 22" VENTS cQ 48" O.C. = 45.77 SO. FT. / 2 = 22.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.8 SQUARE FEET > 12.4 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6'X 22" SCREENED SOFFIT VENTS dM 48" ON CENTER (2) 2" X 12" w/ 1/2" PLYWOOD SPACER (TYPICAL) 2" X 4" SUPPORT (VERT.) @ 8'-0" O,C. MAX. L 286816-PNL / SC P MMETTER & MAIN I DI5CONNEAC IT. E UNDERGROUND SERVICE 12 / �2" X 4" CONTINUOUS @ ALL LEVEL �5 RETURNS ORAREAS OPEN TO ATTIC SPACE. CONT. GALV. MTL DRIP OVER (PT)1 X 2 X 6" CEDAR FASCIA 6" X 22" VENTS 24" AT 4'-0" O.C. STUCCO OVER WIRE LATH w/ 11ga. 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 (LEVEL RETURN VENTED STUCCO SOFFIT) (2" X 6" RAKED FASCIA) ro �4 DED �MTT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 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 12 5� R-30 FIG BATTS 1/2" DRYWALL @ CEILING 24" 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI VENTED OH CONCRETE FILLED CELL. STUCCO SOFFIT (SEE DETAIL) 8" PRECAST LINTELS FILLED W/ 3000 PSI CONCRETE STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS- w/ 30" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN i FOR SIZE & SPACING J r� • - • II■PAPP I N lellll� It VX 2" P.T. FURRING STRIPS o @ 16" O.C. ON TOP OF 3/4" 00 RIGID FOIL FACE INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS CONCRETE SLAB (SEE FOUNDATION PLAN) TYPICAL WALL SECTION (CONCRETE BLOCK / LINTEL U-BLOCK CONSTRUCTION) NO SCALE it _ _ _ —-,r — — — _ _ _ _ _ _ — r _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — -r I I II 11 II II I I I II II II II I I i,' it II I i I II II I I II II I 1 I I II I I I 'I 11 1 I JI II II I 11 I I I II II II II I 1 I II II II II I i i �I I I II I II I I I I , I I I I II II II II II I II I II I II I I I I I II II II I II I I I I I II II I II I I I I I I I II I r—_, � I II II I II I I I I - - - - I - - - - - - - - - - - - - II I IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J II I II II I I I r -----J I I I I I I 1 i I I ROOF CONCEPT DRAWING 6i FLOOR PLAN VOLUME: 12459.0 L J ROOF PERIMETER : 199.0 LF ROOF MATERIAL AREA: 2412.0 SQUARE FEET ROOF PITCH: FIVE/TWELVE A ��x Za=3wI. H G LL O litpr wLu a �� x0 O a Go a C, o O N m a ,I� U PROJECT PROPOSED NEW CONSTRUCTION ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA34945 A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'-0"X 46'-0" AREA TABU LATI LIVING AREA 1520.0 SQ. FT. GARAGE WA ENTRY 112.0 SQ, FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 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 A102- ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 114" = 1' 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. 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@AOL.COM o Q K APR 2 4 2019 0� SHEET e BEARING HT 8'-0" - - - - - - ! 4"X 4" (P7) POST - (TYPICAL) FINISHED FLOOR 0'-0" SCALE: 1/4" = V-0" BEARING HT 8'4" - - - - - - _.5� OH mmm� nnunn nnunn nnunn nnunn nnunn nnunnl�_ nnunn 03I BACK ELEVATION SCALE: 1/4" = V-0" 1 BEARING HT 8'-0" 4 X4" (P7) PC (TYPICAL) FINISHEDFLOOR 0'-0" 02 T SIDE ELEVATION SCALE: 1/4" = V-0" CALCULATE ATTIC VENTILATION CEILING = 1860 SQUARE FEET 1860 / 150 = 12.4 REQUIRED VENTILATION 199 LINEAR FEET OF 6" X 22" VENTS Q 48" O.C. = 45.77 SQ. FT. /2 = 22.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.8 SQUARE FEET} 12A SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT VENTS 0 48" ON CENTER - - - - - - - - - - - -16'1 TO RIDGg-($- 12 OH TEXTURED STUCCO FINISH�e� (TYPICAL) BEARING HT 8'-0" FINISHED FLOOR 0'_0 BEARING HT_V-0"� s BEARING HT_8'-0"I s - - FINISHED FLOOR -___-----____ 0'-0" - - - - - 71 BEARING HT 8'-0" OPENING I.D. "E OPENINIG MARK: OPENING ZONE, I 4"X 4" (I POST - (TYPICAL) 12 5 " II 5V 6RIM ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE 4 g DOORS, AND SIMILAR ENVELOPE ELEMENTS. O 2 OPENING