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HomeMy WebLinkAboutCARPORT ENCLOSURE PLANSREVISIONS RECEIVED MAY 0 21010 permitting Department St. Lucie County BULLERS RESIDENCE Carport Enclosure LOCATION MAP REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction 1$4341% This Approval Does Not Guarantee Performance of the System Reviewer: SITE MIN. SETBACK REQ. CNR TECH SHEET INDEX J SHEET NO. DESCRIPTION �� 4 C-1 COVER G-1 NOTES A-1 EXISTING BASIC FLOOR PLAN, & TYP WALL SECT A-2 MODIFIED FLOOR PUN It ELECTRIC PLAN ., s-1 DETAILS �5 S-2 DETAILS A.• m 9 O ..... ."'. K. Rn. C-1 REVISIONS NOTES: GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. CONSTRUCTION SHALL COMPLETED TO THE CURRENT BUILDING CODES AS REQUIRED BY BUILDING OFFICIAL 3. APPLY EXTERIOR STUCCO COATING IN ACCORDANCE WITH ASTM C-926 4. CONCRETE, MORTAR, AND GROUT SHALL BE PROPERLY AND ADEQUATELY CONSOLIDATED S. STRUCTURAL EPDXY SHALL BE SIMPSON STRONG -TIE SET-XP. HILT]HIT-RE500 V3, OR APPROVED EQUAL. STRUCTURAL 1. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. FOUNDATION 1. FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL THAT IS FREE FROM ORGANIC DEBRIS. CONCRETE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL REINFORCING SHALL CONFORM TO THE CODES OF STANDARD PRACTICE AND THOSE ADOPTED. BY THE REINFORCING STEEL INSTITUTE, LATEST EDITION. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 50 (FY = 60 KSI). THE BARS ARE TO BE FREE OF RUST, MILL SCALE, PAINT, OR OTHER COATINGS THAT WILL REDUCE BONDING. REINFORCING STEEL LAP SPLICES SHALL BE MINIMUM 24" FOR #4, 30" FOR #5, AND 36" FOR #6. CONTACT ENGINEER FOR LAP SPLICE LENGTH FOR OTHER BAR SIZES. ALL WELDED WIRE FABRIC SHALL BE ASTM A-185. ALL WELDED WIRE FABRIC SHALL BE LAPPED 2 (TWO) FULL MESH PANELS AT SIDES AND ENDS AND BE WIRED TOGETHER. A MINIMUM OF TWO 3' (THREE FOOT) WIDE LAYERS ARE REQUIRED AT ALL PERIMETER THICKENED EDGE SLABS. ALL REINFORCING SHALL BE DETAILED, SPACED, LAPPED AND SECURED IN PLACE PER ACI 315 AND ACI 318. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: STRUCTURAL COMPONENT FOOTINGS (AGAINST EXPOSED EARTH) MINIMUM CLEAR COVERAGE 3 INCHES FOOTINGS (FORMED & EXPOSED TO EARTH) 2 INCHES SLABS (IN CONTACT WITH EARTH) 2 INCHES PEDESTALS (TO TIES) 2 INCHES COLUMNS (TO TIES ABOVE GRADE) 1 1/2 INCHES BEAMS (TO STIRRUPS) 1 1/2 INCHES MINIMUM 6 VAPOR BARRIER. 