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HomeMy WebLinkAboutBuilding PlansGABLE END»> (2) - X_ 1200E SHEATHING NAILING ZONES I� 8D RING SHANK ® COC EDGES E 6"OC IN FIELD 2 8D RING SHANK ® 6"OC EDGES E 6"OC IN FIELD 3 8D RING SHANK 0 4"OC EDGES E 6"OC IN FIELD 25'> MEAN I STORY ROOF HEIGHT ROOF EDGE 0 O O HIP OO�l W KM OO NOTES: I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA 3. N/A 4. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200 5. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 6. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 7. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 8. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL FINISHED CONT. 2" X 4" OR CEILING 2" X 6" TOP PLATE 2" X 4" OR 2" X 6" WOOD STUDS AT 16" O.C. (SEE PLAN) ATTACH P.T 2" X 4" OR 2" X 6" .BOTTOM PLATE TO SLAB W/5/8" WEDGE ANCHORS AT 24" O.C. 16" X 16" CONC, OOTING VVA2) v5'S CONT. 4 INTERIOR BEARING WALL DETAIL OR WOOD STUDS AT 24' O.C. GENERAL NOTES, I. CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE' AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTURAL NOTES: I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 2. SOIL BEARING CAPACITY: 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS' FOOTINGS' 3' BEAMS: 1-1/2' SUSPENDED SLABS, I' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.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. 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6. O.C. IN FIELD 12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2' DIAMETER 7' EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY IACORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF DL E ILL = 55 P.S.F. MUPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR ILL = NA 19.SLIDING GLASS DOORS TO BE TEMPERED GLAZING 20.ALL PRECAST LINTELS TO HAVE MIN.6' BEARING 21.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 0II�CONT. 25 GAUGE METAL TRACKS TOP E BOTTOM 25 GAUGE CHANNEL SHAPED STUDS AT 24" O.C. W/ 1/2" GYPSUM WALL BOARD APPLIED VERTICALLY E ATTACHED W/ I' LONG BUGLE HEAD SCREWS TO EA. SIDE AT ITO.C. CONC. `LOOP SLAB TYPICAL_ INTERIOR PARTITION N.T.S. ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST %E 0 c ST. LUCIE COUNTY, PUBLIC WORKS DEPARTMENT �OR1�p CODE COMPLIANCE DIVISION JON, DANIELLE HENDRY E FAMILY PERMIT TYPE' S.F.R. PERMIT NUMBER' OWNERS NAME' JOHN H. CRESWELL, PE 18100 WAGONWHEEL LANE, CARLTON COUNTRY ESTATES DESIGN PROFESSIONAL NAME A/E JOB SITE LOCATION' RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT. PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE WINDOWS -SINGLE HUNG 185 SH MI WINDOWS E DOORS AAMA FL-15447.4 10/06/15 FIXED GLASS WINDOWS 185 PW MI WINDOWS E DOORS AAMA FL-15349.4 12/05/15 MULL BARS 5764 MI WINDOWS E DOORS AAMA FL-15353.2 NA SLIDING GLASS DOOR 420 SGD MI WINDOWS E DOORS AAMA FL-16221.2 NA GARAGE DOOR 8024/8124 WAYNE DALTON MIAMI-DADE 12-0605.10 09/27/2017 EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR THERMA-TRU FLORIDA BUILDING CODE FL 5891.1 NA SIDING ARTISAN LAPPED SIDING JAMES HARDIE MIAMI-DADE 12-0517.05 08/02/18 ROOFING MATERIAL ADVANTAGE LOK" 16" STANDING SEAM UNION CORRUGATING COMPANY MIAMI-DADE 11-0916.03 12/07/16 SHUTTERS -STORM PANELS 0.050' ALUMINUM STORM PANEL TOWN E COUNTRY INDUSTRIES ASTM FL12856.1 NA IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVELOPE EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE. JOHN H. CRESWELL, PE PE# 40940, COA# 27002 ENGINEERS'S SIGNATURE FL. CERT./PEG. NUMBER 19/32" CDX PLYWOOD OVER ENGINEERED ROOF TRUSSES, SEE TYP WALL SECTION FOR ROOF DETAILS "WOOD AS PER F.B.C.2514.3.5 METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE, BARBED, GALVANIZED OR BELIED NAILS I-I/2 INCHES (38 MM) LONG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MM) IN DIAMETER. SOFFfT VENTS TO BE 6'X24' AT 8' O.C. MAX. EXTERIOR CEILING/SOFFIT DETAIL N.T.S. BEADING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X6 SPF STAGGERED 12"OC 16D UP TO 3'-II (D (U (2)2X8 HEMP FIR STAGGERED 12"OC 16D 4' TO 6' (D (D (2)2XI0 HEMP FIR STAGGERED 12"OC 16D 6-I TO 8'-6 (2) (D (2)2X12 HEMP FIR STAGGERED 8'OC 16D 8'-7 TO 16' (2) (2) NON-BEAP,) I NG HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED 12"OC 16D UP TO 3'-II (D (D (2)2X6 SPF STAGGERED 12"OC 16D 4' TO 9'-8 (I) (U � • HEADER La-12=-I 2"IN 'MIN FROM EDGE AX BLOCKING DORMER DETAIL SIDE VIEW SEE ALL PAGES FOR STRUCTURAL DETAILS THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF ENGINEERED ROOF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: TRUSSES AT 24' O.C. INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION (Im.) IMPACT RESISTANCE GLAZING (Int ) GABLE END, SEE "LADDERED" SOFFIT DETAIL "SIMPSON" SP4 AT EA. STUD TO DBE. TOP PLATE W/(6) IOD X I-I/2 IN STUD 2" X 4" WOOD STUDS AT 16" O.C. 2" X 6" WOOD PLATE NAILED TO SOLID BLOCKING W/(3) 16D AT 12' O.C. ' "SIMPSON" MSTAI2 EA. TRUSS TO SOLID BLOCKING UNDER PLYWOOD W/(10) IOD CONCEALED FASTENERS OR ATtAOHMlW11 ARETNE RESPONSIBILM OP iNI COhTR",CTOR OF SBC0R0 ST. LUCIE COUNTY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RE®{JIRED BY REU INSPECTORS THAT MAY BE RECE9dARY IN QADBR TO COMPLY WITH All APFwCA6Lt CCCE1, �mr% 1 4aV- a1 3-7 ST. LUCI£ COUNTY BUILDING DIVISION REVIEWED FORCOMM i0E REVIEWED 'Y ._ DATE � PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2308 VIRGINIA AVENUE FORT PIERCE, Fl.. 34952 772-462-155 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULTI -FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STFZLICTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTI-02 COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FLI2TI-E2 ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172 00 NAME:PROJECT STREET ADDRESS' 18100 WAGONWHEEL LANE PERMIT NUMBER CARLTON Y OCCUPANCY TYPE SFR CONSTRUCTION TYPE CBS CERTIFICATION STATEMENT' I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2 BUILDING DESIGN IS, ENCLOSED' YES PARTIALLY ENCLOSED' OPEN BUILDING' 3 MEAN ROOF HEIGHT' < 15' ROOF PITCH' 5/12 INTERNAL PRESSURE COEFICIENT. 