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Home My WebLink AboutPLANSARCHITECT Architectonic nc r.nNNFCTOR SCHEDULE LAYOUT FOR TRUSS Ili AND STPAPPING PWEM- ENT, FRONT PERSPECTIVE CONTE RESIDENCE PRODUCT APPROVALS ; I MANUFACTURER GLASS,;pil DESIGN DESIGN TY PE RE (WORST CASE) NON- ULTRACONS *.NERS SMOOTH STAR IMPACT I-11V MINEMBEDMENT, 11� MIN, CLEARANCE TO IMASORY OR I i 11 P Ili I IiM �i 191 AND �g iO lu 5 M w u � O 1' ��f I E'��B�(��I�� A � III�I 4Bii [CLEARANCETO �I IIIII C �D MASOFLi'Er .I CLASSIC AND ZONESANCHOR '.* MASORY EDGE AND 4"' MIN, CLEARANCE TO ADJACENT ,C N y 4 : / YAX i' I � yII {II • .. , r r, EDGE DISTANCE •' t ♦ r Iq MAXIII1I ON CORNERS ERS P ON @• SUET ICIENT TO { DISTANCE. i It wROOFING NMI IU lW �I Il I� 1�..� Niy b 1101 Y 1� • T;I WEB; r I t oln�P n' pA�Oqt DISTANCE THE SEAL HEREON 1S PROVIDED ONLY TO INDICATE, OUR REVIEW AND APPROVAL FOR LISE OF PRQ UUTAt LRI EEC Fi7H tT#(�S €w iumt' ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES MOWN ENGINEER'S CER I IFICATION AND 11AP .IES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL IS FRAMING PER ASTM C-1063/ ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 1 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 1 3/4" MIN. DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-B" ROOF PITCH: 5:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MPH (WORST CASE) ZONE 1: -22.0 ZONE 2: -32.0 ZONE 3: -60.0 ZONE 4. -28.0 ZONE 5: -34.0 3ARAGE: -26.0 7. DESIGN LOADS: FLOOR 40 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF B. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF 11. SOIL BORING TEST REQUIRED? YES AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,108 SF NON CONDITIONED AREAS GARAGE, STORAGE, MECH. 662 SF FRONT ENTRY 75 SF REAR PORCH 368 SF GROSS AREA GROSS AREA 4,213 SF GENERALNOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2017 EDITION. 2. CONTRACTOR TO VERIFY ALL CABINTRY AND FURNITURE SIZES WITH OWNER PRIOR TO ROUGH IN OF PLUMBING & ELECTRIC. 3. PROVIDE FIREBLOCKING AT OPENIGNS AROUND VENTS, DUCTS, CABLES AND WIRES BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CEILINGS. REFER TO FLORIDA BUILDING CODE, SECTION R302.1 FOR ADDITIONAL REQUIREMENTS. STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3, REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30" MIN. LAP 4, CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER TABLE R301 20) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY1 3UBJECTTO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIRED" FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMPI Speedo (mph) Topographic effects Weatheringe Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTON IC INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CONTE RESIDENCE St. Lucie County, Florida CLIENT GIANCARLO CONTE I CONSULTANTS I REGISTRATION IREVISIONS INO.1 DATE I REVISION KEY PLAN I SHEET TITLE / SHEET NUMBER GENERAL & CODE INFO A0.00 PROJECT NUMBEK R18107 04/1912019 45� DATE ARCHITECT KEYNOTES FOR FLOOR PLAN 101 MIRROR 102 ROD & SHELF 103 (5) SHELVES 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL BARS IN GROUT FILLED CAVITY. 