13. VERTICAL REINFORCING IN CONCRETE COLUMNS OR FILLED BLOCK CELLS SHALL BE ANCHORED WITH UPSET BARS SET IN THE CONCRETE FOUNDATION AND THE VERTICAL REINFORCING LAPPED 36 DIAMETERS CONTINUOUS TO THE STEEL IN THE TIE BEAM. 14. CONCRETE FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED 8 FT. IN HEIGHT, AND SHALL BE CONSOLIDATED AT THE TIME OF PLACEMENT, BY RODDING OR VIBRATING. PROVIDE KNOCK -OUTS AT THE BASE OF THE BLOCK WALL TO ALLOW FOR VISUAL VERIFICATION OF COMPLETELY FILLED CELLS. 15. CONCRETE SLAB SHALL BE FINISHED LEVEL AND TRUE TO THE ELEVATIONS OR SLOPES GIVEN ON THE PLANS. 16. PLUMBING PASSING UNDER OR THROUGH A FOOTING SHALL BE ENCASED IN A PIPE 2 SIZES LARGER THAN THE PLUMBING PIPE. 17. SEE DRAWING FOR FOR UNDERGROUND PLUMBING AND MECHANICAL CHASES FOR LOCATIONS. 18. FOR INSTALLATION OF GROUND ROD, SEE TYP. CONC. ENCASED ELECTRODE. TIMBER 1. SUBMIT TRUSS SHOP DRAWINGS SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LQADS, TRUSS REACTIONS (DL & LL AND DL & WL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUST INSTALLATION. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF THE DESIGN WIND LOAD BASED ON THE F.B.C. 2. ROOF PLYWOOD SHALL BE MIN. OF 5/8" COX SPAN RATED STRUCTURAL SHEATHING, INSTALLED PERPENDICULAR TO ROOF FRAMING WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDED 2"X4" BLOCKING AT HIPS AND VALLEYS SPACE NAILS AT 4" O.C. AT BLOCKING. 3. ALL NAILS AND METAL HARDWARE EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED OR EXTERIOR RATED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS SO AS TO NOT SPLIT WOOD. 4. THE MINIMUM LUMBER GRADES SHALL BE SOUTHER YELLOW PINE #2 OR BETTER. 5. ALL EXPOSED TIMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS AND CONFIRM THE FOUNDATION LAYOUT AND STAKING WITH THE SITE PLAN AND SETBACKS BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES EFFECTED IN OR UNDER THE FOUNDATION BEFORE THE PLACEMENT OF CONCRETE. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE CODES OF STANDARD PRACTICE AND THOSE ADOPTED BY THE AMERICAN CONCRETE INSTITUTE, LATEST EDITION. CONCRETE STRENGTH SHALL BE AT LEAST 4,000 P.S.I. IN COMPRESSION AT 28 DAYS FOR FOUNDATION, SLABS, COLUMNS, FILLED CELLS AND TIE BEAMS. FORMS SHALL BE SET TRUE SECURE TO THE DIMENSIONS SHOWN IN THE PLANS AND SHALL NOT BE REMOVED UNTIL PROPER STRENGTH IS OBTAINED. SLABS ON GRADE SHALL BE 4" (FOUR INCHES) MINIMUM IN THICKNESS AND REINFORCED WITH FIBERMESH OVER A DESIGN CRITERIA ASCE 7-14 ULTIMATE WIND SPEED, VOLT 160 MPH EXPOSURE C. INTERNAL PRESSURE COEFFICIENT +/- 0.18 (ENCLOSED) MEAN ROOF HEIGHT <20' RISK FACTOR II ROOF PITCH 4/12 HEIGHT & EXPOSURE COEFFICIENT 1.0 DESIGNLOADS (AS APPLICABLE) FLORIDA BUILDING CODE, STH EDITION, 2017 ROOF & CEILING LOAD TOP CHORD DEAD LOAD 20 PSI BOTTOM CHORD DEAD LOAD 5 PSF TOP CHORD LIVE LOAD 20 PSF BOTTOM CHORD LIVE LOAD -ATTIC WITHOUT STORAGE 10 PSF -ATTIC WITH STORAGE 30 PSF ROOF TRUSS DEAD LOAD RESISTING UPLIFT 8 PSF FLOOR LIVE LOAD 40 PSF FLOOR SUPERIMPOSED DEAD LOAD 25 PSF AREA SUMMARY LOT AREA CALCULATION FROM S.L.C. PROPERTY APPRAISER Gross Acres LOT AREA 0.27 BUILDING AREA CALCULATION Gross S.F PROPOSED LIVING AREA (A/C) 228 CAR PORT -228 EXISTING LIVING AREA (A/C) 902 PORCH 18 UTILITY CLOSET 74 CAR PORT 2g TOTAL 125U % LOT COVERED 10.7R A 9 `o LL W m U ma WL u C C T W C Ozw Koh a Lu LL 0. MBE m 1= 3 0 n 11111111111 In K. Rn `'%, F "v JDP STATE OF W •• Z �,.� Q16R1 ORel••••' ` /15111111111� G-1 CXISLirig na51C rloof rlan ©, SCALE 1/8" = V REMOVE EXISTING CLOSET ADD -ON. THESE ARE NON -LOAD BEARING WALLS. REMOVE DOOR �g EXISTING ROOF SYSTEM AND TRUSSES SOFFIT AND FASCIA EXISTING CEILING �o,(j�`�% ((�, �/ 00 rREMAIN \—ANCHOR DOUBLE TOP PLATE PER DETAIL CONNECT EACH TRUSS TO "t TOP PLATE USING MTS20. HARDI LAP SIDING (FPA #13192) ,Aluno� along 'IS FASTENPER MANUFACTURER'S -�� uaua�aec, 6ul��l�llad 2x6 WALL FRAMING. DOUBLE RIOZ i o 130 2x6 TOP PLATE. 2x6 PT SINGLE BOTTOM PLATE cmx y "� �� "^" COX PLYWD SHEATHING OVER J VAPOR BARRIER. 10d NAILS ® 4" 1/2" GYP BD O.C. AT SHEATHING EDGES, 8" O.C. IN THE FIELD R19 INSULATION MINIMUM ANCHOR BOTTOM PLATE PER DETAIL SLAB TOPPER TO MATCH EXISTING FFE MAINTAIN MINIMUM 6" TERMITE INSPECTION STRIP EXISTING FOUNDATION W NR. TYPICAL WALL SECTION -'�F `sew ..SCALE = N.T.S. � 101 s �NNV p: k Demo Plan , A 1 SCALE N.T.S. © •+ y; 1 b 0 N BOST. DOOR 'CONCRETE PAD. 4' BELOW F.F.E. / AND COTALLNCRETE TO EINFOR MATCH CEMENT EXISTING F.F.E. + MOWN FOR CIARTN. (ENTIRE NOT STORAGE ROOM (NON -CONDITIONED) 6'-0" FIAT CEILING COLUMNS AND BEAM TO +33.5/-36.3 SN X015,4 N7 DOW ` E%TIDWR 5'-0" 7' 0' `L 5'4" 17' 0" Floor Plan SCALE 1/4- Plan ~w W8 ELECTRICAL SCHEDULE SYMBOL DESCRIPTION 6 DUPLEX RECEPTACLE 6 M 22W RECEPTACLE 6 GFCI GROUND FAULT CIRCUIT INTERRUPT PAMEPTACLE 41+WP WEATHER PROOF DUPLEX RECEPTACLE (I) SINGLE RECEPTACLE N N UACK — $ SINGLE POLE SNITCH $D 3 WAY SWIICX 8 ELECTWCAL PANEL BOARD RECESSED INCANDFSCENr CAN LIGHT OCEWNG NO PENDANT UGHT �- CEILING NOUNLED INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT LIGHT ® LIGHTED EXHAUST FAN xS-SPEED REVERSIBLE FAN wAIGHT SECUNTIY FLOOD LIGHT 17 FLORESCENT LIGHTING ® SMOKE DETECTOR CARBON MONOXIDE DETECTOR Q1 THERMOSTAT PB PUSH BUTTON MR MR BELL CHID DOOR CHIME INDICATES SWITCH LEG CIRCUITING ® PUSH BUTTON FOR GARAGE DOOR