0.18 4. WIV IFi OF CIVD LllNICJ' 4.5' WIND SPEED' 170 C3 SEC. vUSTSl 5. BUILDING CLASSIFICATION TABLE I-1. ASCE 7 II FBC TABLE 1604.5 .� 6. WIND EXPOSURE CLASSIFICATION' C ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT' 1.21 Ply 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE I -35.4 2 -50.1 3 -75.9 PSF 8. COMPONENTS !: CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF 10. LOADS BOOR 40 PSF ROOF/DEAD' 25 PSF ROOF/LIVE 20 PSF II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NO (IF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YES _N__NO (IF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO (IF NO. ATTACH EXPLANATION 14. MINIMUM SOIL BEARING PRESSURE' 2500 PRESUMPTIVE' 2500 BY TEST' N/A PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME DESIGN FIRM' SLCCDV FORMtt 020-00 REVISED 5/18/09 (CL) DATE' r WQ OQ3: 7 0 m LT RIGHT U REAR i ELEVATIONS 3/16" = 1'-0" ST. LUCIE COUNTY FLORIDA DESIGN CRITERIA WULT) 170 MPH (3 SEC. GUSTS) WASD) 132 MPH (3 SEC. GUSTS) EXPOSURE C IMPORTANCE FACTOR I CATEGORY 11 INTERNAL PRESSURE COEFFICIENT +/- 0.18 ROOF ZONE UP LIFT PRESSURES - ZONE I -35A ZONE 2 -50.1 ZONE 3 -75.9 FOR ROOF PITCHS 2/12 THRU 6/12 COMPONENTS E CLADDING PRESSURES -EXPOSURE "C' TAG POS.PRESSURE NEG.PRESSURE TAG END ZONE SOFT. 37.9 -41.0 -50.7 10 36. - - .3 20 33.9 -37.1 -42.7 50 32.2 -35.5 I -39.4 100 28.2 -31.3 -39.4 500 EXPOSURE "C" MULTIPLIER ROOF HEIGHT FACTOR 15 1.21 ��aa''••DWG BY, ll W (f) to cv LL I 0 >� O Lu # M W0 U O = U) =�QO ry C) z I-H Z W _J J �- LH z� Q Q LL OzLo IL 0 (n W UJ ZQ aW WZ I ILIM O U w30 r J O� Z-U fi n I f) N cr) WQ� Q J IQ- 0 SHEET 2 7 L0 O V 0 (o z z 0 0 0 U lu w a s a w -11 "- L61 i 4'-62 II II II II L9 PORCH L9 9'-8" CEILING II II FLOOD PLAN 1 /4" = 1'-0" CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH LINTEL SCHEDULE Lu MANUFACTURED BY CAST-CRETE SYMBOL LENGTH TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM COMPOSITE LI 2'-10" PRECAST 11809 < 800 9608 < 400 BF32-ITIB 1-2 I I 9< Roo < 400 8F32-ITIB 1-3 T-6" PRECAST 6472 < 800 3508 < 400 8F32-ITIB L4 13'-4" PRECAST 2883 < 900 1321 < 600 8F32-ITIB L5 2'-10" PRECAST 6113 < 800 4460 < 400 8FI6-IB/IT L6 4'-0' PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT L7 6'-6' PRECAST 3480 < 800 1880 < 400 8FI6-IB/IT L8 7-6" PRECAST 2661 < 800 1634 < 400 8FI6-IB/IT L9 13'-4" PRECAST 1079 < 800 606 < 400 8FI6-IB/IT LIO I7-4" PRESTRESSED 950 < 250 404 < 150 8FI6-IB/IT LII 24'-0" PRESTRESSED 450 < 250 267 < 150 8FI6-IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHAD- HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 4 FEET ON CENTER 4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WI -EN FILLED SOLID WITH CONCRETE LENGTH - OPEN SPAN PLUS 8 INCHES (MINIMUM) ® 9'-4' TOP OF BEAM Il 8• TOP OF BEAM BEAM HEIGHT SCHEDULE -7" DWQ BY - a" Jyaia 07"-11 'EDUNDAT I ON PLAN 1/4 ff = I'-O" * 4"CONC.SLAB