AREA INTERIOR OPENING ZONE END OPENING ZONE a IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE O 1 10 +33.6 PSF - 36.4 PSF +33.6 PSF +44.9 PSF 2 15 +33.5 PSF - 36.3 PSF +33.5 PSF +44.8 PSF 0 20 +33.4 PSF - 36.2 PSF +33.4 PSF +44.6 PSF 4 25 +33.3 PSF - 36.1 PSF +33.3 PSF +44.4 PSF s 30 +33.2 PSF - 36.1 PSF +33.2 PSF +44.2 PSF s 35 +33.1 PSF - 36.0 PSF +33.1 PSF +44.1 PSF 110 +22.3 PSF - 24.3 PSF +22.3 PSF -29.0 PSF w DESIGN PRESSURES PER ASCE 7-10 z 160-C _ 4''.EE DETAIL, HE DETAL rft r a,�M FTMur.n rF L- n"'Ampt4�'p sMJ4L aC NS p lr B vNF' Mrtl m 4N NXttWICfLhIX4 IIATµ69tW1 N3"AN \ y t, 0 8 U IH flH me. CSCCWKS i EASY L JiNST/ ��Vi ea�SFFr�"•OC. TYPICAL PANEL INSTALLATION X -SECTION G•1&5 f�4 FdMI "�T15WS igF69� WYayN 44'G&P dY TH" dp AI 1 i 107I '(ww.) 1. r�nn.^�wxi .ax wm we xm u�scaEo r:.cco"mrs rmi � h:Mbt BLL3s'46 Gtt4 IFUCI. i. NR PAVC3 Hll. N' M" X G (X . M1Oi9°k fYSCCfiT Mhi&It m rxe� - �.• a m�rX �r� �s spa' warwco a+w slranrrt a sHNcrac Ar A X%iWll W96d YYb t6KH 9W1 R ]!. EL f+M XX �Nfp. 1M5 .t0. dvUttR" T¢ fi9t'Ae iN"LIVt P"�9 "G'SUR6 Yl. fA4frIQR W+HI "F W KCWRYYF pill, R%i "R"AW!'. 9 iW. FtWa 8. @AOIAC IXU" Y A W}Rll'.£ KSUt$ 6E1'MEN YK 41 RVM Mtl.M11d'M6W%M ➢WAM %tK �bE. +15. NSWl ...�sla, ,00G„ wsr ae rcs"mo +a wt.N,wc PEgfiR ilN JRGRM AYdJ f.R ilff RSR.NSIDIM GF 4115R5. 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 CONTINUOUS ANS AT 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. APPLY SHEET PARALLEL TO THE ROOF EDGE. ROLL OUTAPPROXIMATELY 10 FT OF MEMBRANE AND PEEL BACK THE FIRST 3 FT OF RELEASE FILM. ADHERE THE EXPOSED PART TO THE SUBSTRATEAND 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 TOACHIEVE 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 HOTAIR WELDING TECHNIQUES. FOR VALLEYS AND RIDGES: CUT UNDERLAYMENT INTO 4 TO 6 FOOT LENGTHS. PEEL THE RELEASE PAPERAND 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 POINTAND WORK UPWARD. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALLAND 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 ISA 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 1503.2. TEXTURED STUCCO FINISH (TYPICAL) MARK: BEARING HT 8'-0I`__j$_ POST FINISHED FLOOR 0'I O � � I �0 � O U. W W (,� IL :x 0 � r LL 0 40 w) U o0 PROJECT PROPOSED NEW CONSTRUCTION ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE (ORIENTATION) TBD ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46=0"X46'-0" AREA TABULATIONS LIVING AREA 1520.0 SQ. FT. GARAGE N/A ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 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- ELEVATION A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105- BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS DATE APRIL 22, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1=0" REVISIONS PAUL WELCH INC. 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@AOL.COM J APR 242019 Al 02 �% .p� -i C> . D IT ELECTRICAL PLAN - SCALE: 1/4" =1'-0" PHONE AND CABLE LOCATED BY BUILDER ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT O GFI OUTLET QP 3-WAY SWITCH $3 SD/CO DETECTOR ®D GF/ 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $P DOORCHIMES po�9 PUSH BUTTON M ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI -ZAd SERVICE PANEL o 110V OUTLET (p SERVICE METER L':ll CEILING FAN 220V OUTLET (1) LIGHT FIXTURE r \ J 4-PLEX OUTLET qq�� Q WALL MOUNTED r x SWITCHED OUTLET LIGHT FIXTURE ' SPECIAL PURPOSE ® LIGHT FIXTURE w/PULL SWITCH rP\ %J CEILING FAN w/LIGHT JUNCTION BOX © RECESSED LIGHT A/C DISCONNECT 1= VAPOR PROOF O PHONE OUTLET T RECESSED LIGHT V TV OUTLET FLOOD LIGHT FLOOR OUTLET GgQE E. FAN LIGHT ® SCONCE PREWIRE SZ2 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 °2_O "EP 150 2 120/ 19 MBR 150A MLO — A T i (3) # 1, # 6, 2" C # 6 CU GROUND TIED TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3)-#110THIN IN2"C ELECTRICAL RISER / DIST. / OPTION "B" NO SCALE ELECTRICAL LOAD CALCULATIONS PER NEC 1 1520 SQ. FT. AT 3 VOLT-AMPERES (GENERAL LIGHTING) 4560 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 10 MISC. 5000 TOTAL: 39760 VA FIRST 10 KW @ 100% REMAINDER (a 40% TOTAL: A/C HEAT a 100% TOTAL: 31904 = 132.93 AMPS USE 150AMPSERVICE. 