105 ELECTRIC METER 106 ELECTRIC PANEL 107 UPPER CABINETS 108 BEAM ABOVE 109 PANTRY SHELVES 110 DOUBLE SINK & DISPOSAL 111 GAS COOKTOP W/ EXHAUST HOOD 112 DOUBLE OVEN 113 TUB/SHOWER 114 24"x48" PULLDOWN ATTIC ACCESS 115 HOSE BIB 116 R-11 INSULATION IN WALL 117 HATCH DENOTES TOP OF BEAM @ 12'-8 118 DROP IN LAUNDRY TUB 119 EDGE OF COFFER CEILING 120 BUILT IN BENCH 121 BUILT UP SHOWER CURB 122 GLASS SHOWER ENCLOSURE 123 CONTRACTOR TO COORDINATE POCKET SLIDER TRACK REQUIREMENTS PRIOR TO POURING SLAB 124 BUILD OUT FRAME WALL AS REQUIRED FOR POCKET SLIDER 125 IRRIGATION PUMP 126 WALL BELOW COUNTER 127 GAS TANKLESS WATER HEATER 128 HATCH DENOTES 8"x16" CONC. TIE -BEAM W/ (2) #5 BARS TOP & (2) #7 BARS BOTTOM. 129 DBL 2"x12" (PT) LEDGER W/ 5/8"x7" REDHEADS @ 24" O.C. STAGGERED. LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSIT BEAM L-1 4'-6" 6113 3951 2724 1136 8F16/1T-1B L-2 5'-4" 5365 987 2290 672 8F16/1T-1B L-3 T-6" 3000 2809 1634 640 8F16/1T-1B L-4 10'-6" 1533 282 914 192 8F16/1T-1B L-6 15'4" 1250 207 485 156 8F16/1T-1B L-7 1T-4" 950 517 404 352 8F16/1T-1B RECESSED LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE APPLIED SAFE APPLIED COMPOSIT GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD RL-1 4'-4" 5206 987 2635 672 8RF14/1T-1B NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. FLOOR PLAN # 7 BARS Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 LL COPYRIGHT 2017 PROJECT CONTE RESIDENCE St. Lucie County, Florida CLIENT GIANCARLO CONTE CONSULTANTS ' REGISTRATION REVISIONS I NO. I DATE I REVISION I KEY PLAN ' SHEET TITLE / SHEET NUMBER FIRST FLOOR FLAN A1.00 PROJECT NUMBER R18107 DATE 04/19/2019 ARCHITECT 38'-0" PtAff 11 KEYNOTES FOR FOUNDATION PLAN 201 CONCRETE PAD 202 A/C CHASE AND CONDENSATE LINE 203 TUB/ SHOWER 204 SHOWER W/ BUILT UP CURB 205 HOSE BIB 206 CONTRACTOR TO COORDINATE POCKET SLIDER TRACK REQUIREMENTS PRIOR TO POURING SLAB 207 WIDEN FOOTING AT POCKET SLIDER TO ACCOMODATE TRACK FOUNDATION SCHEDULE F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ F 11 (3) #5 BARS CONTINUOUS. 205 4 r________r______________________ ____________, F-2 18" WIDE X 16" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS, LL S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIBERMESH REINFORCING ON 6MIL VAPOR BARRIER - F-1 F-1 - - - - - - - - - - - - - - - - - - - - - - - - - - -El i OVER CLEAN, COMPACTED, TERMITE TREATED FILL. ---- -------- - ------------------------------------ I I N I 22'-43'-0" 12'-8" I N I I I LL' LL I I I I I I I I 0 204 S_1 _____________________ I I I I i I I I I 206 i I I I O I I 0 a 16_2" 5'-2„ . �Q I I I � ,( 2 I I I r---------�------------------ 17 1 1 C 2" I I I I L 207 L---- —J i ti 3 1 F 22 F-2 I 3" 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' I� I I I 3" 1 c--�--� ° C `. \ , 3" 2" 3 2 \ �� (.