W/6"X6'-tt10/ttl0 WWM CDR "FIBERMESH" OVER 6 MIL. VISQUEEN OR EQUAL OVER CLEAN COMPACTED NON ORGANIC FILL TO 95% DENSITY • SOIL BELOW SLAB TO BE TERMITE TREATED PRIOR TO SLAB POUR • 250OPSI MIN CONC W/VAPOR BARRIER • ALL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAPACITY, CONTRACTOR TO VERIFY. PROVIDE MIN. 3/4" RECESS AND/OR SILL FOR ALL DOORS TO EXTERIORXINCL. GARAGE) W w F- U Q Z Q O J W ON cn LL m ON co Q co F-- W N n 0 LLI r WQcc� �z`cf)O U Uv1O zLu 1-2 '1 zo Q� 0 '4 nq (f)n 9�t-� Oko C� co cL �" c clo ko OD � I t'00 cq O n Z Lu Z U W ZQ aW J zWU W=~ ZZD O o(DU Lu30 0� Oly Z Fo U o' N SEE FOOTING DETAILS PAGE 7 �i 7 GFI ; BATH 12 I� WIC MASTER BEDROOM 9'-4' CEILINGS 50 CFM V.T.R. ich I BEDROOM=2 9'-4" CEILINGS LOAD CALCULATIONS RESIDENTIAL 150 AMP ELECT. PANEL 240- IC 3W CIRC. DESCRIPTION VOLT SIZE WATT SIZE 1.2 AC/AP 240 60 12,000 6 3,4 ANKLESS/ ON DEMAND 240 30 17000 10 5,6 OVEN/RANGE 240 50 12,000 6 7,8 DRYER 240 30 1,000 10 9 LIVING RM. 120 15 1,500 14 10 MASTER BEDRM. 120 15 1,000 14 II BEDRM.2 120 15 1,000 14 12 DINING 12M. 120 20 1,000 12 13 LAUNDRY/WASHER 120 20 1,000 12 14 KITCHEN 120 20 2,000 GFI 15 BATHROOMS 120 20 1,000 GFI 16 SPARE 120 20 1,000 12 FIRST 10,000 = 10,000 51,500 WATTS REMAIN. 41,500 AT 40%=16,600 TOTAL 26,600 AMPS - 26,600 / 240 = 110.8 AMPS BEDROOMu3 9'-4' CEILINGS ROOM 9"-4" CEILINGS ELECTRICAL NOTES: *200 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS *GARBAGE DISPOSAL *ALL BRANCH CIRCUITS THAT SUPPLY 125V. SINGLE PHASE, 15 AND 20 AMP RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN "ARC -FAULT CIRCUIT INTERRUPTER(S)". *RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA ENERGY CODE 606.I.ABC. 1.2.4. PRODUCT APPROVAL (TOTALLY ENCLOSED) DINING ROOM 9'-4" CEILINGS AAk � G 2 / KITCHEN hl 1 db O y Gqp FI 220 50 CFM V.T.R.— STUDY FOYER' 9'-4" CEILINGS ® HALL_ _ ' 11 9'-4" CEIiNGS II II I Y (b ® wln j PORCH II 9'-8' CEILING DORMER ELECTR I CAL PLAN 1 /4" = 1'-O" PER N.E.C. TYPICAL ELECTRIC RISER 200 AMP. IPH-3 NEMAI FLUSH MOUNTED NEMA I T TO SCALE AMP N/200 AMP MAIN BREAKER MAIN DISCONNECT PANEL �O �'�� ELECTRIC METER M 30AMP Q�IW� AC BY FPL (3) u2/0 TH N­CU IN T CONDUIT 3tWC.0 IN 2' DIA. COND.- n4 SOLID OR STRANDED CU. GROUNDED TO (2)a5 REINFORCING BARS AT FOU.NDATI(NN BASE 2 GRND.RODS • 6' APART u2/O LIFER GROUND REQUIRED 0-,/ < PANTRY 3' CEILING 8'-4" CEILING 0 10 LNDRY. DISCONNECT D RMER TTIC / DORME\ / 220 V. DISCONNECT WP CEILING / \ LEGEND `ELECTRICAL p 1/2 ON SWITCH 110 V. RECEPTACLE 110 V. RECEPTACLE QE 220 V. SPECIAL PURPOSE OUTLET B FLOOR OUTLET 4 RECESSED LIGHT OWNER CHOICE KD WALL MOUNT LIGHT FIXTURE PENDANT LIGHT IIOV FOR FIXTURE OWNER CHOICE RECESSED LIGHT ® EXHAUST FANILITE COMBINATION ® EXHAUST FAN CEILING FAN y�y CEILING FAN W/ LIGHT SINGLE POLE SWITCH $3 DOUBLE POE SWITCH OI 220 V. DISCONNECT ® SMOKE DETECTOR ® CARBON MONOXIDE ALARM DQ FLOOD LIGHT DOOR OPENER FLUORESCENT LIGHT ® FLUORESCENT LIGHT p ELECTRICAL PANEL 13 ELECTRICAL METE2. FEY TELEVISION JACK (CABLE) b PHONE JACK G DOORBELL/GARAGE DOOR BUTTON CHIMES ® SPEAKERS GFI GROUND FAULT INTERRUPT WP _ WATERPROOF ALWAYS HOT MOTION/LIGHT SENSITIVE / PROVIDED ELECTRIC SMOKE / DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING \ AREAS AND STAIR LANDING / WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. 