240 10000 11904 21904 10000 31904 VA 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 WI 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 FORALL 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 IV OFALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. two rI ALn as W 1� 1 w W © n' 0 LL 0 0 O" �moll U a PROJECT NEW CONSTRUCTION LEDBETTER RESIDENCE 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE (ORIENTATION) TBD ELECTRICAL SERVICE EXPOSURE PLAN DIMENSIONS AREA TABULATIONS LIVING AREA 160-C 46'-0"X 46'-0" 1520.0 SQ. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 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 IA103 - ELECTRICAL PLAN I A104 - FOUNDATION PLAN A105- BLOCK PLAN A106- HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS DATE APRIL 24 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = V-0" REVISIONS PAUL WELCH INC. 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®AOL.COM APR 2 4 2019 A10 46'-0" SHOWER NOTES CENTER DRAIN TUB SEEACTUAL TUS TILED SHOWER MANUFACTURE SPECS. (RECESS &1/4') FOR DRAIN LOCATION, AND DETAI THICKENED EDGES AT SHOWER RECESS 41 zw- FTG W SLOPE s i g�.,p+A,�.t� LL tr' �� i C W 1: 12 MAX ! I. um El 3 T-11%." Y-0" , M M CIL OF LAV C/L OF LAV WC 8.5% CIL OF LAV y uj 5'-D°W v I -�T" w WC REF. y C/L OF 3-1/2' WALL N p U u> SHOWER NOTESLL 3 0 O CENTER DRAIN 3'-8W'1 N Q. RECESS TILED SHOWER611 41-01' y` U €' 0 " THICKENED EDGES a al AT SHOWER RECESS 6 i. rn z F 6 FTG NOTE: 2'-11'", UTILITY SLAB j rn LL UOPVC PROVIDE 1"SCH. 40 DRAIN LINE �yH Fa Frc a FORAIRHANDLER aoRaN�INE `i / 00 / PLUMBER TO RUN CHASE PIPE FROM A/C TO AHU 2 A/C COND. 00 M TOP OF SLAB ,., LL mg 4"THICK (2500 PSI) CONCRETE SLAB �, ___ _ _ VIR - - 5-10 WAL F _ __ _ _ - _ - a ] co w z 4 _ , w/ FIBERMESH OR 6"/ 6" 10/10 WWM ; _ Y N LL OVER VAPOR BARRIER ON CLEAN N ¢HIU EWH Lu O COMPACTED CHEMICALLY TREATED FILL a W D O Q m � FG AC AREA WASHER REFERENCE qtL 11'-1%" REF. REFERENCE ©. E. PANEL --REFER--- - - ...._ z 10 ED p, A YT;�p CONNE C ;c w/ H2O LINE F-1 w FTG SLOPE 1 12 MAX:12 MAX F� I-.,h FTG mC O J 10 -9% w Z p Q U Q 3 C/L DISHWASHER W 0 ' w `�' u. p o w rn 00 C/L DOUBLE SINK mv LL� O LLLL LL� ' DW 4 w i W Q' Q lilt:® ® - a r4 F 1 3-0R'STEP aa �— 6-0" FTG O N FTG HOSE BIBB 5'_7%" 4'-6" 4'-9/' 4'-1%' 2'-11W V-0" TAU' 6'-4%." q wm RECESS SLAB 3-1/2" BELOW FINISH FLOOR LL FOUNDATION PLAN_ SCALE: 1/4" = V-0" WHERE SHOWN 9 ON PLAN THERE IS A VERTICAL # 5 (f'c = 3000 psi MINIMUM) 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 101, 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. III #5 REBAR Z II_ REBAR M 41/ CONCRETE SLAB r�i _ F. FLOOR CONCRETE SLAB M CONCRETE SLAB FINISH GRADE - - F. FLOOR ,- CAD /� __. 1 CO Z 16" " (2) # 5 MINIMUM CONTINUOUS, �y 3" COVER MIMIMUM. 16" 4' (2) # 5 MINIMUM CONTINUOUS, r 3" COVER MIMIMUM. F1 BEARING FOOTING SCALE: 1/2" = V-0" GRADE CO TERMITE TREATMENT F6 EXTERIOR STEP SCALE: 1/2" = V-0" n #5 REBAR II CURB II ECESS @ SHOWER VARIES r FINISH FLOOR CN 11 M a it 71 l� 8" (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = T-0" -TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOILAPPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE ASA PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, "REGISTERED TERMITICIDE " UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." DOWEL ROD REPAIR NOTES CONCRETE FOUNDATION NOTES 1) SLAB / FOOTINGS TO BE CONCRETE WITH AMINIMUM 2500 PSI COMPRESSIVE STRENGTH