OPENER eeoOeo TRACK INCANDESCENT LIGHT HB HOSE BIB .EBB AID BBDB BWl a McBm. ImAm:BmB ND TOrAum m TIBBWO A WAY R�1 W 1®H AS AADD M HNI AIO 9MLL H IPACI fL4TNIf • Am9L'NE W M IBC 1111iR41T ML NY l .D7I HPYEB m oYR �Z 6m11IBOB! m BN, qn 0.0 T6YB..01 L DOW & DOOR ATTACHMENT rm swc Is RECEIVED e AUG 24 _343 �'4Y ST. Lucie County, Permitting r Electric Plan ©, SCALE 1/4- = 1' REVISIONS 1. COLUMNS TO REMAIN N //IL� V_y 'r V W J W O J U. K. A-2 O En 0 N DOOR FDOH in St. Lucie County Environmental Health Septic System Appears Adequate For Proposed Construction IWAS` 0 This Approval Does Not Guarantee Performance of the System Reviewer: �Y-s� J' Q0 M NSTALL DOWELS, REINFORCEMENT AND CONCRETE TO MATCH EXISTINGF. F.E. TO AREA NOT NSHOWN FOR CLARITY. N+ BONUS ROOM W-O' FLAT CEILING N8� +33.5/-36.3 SH LITDOW \ EJ[DOOR 5'-0" 7'-0" 17'-D" Floor Plan ©, SCALE 1/4- = 1' ELECTRICAL SCHEDULE SYMBOL DESCRIPTION DUPLD! RECEPTACLE 220 220Y RECEPTACLE GM GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE WE, WEATHER PROOF DUPLEX RECEPTACLE y1� (IJ SINGLE RECEPTACLE N N JACK $ SINGLE POLE SWITCH $3 3-WAY SY0TC1 H EIECIRJQJ PANEL BOARD RECESSED INCANDESCENT CAN LIGHT OCEOING MOUNTED PENDANT LIGHT COUNG MOUNTED INCANDESCE14T UGNT SURFACE MOUNTED INCANDESCENT LIGHT ® LIGHTED DOWIST FAN x3-SPEED REYMMLE FAN W/LIGHT SECURITY ROOD UCNT FLORESCENT UGHTING ® WOKE DEFECTOR CARBON MONOXIDE DETECTOR ® TNMEWOSTAT 9 PUSH BUTTON FOR DOOR BELL CHORE DOOR CHWE INDICATES SWITCH LED CIRCUITING ® PUSH BUTTON FOR GARAGE DOOR OPENER oee000 TRACK INCANDESCENT LIGHT XB HOSE BIB AAIDWDB9WlIE LaamA MMTA%r WD OMDFFW WFlllb'WO i I4W LYQ��MMR�AS SAImpTTAN AM)9WLff (PACT ifSTAXT IUID ALLm AzOrwW roWDIWXWTCWiGAGAromgAN9WA6 = A NNDOW & DOOR ATTACHMENT Fro Electric Plan ©, SCALE 1/4' = 1' REVISIONS IL V_ i W N� I.f. O J U. 6 A 9 O E W 0 IL LU LL LU N C S rcw K : °' warn m r, 3 0 N A-2 WALL SHEATHING NOT SHOWN FOR CLARITY DOUBLE 2x12 I PLYWOOD FILLER (1) DSP DOUBLE TOP PLATE TO KING STUD AND HEADER 2x4 STA12SHEADER TO JACK -STUD JACK2x4 FULL LENGTH KING STUD CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY. STRAPS MUST EXTEND FROM TOP PLATE ONTO HEADER 2x4 JACK STUD W/ 16d FACE NAILS ® 12" O.C. HTT4 W/ 5/8" A.B. JAMB TOP OF FTG/SLAB BLOCKING NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. DOOR FRAMING DETAIL REVISIONS 1. ADDED HEADER INFO. DOUBLE 202 WITH }" PLYWOOD FILLER HEADER e r (1) DSP DOUBLE TOP PLATE TO KING W e STUD AND HEADER W N n a (1)LSTA12 HEADER TOJACK STUD Z e N g 2x4 JACK STUD I,,,y r 2x4 FULL LENGTH KING STUD 2x4BLOCKING ''MM 9 e j V CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY. STRAPS MUST `o U o Z a .2 EXTEND FROM TOP PLATE ONTO HEADER W d a W oN d" 8 2x4 JACK STUD W/ 16d U FACE NAILS ® 12" O.C. .