'ALWAYS HOT MOTION/LIGHT SENSITIVE A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. u-i SHOWER Lr\\ LAV I \ L 2 \2. \2. / 3 MASTE6 BATH wC Lr U-\ Lrl SHOWE BATI-Htt2 u'V SHOWER Lr\\ WC Lr,\\ �\ 2'V \ \ 3' \ 2' \ \ \I \ 3" \ ---------------------- PLUMBING RISER 13 1 /I / 14" / I 4' C/O TO APPROVED SEPTIC SYSTEM PORCH 9'-8' CEILING �I � > NVAC PLAN 114" = 1'-0" PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOMS gy, (gLkz& .lia&m. rn W w °' t- U C OC J ON Q 0 Q `O J Z) tP 14 W N � Q z O IT Lu O Lu M z WJ a U � L w a oz� a LL O I 7 IT MAX PLYWOOD CONCRETE NOMINAL I'XT P.T. FURRING AT 24' O.C. ATTACHED W/ Y CASE HARDENED NAILS •8' O.C. 1-1/4' STARTER SEAM DF PANEL FELT NDING SEAM AL ROOF PANEL PLYWOOD I. AT THE SAVE, RAKE,AND RIDGE, FASTENERS SHALL BE LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END. 2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE. 3. =9-15 X 1-1/7 SELF DRILLING CORROSIAN RESISTANT FASTENERS W/ SELF SEALING WASHERS AT 12. O.C. AND AT IT O.C. IN THE CENTER OF THE PANEL AT THE FIELD PERPENDICULAR TO THE ROOF SLOPE ON THE HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS SHALL BE SPACED AT ITO.C. TO THE CENTER RIB, THEN 17 TO THE NEXT, PE12PENDICLLAR TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE FLAT AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN. 5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF THE PANEL, SHALL BE IN ROWS SPACED 12' O.C, RUNNING PARALLEL TO THE SLOPE OF THE ROOF. FL #6931-12I 'TYVAC' BETWEEN AND I"XT F HARDI-PLANK SIDING ATTACHMENT DETAIL LAPPED SIDING ON CONCRETE BLOCK PRE -CAST CONC. SILL CONC.BLK.EXT. WALL W/1=5 VERT AS IN FLOOR PLAN CONC. WINDOW SILL DETAIL NAIL 3/8720M GAP £ I' DOWN FROM TOP EDGE (EA. SIDE) NAIL I' DOWN FROM TOP EDGE LEAVE EXPANSION GAP AND CAULK HAl2DI-PLANK LAPPED SIDING FACE NAIL W/"PANELFAST' 0.10' X 0.313' HEAD X 1-1/2" LONG IN EACH I'XT FURRING (2) tt5'S TO TOP OF BEAM TYPICAL CONC. BLK (2) tt5 X 10' HOOKS LAPIII'm EXT. WALL BARS 48 BAR DIA. MIN 4" STE 4" CONC. 4' CONC. `SLAB CI hG� / , 16" X 16' CONC. FTNG. W/(2) tt5' CONT. STEPPED CONCRETE FOOTING AT EXTERIOR WALL (2) tt5 X 10' HOOKS LAP BARS 48 BAR DIA. MIN PNEUMATIC F`ASTNER SCHEDULE METAL ANCHOR FLANGE EXTERIOR I.) PNEUMATIC FASTNIE12S SHALL BE 'HILTI' COIL NAILS, TYPE CRI= 1120. 