AT28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3' SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOILAND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB, 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITYAS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, ATA FREQUENCY DETERMINED BY THE SOILTECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUB -BASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TOA MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILLAS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVERA POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHESAND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. PROVIDE TREATMENT FOR SUBTERRANEAN TERMITES 1NACCORDANCE WITH FBC R318. IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE- A PROPOSED NEW CONSTRUCTION ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA34945 PLAN INFORMATION; A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 4&--1 AREA TABULATIONS LIVING AREA 1520.0 SO. FT. GARAGE N/A ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 SO. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEET INDEX A100 -COVER SHEET Al01 - FLOOR PLAN Al02- ELEVATIONS A103 - ELECTRICAL PLAN IA104- FOUNDATION PLAN'`'I Al05 - BLOCK PLAN A106- HVAC PLAN Al07 - TRUSS PLAN Al08 - DETAILS A109 - DETAILS DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS PAUL WELCH INC. 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®AOL.COM e APR 242019 5® SHOWER PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC, 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLYAND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. 1-1/2" marl lmm^ 11�klT 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 Kitchens100 cfm intermittent or 25 cfm continuous Mechanical exhaust capacity of Bathrooms —Toilet Rooms 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 ATA MINIMUM DISTANCE OF 60" FROM ALL SMOKE DETECTORS. 3. A/C DISCONNECT SHALL BE LOCATED PER N.E.C. 440.11 4" TO SS 70 w A�; M as s lul wLU W O a 0 U. rp u7 ON m PROJECT NEW CONSTRUCTION ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE (ORIENTATION) TBD ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'-0"X 46'-0" AREA TABULATIONS LIVING AREA 1520.0 SQ. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 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 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106 - HIVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINCOaAOL.COM APR 242019 SHEET Al .'v"� - Ci TRUSS LAYOUT SCALE: 114" = V-0" HATCH LEGEND VOLUME CEILING ;! I CEILING @ 9' BRG WALL @ 8' TRUSS CONNECTOR SCHEDULE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS 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 CONTRACTOR: RON RAYMOND OWNER: LEDBETTER RESIDENCE TRUSS MFGR: CHAMBERS TRUSS LAYOUT DATE: 03-26-2019 CUT -SHEET DATE: 03-26-2019 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES GRB 1ST&2ND 2079 (2)HETA20 2500 (12)16d HAND FRAME " SEE DETAIL " VALLEYS CONT. 100 # PLF () MTS 16 1000 (14) 10d X 1-1/2" O 1 STRAPAT EACH END AND 24" O. C. ALLOTHERS AT CBS BEARING EACH <1800 # (1) HETA20 1810 (9) 10d X 1-112" AT CBS BEARING ALL OTHERS AT FRAME BEARING EACH <1000 # (1) MTS 16 1000 (14) 10d X 1-112" AT FRAME BEARING 1O VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR wl (4) # 9SD X 2-1/2"TO SUPPORTING TRUSS AND (3) # 9 SD X 1-112" TO VALLEY TRUSS IN LIEU OF MTS 16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM 16 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 DITIONAL TRUSS CONNECTOR OPTIC a� �o as o IL ww W_ 0 a 0 LL ON V1 � Ua PROPOSED NEW CONSTRUCTION ROBERT $ ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'-0"X 46'-0" AREA TABULATIONS LIVING AREA 1520.0 SQ. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ, FT. TOTAL FOOTPRINT 1860.0 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 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107 - TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINCQAOL.COM APR 2 4 2019 SHEET A10 EAVE 2 \ a 3 2�RIDGE\, A \ 1, \ 2ul \2 a v \ v 2 \ \\ BATT INSULATION 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 @ 16" 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) FLOOR TYPICAL INTERIOR NON -BEARING WALL DETAIL NO SCALE EAVE „", ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN "PLAN VIEW) A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1� NAILS AT 6" O.C. PERIMETERAND 6" O.C. FIELD ZONE (2) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE (5) 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. 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) EXTERIOR DOOR BUCK DETAIL NO SCALE 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 DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: BUCK 2"X 6" P.T. RIPPED DOWN TO 2 X 4-118" P.T. w/ 3116" TAPCONS 1-114" MIN. EMB. 4 /12" O. C. w/ # 10 SCREWS, PER PRODUCTAPPROVAL. VINDOWAND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA/AMA 200-9. :ONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. 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 FILLED CELLAT JAMB BLOCK (TYPICAL) 1" 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 JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. CMU W (SEE WI CORRO: PER APPLY PE BETWEE (SEE N FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1"X 4" 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 PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 1-1/4" EMBEDMENT PER PRODUCTAPPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. A Mil DETAIL 3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE 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 SEAMAT 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 TREATTHE MASONRY OPENING WITH ACMU 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 $O THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEALTHE ENTIRE END OF THE WOOD BUCKS WITH SEALANTTO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND 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 SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL 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 INTERIORAIR SEALAROUND THE ENTIRE PERIMETER. 9z ZOwI. Ln O F.III U 0 U. Lu UJI IL N O x0 Z IL O {, O � N u O O O Ua PROJECT PROPOSED NEW CONSTRUCTION ROBERT $ ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'-0"X 46'-0" AREA TABU LATIONS LIVING AREA 1520.0 SQ. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SO. FT. TOTAL FOOTPRINT 1860.0 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 - ELECTRICAL PLAN Al04 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS SHEET INFORMATION DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = T 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 FAX: (772) 785-9933 EMAIL: PWELCHINCQAOL.COM APR 242019 SHEET A10 ENTF SCALE:1 STUCCO CEILIN STUCCO OVER WIRELATH w/ 11GA. 2" NAILS — w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2) LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER. ENTRY ROOF FRAMING SCHEDULE 1 RJ I 2" X 8" WOOD RIDGE JOIST 1 H-1 "SIMPSOW LUS 28 WITH (4) 10d TO END TRUSS AND (4) 10d TO RIDGE JOIST. 12 5 VAPOR (2500 PSI) CONCRETE FOUNDATION — 3" MIN. CONCRETE COVER ON ALL STEEL G � � G 5-V CRIMP METAL ROOF OVER PEEL & STICK PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER TRUSS CONNECTOR SCHEDULE CONT. GALV MTL DRIP OVER (PT) 1 X 2 2" X 6" CEDAR FASCIA SOFFIT PER DETAIL DOUBLE 2" X 12" WOOD HEADER WITH 1/2' CDX PLYWOOD SPACER GLUED AND NAILED w/ 16d NAILSAT 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. 