� W 2x4 SILL C/1 WALL SHEATHING NOT SHOWN FOR CLARITY HTT4 W/ 5/8" A.B. @ JAMB 2x4 CRIPPLE EIJDS 0 16" O.C. n 9 O LL TOP OF FTG/SLAB E y W m a W= aN�� p T �W W C °a w am U m 7 m ti m c 3 0 n n NOTES: K. 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. a RECEIVED a� AUG 2 4 Z3i8 ' ST. Lucie County, Permitting I WINDOW FRAMING DETAIL I S-1 REVISIONS HEADER PER TABLE (1) DSP DOUBLE TOP PLATE TO KING STUD AND HEADER -- (1)LSTA12 HEADER TO JACK STUD 2x4 JACK STUD 2x4 FULL LENGTH KING STUD CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY. STRAPS MUST EXTEND FROM TOP PLATE ONTO HEADER WALL SHEATHING NOT SHOWN FOR CLARITY 2x4 JACK STUD W/ 16d FACE NAILS 0 12" O.C. HTT4 W/ 5/8" A.B. 0 JAMB TOP OF NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. WALL SHEATHING NOT SHOWN FOR CLARITY HEADER PER TABLE (1) DSP DOUBLE TOP PLATE TO KING STUD AND HEADER (1) LSTA12 HEADER TO JACK STUD 2x4 JACK STUD 2x4 FULL LENGTH KING STUD CRIPPLES WITH STRAPPING ABOVE HEADER IF NECESSARY. STRAPS MUST EXTEND FROM TOP PLATE ONTO HEADER 2x4 JACK STUD W/ 16d FACE NAILS 0 12" O.C. 2x4 SILL 2x4 CRIPPLE 9'I�.1DS 0 16" O.C. I I OF 2x4 BLOCKING HTT4 W/ 5/8" A.B. 0 JAMB NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. All K. �O STA1E OF - � �.. DOOR FRAMING DETAIL WINDOW FRAMING DETAIL S-I',,fS1 1 REVISIONS WALL SHEATHING NOT SHOWN FOR CLARITY SP4 AT EACH STUD WITHOUT A CONNECTION TO TRUSS. CONTINUOUS (2) 2x4 TOP PLATE TRUSS OONNECTION PER TYPICAL SECTION 2x4 S.Y.P. O 16' O.C. 2x4 BLOCKING AT SHEATHING PANEL EDGES SP4 AT EACH STUD. 2x4 PT BOTTOM PLATE WITH %- 0 ANCHOR BOLTS O 48' O.C. AND 6' FROM EACH END OR CORNER EMBED MIN. V. NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO DEMO AND CONSTRUCTION. 2. CONTRACT SHALL PROPERLY SHORE AND PROTECT THE EXISTING STRUCTURE FROM LOADING PRIOR TO DEMO WORK. LOAD BEARING WALL EMBED. )NCRETE rWF. 2" FROM IS AN NATIVE PER W NOTES: 1. #3 ASTM A 615 GR. 60 REBAR DOWELS INSTALLED WITH SIMPSON STRONG —TIE SET—XP- EPDXY —TIE ADHESIVE. A STANDARD ACI 90' HOOK WITH 6' EMBEDMENT AND MIN 7" EXTENSION SHALL BE USED. INSTALL EPDXY IN ACCORDANCE WITH MANUFACTURER'S LITERATURE AND [CC —ES ESR-2508. HOLES SHALL BE DRILLED AND CLEANED PRIOR TO INSTALLATION OF DOWEL. 2. PROPERLY CONSOLIDATE CONCRETE SO THAT AIR VOIDS ARE ELIMINATED. 3. COVER CONCRETE REPAIR WITH BURLAP AND,KEEP DAMP FOR MIN. 3 DAYS. SLAB TOPPER S-2