1-1/2" LONG BY .120 DIAMETER LESS OTHERWISE NOTED. (4) BY MANUFACTURER 2.) FASTNE12S OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED, WITH 1/4' X 3' ANCHO WALL MANUF. MODEL tt SPACING/ BOLTS TO CONC. TYP. (4) LOCATION NAIL SIZE REMARKS PLACES PLYWOOD WALL 2-3/8' X 113 (34 DEG) PRUDENTIAL CONDENSER UNIT SHEATHING BUILDING MAT. SP8RMS SEE DIAPHRAM SCHEDULE PLYWOOD FLOOR 2-3/8' X .113 (34 DEG.) PRUDENTIAL SHEATHING BUILDING MAT. SP8RMS SEE DIAPHRAM SCHEDULE PLYWOOD ROOF 8D COMMON COATED PRUDENTIAL SHEATHING BUILDING MAT. SEE DIAPHRAM SCHEDULE I' X 2' FURRING .099 X I-1/2' SM INTERNATIONAL 422428 16' O.C. STRIPS STAPLE WINDOW BUCKS .120 X 1-1/2' HILTI IT O.C. GARAGE DOOR 1/2" X 5-1/2' RAMSET/REDHEAD 24' O.C. VERTICALLY BUCKS COMPRESSOR ATTACHMENT DETAIL DOOR BUCKS TAPCONS INTERNATIONAL a O.C. STAPLE N.T.S. SLIDING GLASS .120 X 1-1/2' HILTI 12" O.C. 1/2' CDX Pt DOOR BUCKS ROOF BASE .120 X I" CENCO HJI5ATA 12' O.C. AT HEAD LAPS AND EVE EDGES SHEET GALVANIZED 24" O.C. AT EDGE OF VALLEY SHEETS DIAPHRAM SCHEDULE PANEL FRAMING DIAPHRAM ZONE I ZONE 2 ZONE 3 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES REMARKS ROOF APA RATED SHEATHING 19/32" 24' O.C. MAX. IOD, IOD, IOD, IOD, IOD, IOD, IOD, BLOCKING EXPOSURE I, OR EQUAL 6' O.C. 6 O.C. 6' O.C. 6' O.C. 6' O.C. 4' O.C. 4' O.C. AS SHOWN SPAN RATING 40/20 NOTE: ALL ROOFING NAILS TO BE RING SHANK NOTE TO GENERAL CONTRACTOR, ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL SHALL BE HOT DIPPED GALVANIZED MINIMUM. NOTE TO BUILDER: BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED. 153 HARDI-PLANK SIDING ATTACHMENT DETAIL LAPPED SIDING OVER WOOD FRAME T tt5'S TO TOP OF BEAM �IL�TYCAL EXTI WALCONC. BLK 2' X 4' P.T. BOTTOM 4" CONC. PLATE L° sr co 16' X 18' C©NC• Ly TNG. W/(2) tt5'S CONT. A TYPICAL CONCRETE FOOTING SEE ALL PAGES FOR STRUCTURAL DETAILS 3' SE 4' 4' ( NAIL 3/8'FROM GAP £ I' DOWN FROM TOP EDGE (EA. SIDE) NAIL I• DOWN FROM TOP EDGE LEAVE EXPANSION GAP FLASHING BEHIND E CAULK EACH JOINT CEMENTIOUS LAPPED SIDING OVER "TYVEC" OR EQUAL VAPOR BARRIER OVER I/7 CDX PLYWOOD OVER 2' X 4" OR 6' WOOD STUDS FACE NAIL W/'PANELFAST' 0.10" X 0.313' HEAD X 1-1/2' LONG IN EACH STUD HR-II INSU_ WOOD RAME WALL AT 16' O.C. 1/2"DIA. A.B. AT 3T O.C., 6 MIN. EMEBEDIMENT IN CONIC. 4' CONC. SLAB 6 16' X 16" CONC• FTNG. W/(2) )N cc�Nr. C �:')TEPPED CONCRETE FTNG. AT GARAGE PARTITION METAL ROOF OVER 30tt FELT OVER 15/32' CDX PLYWOOD ENG. ROOF TRUSSES AT 24' O.C. SEE CONNECTOR 2' X 4' CONT. SCHEDULE NAILERS 2' X 6' CEDAR FACIA I" X 2' P.T. DRIP ED ALUM. DRIP FLASHING VENTED ALUMINU SOFFIT 2'— CEMENTIOUS FINISH OVER CONCRETE BLOCK WAD tt5 VERTICAL AT 6' O.0 IN FIELD AND EACH SIDE OF EACH OPENING IN BLOCK WALL AND ALL INSIDE AND OUTSIDE CORNERS. FILL CONCRETE BLOCK CELLS AROUND STEEL BARS SOLID W/3000 PSI CONCRETE AND LAP ALL BAR ENDS 48 BAR DIA. MIN. LAP BARS BAR DIA' 12 PITCH ENGINEERED ROOF 5 TRUSS AT 24' O.C. R-30 F.G. �INSUL. I'X4" AT BOTTOM CHORD AT 8' O.C. AND CONTINUOUS NAILED W/(3) 8D COMMON EA.TRUSS 1 1/2- DRYWALL CEILING (2) CRS'S. CONCRETE BOND BEAM BLOCK WAI) tt5 CONTINUOUS EACH, FILL SOLID WITH 3000 PSI CONC. ri T W 1/2" DRYWALL OVER 3/4" FOAM BOARD INSULATION OVER I" X 2' P.T. FURRING STRIPS AT 24" O.C. 4' THICK CONCRETE SLAB (2500 PSI) FIBE12ME-SW CONC.' OVER 6 MIL. VAPOR BARRIER OVER CLEAN TERMITE TREATED SOIL I6'X18' CONIC. " FOOTING W/ .