4 X 4 WOOD POST CT71�7� WITH (12) 16d AND (1) 5/8" DIA. X 12" ANCHOR BOLT. TYPICAL 4 X 4 POST DETAIL (SIDE PORCH) NO SCALE "SIMPSON" MTS-16 w/ (14) 10d NAILS EACH END. DOUBLE 2" X 12" WOOD HEADER WITH CDX PLYWOOD SPACER GLUED AND NAIL w/ 16d NAILS AT 8" O.C. STAGGERED BOTH SIDI 5V CRIMP METAL ROOF OVER PEEL & STICK ON 19132" CDX PLYWOOD SHEATHING NAILED w/ 8d RINGSHANK NAILS 2" X 6" FRAMING MEMBERS "SIMPSON" MTS-16 w/ (14) 10d NAILS EACH END. FASCIAAND SOFFIT, PER TYPICAL WALL SECTION SIMPSON LCE4 AT CORNER POSTS WITH (24) 16d SIMPSONABU44 WITH (12) 16dAND (1) 5/8" DIA. X 12" ANCHOR BOLT. '"'1OD RIDGE JOIST "RJ" RIDGE JOIST / ROOF RAFTER FRAMING DETAIL NO SCALE (SEE ENTRY POST FRAMING DETAIL FOR ADDITIONAL INFORMATION) 4 X 4 (PT) WOOD POST 12" pp l�n n LSTA 18 w/ (14) i EACH JOIST TO JOIST OVER RIDGE 1/4" X 3" X 12" X 12" STEEL PLATE (BOTH SIDES) WITH (1) 3/8" THRU BOLT EACH MEMBER NOTE: GE-2 SAMEAS GE-1 WITHOUT OVERHANGS GE-1 1/4" STEEL PLATE (BOTH SIDES) WITH (5) 5/8" DIA. THRU BOLTS TO BOTTOM CHORD AND (2) 3/8" DIA. THRU BOLTS EACH WEB. SIDES THE SAME I _ _ = nemamemanr_uem_nr_m_m_nr AI 111�111�111�111 III�11=:IIPIII=111=III=1 111BI11=IIhIIIE111�111=III=111=III=III=111 �o�lll�o�l_II II���III���III���III���III�� Il�o�lll���lll���lll���lll�� Il���lll���lll�e�lll���lll���lll��i =111=111=111=111=11.. II_I=111=111=111=111=11 —111=111=111=111=111= ENTRY POST FRAMING DETAIL NO SCALE 1/4"X 3" X 12" LONG STEEL PLATE (BOTH SIDES) WITH (1) 3/8" DIA. THRU BOLT EACH MEMBER 1/4" X 6" X 6" STEEL PLATE (BOTH SIDES) WITH (1) 3/8" DIA. THRU BOLT EACH MEMBER DOUBLE 2" X 12" WOOD HEADER WITH 1/2" CDX PLYWOOD SPACER GLUED AND NAILED wl 16d NAILS AT 8" O.C. STAGGERED BOTH SIDES. NOTE: —FIELD VERIFY OVERHANGS (TAILS MAYBE CUT DOWN TO 3-1/2") NOTE: ALL STEEL TO BE 30 KSI GALVANIZED A O��x w 0 IL w W w xo Oca O . C N U Emil a U PROJECT: PROPOSED NEW CONSTRUCTION ROBERT & ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'--0"X 46'-0" AREA TABULATIONS LIVING AREA 1520.0 SO. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 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 Al02- ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS SHEET INFORMATION DATE APRIL 24 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4'= 1' 0" REVISIONS PAUL WELCH INC. 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@AOL.COM APR 242019 [SHEET I 4 P. I f U ri. 13'-6" w 6'-0" HOSE BIBB O 40,-0„ fn BEE ACTUAL TUB O MBHA MANUFACNRE SPECS. FOR ORAINLOCAnON, m HQ 42"HIGH WALL M AND DETAILS Iz 1- SH-25/EGRESS -------- ■■ ■" ■'» ■ is ■ ■R ■. 2 3/" 3,- „ ROD &SHELF D■ a :5 !9 , W Oy� uv uV .�JO 72•VANITY \� o T-0" i3'_6" V ,��. O "O y� N MASTER BATH N c m WARDROBE m QQ'A_ g TILED ■. ■. 8'-0"FLAT CEILING "+ SHOWER ! LU U i m� WALL TO CEILING x Pa�Cj w !a y,d Z BEDROOM #2 � � --_ V-0"FLAT CEILING O it n 6,_0. -►I o 0 ryL CJL... I w �3r� iv ry -- -` - - -- ----------- - - - - -� m I r m N I: I I n r I I I 4--0-- 3 i h I I N 9, 6�„ ■ a 1 w MASTER BEDROOM 1 J O I 8'-0" FLAT CEILING / 9'-0" COFFER 2868 TILED 6 BATH SHOWER WELL PUMP LOCATION O 2 48/ 8'-0" FLAT CEILING 3-1 m I I z I I z p I J U N 48" VANITY _ U C / \ ■' 22'-5"%" Q F- 2068/BF 3 UTILITY SLAB o EL cwi �'' 2'-2" I = LINEN i I LDS g L_____________ ____________j q IL ao VTR ® 5-1/2" WALL Q I jo � b r — r RETURN AIR gdL) 7 EWH 04 -----A/C COND. I 22,_9%„ / 3,-6" o - / 'Dw/O nU S 102 I RECESS SLAB 3-1/2" FINISH FLOOR / - PANOBELOW UTILITY ROOM gDRANLINEV-0" v :;:FY / FLAT CEILING EL (VERIFY) ■, 286fi / fi-PNL / SC I PANTRY REF. �� - - - - - METER & MAIN C LU / / wl H2O LINE 2068/BF `, DISCONNECT iJ w / LIVING ROOM ■ / O r ' PARTIAL INVERTED HIP CEILING UNDERGROUND 3'-7Y:" Y-1WN SERVICE F_ w / 34-1/2" KNEE -WALL L9 U o d / \ / 30' UPPER CABINETS rc "�' ; ■ ♦ ■ S 02 I� I // - ' / / DOUBLE SINK ; " v I / DW ;� - ------- / - ----------r-- / 3068/6-PNL/SC---�- ° " ' ■ -------- ■■ ■ ■ ■ O ■ ■ ■ ■ r ■■ MBHA MBHA 3-U2"STEP SH-23 -I- MBHA ® �H 6 ° RECESS SLAB 3-1/2" I HOSE BIBB I BELOW FINISH FLOOR I I I I I (2) 2" X 12" I- COVERED PORCH I RAFTER FRAMED w/ 1/2" PLYWOOD SPACER O - i VAULTED CEILING ( SEE DETAIL) (TYPICAL) 1 1 5 1 1 4" X 4" PT POST I I I I I (TYPICAL) 10'-0" V-0" 14'-0" 16'-0" 46'-0" FLOOR PLAN w/ 1/2" PLYWOOcLYWOO2" D SPACER RCAL F - 114" = V41" (TYPICAL) MBHA HANGERS MBHA= "SIMPSON" MBHA3.56 / 11.88 WITH (18) 10d NAILS AND 3/4" DIA. X 6-314" EMBEDED ALL THREADED ROD (1) AT FACE AND (1) AT TOP. ALL THREADED RODS TO HAVE SIMPSON STRONG TIE SET-XP EPDXY CALCULATE ATTIC VENTILATION CEILING = 1860 SQUARE FEET 1860 / 150 = 12.4 REQUIRED VENTILATION 199 LINEAR FEET OF 6" X 22" VENTS @ 48" O.C. = 45.77 SQ. FT. / 2 = 22.8 SQUARE FEET AVAILABLE FOR CROSS VENTILATION. 22.8 SQUARE FEET > 12.4 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SCREENED SOFFIT VENTS 0 48" ON CENTER 2" X 4" SUPPORT (VERT.) @ 8'4" O.C. MAX. 12 2" X 4" CONTINUOUS @ ALL LEVEL �5 RETURNS OR AREAS OPEN TO ATTIC SPACE. CONT. GALV. MTL DRIP OVER (PT)1 X 2 FEW " 6" X 22" VENTS 24" AT 4'-0" O.C. STUCCO OVER WIRE LATH w/ 11ga. 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 (LEVEL RETURN VENTED STUCCO SOFFIT) (2" X 6" RAKED FASCIA) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 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" VENTED OH STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS - w/ 30" LAP SPLICE FROM FOOTER CSEE FOUNDATION PLAN FOR SIZE & SPACING J 12 5� R-30 F/G BATTS 1/2" DRYWALL @ CEILING 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL. B" 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 1/2" DRYWALL (TYPICAL) —8" CONCRETE BLOCKS — WOOD BASE BOARDS CONCRETE SLAB (SEE FOUNDATION PLAN) - - - - - - - - r - - - - - - - - - - - - - - - - - "r - - - - 'r - - - - - - - - - - it - - - - - - - - - - - - - - - - - - - it - - II II II I , , I I " II II II II I ' E i I II n I I I I, II II II I I I II II II _+I II I I � I , � I II II I I I it " - - - - - - - - - - - - - - ' I I I Ir - - - - Ir - - - - - - - - - - - - - '---- - - - - -- ,I II I I ' ' ' I �----------------' ROOF CONCEPT DRAWING I SCALE: 1/8" = V-0" ---- ROOF PERIMETER : 199.0 LF ROOF MATERIAL AREA : 2412.0 SQUARE FEET 9z � E x O M a Q(� LL W 0 �ha a xo Go C N mil 0 v1 m ,lur F U PROJECT PROPOSED a NEW CONSTRUCTION ;n � ROBERT 8v, ELIZABETH LEDBETTER 2800 S BROCKSMITH ROAD FORT PIERCE, FLORIDA 34945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE PER PLAN ELECTRICAL SERVICE EXPOSURE 160-C PLAN DIMENSIONS 46'-0"X 46'-0" AREA TABULATIONS LIVING AREA 1520.0 SO. FT. GARAGE WA ENTRY 112.0 SQ. FT. SIDE PORCH 228.0 SQ. FT. TOTAL FOOTPRINT 1860.0 SQ. FT. COPYRIGHT REMAINS THE PROPERTY OF RON RAYMOND CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFYALL DIMENSIONS ON SITE. SHEET INDEX Al00 - COVER SHEET A102 - ELEVATIONS A103 - ELECTRICAL PLAN A104 - FOUNDATION PLAN A105 - BLOCK PLAN A106- HVAC PLAN A107- TRUSS PLAN A108 - DETAILS A109 - DETAILS DATE APRIL 24, 2019 DRAWN BILL SCHROEDER REVIEWED SCALE 1/4" = 1' 0" REVISIONS ENGINEER OF RECORD PAUL WELCH INC. PAUL WELCH P.E. REG. # 29945 1984 SW BILTMORE STREET PORT SAINT LUCIE, FL 34984 PHONE: (772) 785- FAX: (772) 785-9933 EMAIL: PWELCHINC�A .COM FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS#-/`/6iZ29& Well #5'� � 3 Date: 7 Reviewer. FLOOR PLAN VOLUME: 12459.0 SHEET tl ----- -- SCANNED St. LtllloaGouritv Al 01 ----- --- '1 I I `I I II 'I ROOF PITCH: FIVE / TWELVE =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. 