= xi5'S CONT. CLEAN FILL COMPACTS TO 98% k---I b TYPICAL WALL SECTION N.T.S. 2" X 4" BLOCKING (2 TRUSES) ME 2X4"T" BRACE NAIL ALL BRACING W/16D (3) EACH INTERSECTION 2" X 4" BLOCKING (2 TRUSES) r4 1/2" CDX PLY TYPICAL FINISH TYPICAL CONC. BLK. EXT. WALL 1/2" DRYWALL \ I I FILE Copl�� GABLE END DETAIL N.T.S. A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 0 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI r SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED VO D Without Fabrication Agreement or Job Site Warning 1 TI T I ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 19' - 26' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers METAL ROOFS SHOW IMPERFECTIONS. SPECIAL MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. * BUILDER TO CAT BETWEEN TRUSSES AT STUDY ENTRY. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 9'-4" ABOVE FINISHED FLOOR NSTALLATION CAFE MUST BE TAKEN AIR HA IV1=)LEF? NOTE UNLESS NOTED ELSEWHEREON 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. pan or less 30' to 60' Span 0 degrees Spreader Bar i77 or less S 1,2 _� ' 'ag �_Approz 2/3 to Tdg Line span approx. Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way If crane used. Truss must beset this way If crane used. Trues Is on sampl% your trues may not match. This is an elample, truss may not match. nsist crane operator sets truss this way. Insist crane operator sets truss this way. SEAT PLATES BY CHAMBERS For Truss to Truss Connections see hanger/connector schedule in engineering package. ENGTH Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. 11 HIP CMRIER LCC2TEU q$ p W ENSIONEa CN UT W i cosxER.uo¢ i $ GINEE 6. pp> Aso ze-O.C.THRu I I I CORNER JACKS 14'1,' L GORY R CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY upset=1/4" heel=4 1/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL TRUSS CONNECTOR SCHEDULE residence BRG POINT TRUSS I.D TRUSS UPLIFT CONNECTOR MFG CONNECTOR QTY CONNECTOR TO USE CONNECTOR UPLIFT FASTENERS PER STRAP "A" GRA 1888 S 2 HETA20 2500 10-10d x 1-1/2(EACH) GRB 4206 S 1 FGTR 5000 18 SDS 1 2 X 3 TO GIRDER 2— 1 /2" X 5 TITEN HD GRB 1888 S 2 HETA20 2500 10-10d x 1-1/2(EACH) Truss to Concrete < 1725 S 1 HETA20 1805 10-10d x 1-1/2 Truss to Wood < 625 U 1 RT7A 650 10-8d x 1-1/2 sd by the Truss Manufacturer) for Design of Ality is Hereby Assumed for the Dimensioning, t of This Truss Svstem. N. C�?ESWELL, PE 'ECOQD 66 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 15 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 45 7.2 Duration Factor 1.25 Wind Speed 170mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 16'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2010 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: 71900 Scale: 1/4 = 1' 147 total trusses, 66 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:05/20/14 Revised:05/29/14 FOR RON RAYMOND � U ' 0,Py DESCRIPTION: HENDRY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 71900 W