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 TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less I • 60 degrees orless �VZ span=? Tag line approx. REFER TO BCSI Truss must be set this way'll crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 30' To 0 Span Spreader Bar ' Tag line —--Approx 213 to — _—� 112 of Span. REFER TO BCSI Truss must be set this way ff crane is used. Truss is an example, your truss may not match. Insist aane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. /"!l AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS I Hatch Legend VOLUME CEILINGI 1\\! ICEILING @ 9' >BRG WALL @ 8' zds,Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES: *ALL BEAMS BY OTHERS. *ENTRY IS HAND FRAME RAFTERS BY BUILDER. *CEILINS ARE TO BE BALANCE FRAME BY BUILDER AS NEEDED. HIP CARRIER LOCATED AS DIMENSIONED FABRICATION AGREEMENT ON LAYOUT - __- TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED .� he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for _ etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned, CORNDER JACKS ARE NOTx� 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the STANDARD ' SEE STANDARD ' DARDBEVELED.o w ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ENGINEERING, p � !] hall have three (3) business days In which to begin repairs required, or to substitute Other trusses, at Chambers option. N o o ' fter 10 days of delivery remedy will be according to Florida statute 558. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site i n r s of eared for delivery or bu er is not prepared for dative 1 prepared of trusses. Buyer u er is Y P P delivery Y - - --- , esponsible 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 hour ee 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 price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24"CO NE JAC ER JACKS easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be OONRY 24„ 1' 1_11JEF idded for all sums not paid within terms. - - ------ 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due indebtedness Chambers i of any and all owed to Truss by any entity receiving material and the -_--_-_-- - -- - - ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY '', aciplent. _ 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to --' - - - - -- --- Scissors Hip Jack erem, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. ""National 11. Design responsibilities are per Standard And Recommended Guidelines On Responsibilities For Installations onstruction Using Metal Plate Connected Wood Trusses ANSIfTPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. TOP OFJACKCK Consult Standard - OF j Engineenng for nailing ' — - detail. HIP CARRIER OR#1 HIP - - - --- - ATrn BOTTOM CHORD OF JACK aha9m Err. When nailing scissors '.Jack to hip carder use a straight edge to align bottom of Jack with the bottom of the back of the hip carder. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8' END DETAIL: TYPICAL 0 0 2-00-00 SQUARE CUT �:ND 2X4 TOP CHORD WALL HEIGHT 8' END DETAIL: VAULT 4-01 BOTTOM CHORD OFJACK 12 5r Hip Carrier Or #1 Hip I I I straignt - Edge 12 5r 2.5 6 12 PAUi ir', h!c. MECH-EL +'- i 1984BILTMi' ''=,1. ",14 PORT PAULILU ts IF 1Q,84 FLA REG NO.29945 APR 242019 My IrW r- b A spreader bar may be required per "BCSI" to prevent injury & damage. 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 are required 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. Trusses must be set and braced per design to prevent injury & damage. t Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES d CHAMBERS TRUSS INC eAg &9� ears or 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 LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16046.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 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 It: 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 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75880 SCALE: 1 /4" = 1'-0" SCAN IN" 77 total trusses, 33 unique designs 13', Designer: BLW Reviewed by: _ LucieCounty Date: 03/26/19 FOR Ron Raymond DESCRIPTION: LEDBETTER Page 1 of 1 CUSTOMER INITIALS EACH PAGE _ 75880