� ` 2" R 2" . , I I � 2 I u 2" 2 r — I 3„ �� G 2 0 3" 2 1/2" 203 o LL I 1 3" Io 204 1 �I C1 i F2--=---------- ------ LL 205 2 dT S I I _ O Ir--------- ----------�� I LL 201 SANITARY RISER DIAGRAM 01 N--------J 0000 I 0f-- 000 DD�\ �� I� u 1 I r------- Iu�------- J �/ I �// 202 O Refrigerator i i /' Y I I _ I I I I I I AHU I I I I I I I 9 I I I I I I 6'-4" 8'-01, 2 -0„ I I I I i I I I I I I I F_1 1 I I I F-2 I I I 1 I I S_1 1 I r _ _ _ _ _ _ _ - I I 1� '? I I I w I I I I co I 205 1 I I m SLOPE d. I I N I Q N Q I N I ILL I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J LL I 7 V L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ J L _ - _ ___ _ _ _ _ _ _ _ , SLAB F 1 O J m S1 � I I I I I o I L- �------- - - - --- I I I I F"1 C io I I I I I L- - - - - - - - - - - - - - - - - - a - - - - - - - - - - - - - - - - - W F-1 N 12'4" 14,-8„ g,_0„ 22'-8" 21'-4" 79'-0" FOUNDATION PLAN 114" = 1'-0" 1/2" 1/2" Architecttonic Inc 806 DELAWARE AVENUE d FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 0 WWW.ARCHITECTONIC[Nc.COM W J STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CONTE RESIDEINCE St. Lucie County, Florida CLIENT GIANCARLO CONTE CONSULTANTS REGISTRATION pF FI.pR�O9 coo LJ SRED PRG REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER FOUNDATION PLAN A�2.00 IPROJECT NUMBER R18107 DATE 04/19/2019 ARCHITECT yTOP OF ENTRY BEAM 11'-4" TOP OF BEAM 9 -4 TOP OF SLAB — ..-- —— — - — — — — --- L-------- --LL 0" RIGHT SIDE ELEVATION _r / 1/4" = 1'-0" 3 TOP OF ENTRY BEAM 11'-4" V TOP OF BEAM � 9'-4" TOP OF SLAB 0" v 1/4" = 1'-0" TOP O_F ENTRY BEAM TOP OF BEAM 9'-4" 9'- / 1/4" = 1'-0" jk TOP OF ENTRY BEAM 11'-4" � TOP OF BEAM v 9'_4" TOP OF SLAB FRONT ELEVATION KEYNOTES FOR EXTERIOR ELEVATIONS 301 STUCCO FINISH 302 PRECAST WINDOW SILL W/ WIND RESISTANT FACE 303 SHINGLE ROOFING Architectonic Inc �m 806 DELAWARE AVENUE 0` FORT PIERCE, FLORIDA 34950 V T: 772 460 7751 F: 772 460 4244 W WWW.ARCHITECTONICINC.COM J STATE REG # AA26003348 V. COPYRIGHT 2017 PROJECT CONTE RESIDENCE St. Lucie County, Florida CLIENT GIANCARLO CONTE I CONSULTANTS I REGISTRATION REVISIONS INO.1 DATE I REVISION KEY PLAN I SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS PROJECT NUMBER R18107 DATE 04/19/2019 / 1/4" = 1'-0" ARCHITECT WP/ WP/ Ito /s `\P DR. f _ / / .. Refrigerator; y BEDROOM // / p GFI ._- CH - - - / 3 .. FI _- d � r / /i X ELECTRICAL PLAN) 114" = 1'-0" C GFI GFI W P/GFI py/"`� STORAGE vvr,url 5 UIQOM WNW] / / � I 1 FI - / WP/GFI 501 GFI ----I \ I / � � 1 GARAGE 1 � ` I ` \ I � \ I \ � 1 1 � 1 513 I � / I GFI � I � 1 � I ` / 1 / 1 / I / I GFI 516 KEYNOTES FOR ELECTRICAL PLAN 501 ELECTRIC PANEL 502 ELECTRIC METER 503 J.B. FOR FAN/ LIGHT COMBO (TYP) 504 FOR EXHAUST EXHAUST HOOD 505 W/ CARBON MONOXIDE DETECTION 506 LIGHT IN ATTIC ON PULL CHAIN 507 UNDER COUNTER TO DW 508 UNDER COUNTER TO DISPOSAL 509 TO DISPOSAL 510 IN UPPER CABINET FOR MICROWAVE 511 60" HIGH 512 GAS TANKLESS WATER HEATER 513 FOR GARAGE DOOR OPENER 514 TO OUTLETS IN SOFFIT 516 OUTLET IN SOFFIT ELECTRICAL LEGEND SINGLE POLE SWITCH V THREE WAY SWITCH 4P DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION .� x DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET MOTOR OUTLET + WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE O` RECESSED LIGHT FIXTURE 1 x4 SURFACE MOUNT FLUORESCENT LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO 17 PHONE OUTLET LJ CABLE TELEVISION OUTLET SD SMOKE DETECTOR/ CARBON MONOXIDE DOORBELL CH CHIMES UNDERGROUND ELECT. SERVICE: 3# 3/0 THWN CU. IN 2" CONDUIT— "EP" O 1201240V 1 PH. 200A MAIN BR. #4 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LOAD CALCULATIONS 3,108 SQUARE FEET @ 3VA/SF 9,324 VA 2 APPLIANCE CIRCUITS 3,000 VA 1 DISHWASHER 1,200VA 1 REFRIGERATOR 1,200 VA 1 OVEN 12,000 VA 1 SPRINKLER PUMP 1,500 VA 1 DISPOSAL 800 VA 1 MINI SEWER 2,500 VA 1 POOP PUMP 4,500 VA 1 MISC 2,000 VA SUBTOTAL 38,024 VA FIRST 10,000 VA @ 100% 10,000 VA REMAINDER @ 40% 11,210 VA 1 A/C & HEAT SYSTEM 16,000 VA TOTAL 37,120 VA 37,120 240 155 AMPS USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT Architectonic Inc LL 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 �O♦ V T: 772 460 7751 F: 772 460 4244 Uj J WWW.ARCHITECTONICINC.COM LL STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CONTE RESIDENCE ISt. Lucie County, Florida CLIENT GIANCARLO COINTE I CONSULTANTS 1 I REGISTRATION REVISIONS VJ0 DATE I KEY PLAN SHEET TITLE / SHEET NUMBER ELECTRICAL PLAN MWO PROJECT NUMBER R18107 DATE 04/19/2019 - Bell a 7 2 COURSE BOND BEAM W/ (1) #5 CONT. IN EACH CONC. FILLED COURSE #5 CORNER BARS �—#5 VERTICAL BARS NOTE: ALL #5 BARS TO LAP 26" MIN, BOND BEAM STEP DETAIL 1 v / 3/4" = 1'-0" MAXIMUM HEADER SPAN T-0" 6-0 9'-0" 12'-0" 16-0" WALL HEIGHT ISTUD SPACING 1 1 1 1 1 2 1 2 1 2 1 2 1# OF HEADER STUDS SUPPORTING END OF HEADER 10'-0" OR LESS 1 16" O.C. 1 2 1 2 1 3 1 3 3 3 # OF FULL HEIGHT STUD @ EACH END OF HEADER 10"-0" OR MORE 16" O.C. 2 2 3 3 4 4 ROOF TRUSSES S S S N H F NLZ7 7 POINT BEARING HEADER CO w f7 0� w(D 7 LL 00 COwW Li a. 0 00 TOP OF SLAB c9 r 0�° _ 8" CURB a'' d d' "0 REFER TO FOUNDATIO d PLAN ' •d qp CURB DETAIL DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE W/ AMENDMENTS. TERPROOFING INCRETE SEALER -ORE & AFTER BUCK TALLATION) TYP. OF ALL DES 5 FLASHING @ WINDOW 1 1/211 = 1'-0" CRIPPLE STUDS (NOT REQUIRED FOR 8'-0" HIGH WALL) HEADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD PACER, GLUED AND NAILED W/ 16d NAILS @ 8" O.C. STAGGERED BOTH SIDES) TRAP EACH STUD AS REQUIRED W/ IMPSON LSTA 18 OR MTS 18 W/ (14) 10d AILS EADER STUDS R ULL HEIGHT STUDS OTE: SIMPSON 18" FLAT STRAP MAY EPLACE MTS 16 OR EQUAL AT HEADER ONLY TRAP EACH STUD AS REQUIRED W/ IMPSON SP4 OR SP6 W/ (6) 10d NAILS .T. BOTTOM PLATE NNECTION DETAIL BL 2"X4" TOP PLATE 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 24" O.C. P.T. 2"X4" BOTTOM PLATE W/ 1/2"DIA. X 8" A.B. @ 24" O.C. OR 5/8"DIA X 6" RED HEADS @ 24" O.C. TYP. INT. WALL C4_�) 3/4" = 1'-0" CP , m oP 9 GARAGE 1/2" = 1'-0" DOOR BUCK DETAIL �g OVERFRAMED TRUSS DETAIL1 I SIMPSON MTS16 W/ (14) 10d NAILS PER CONNECTOR SCHEDULE o DBL 21IX4" TOp PLATE DBL 21IX12" HEADER W/ 1/2" PLYWOOD SPACER GLUED & NAILED W/ 10d NAILS @ 8" O.C. STAGGERED BOTH SIDES @ DOOR OPENINGS o 1/2" GYP. BOARD CLGS & WALLS 2"X4" STUDS @ 16" O.C. PROVIDE SIMPSON SP4 @ TOP & BOTTOM PLATES @ 32" O.C. W/ (6) 10d NAILS 01 PROVIDE 1/2"X51/2" REDHEADS @ 24" O.C. VERTICAL TO BLOCK WALLS P.T. 2"X4" BOTTOM PLATE W/ 1/2"DIA. X 8" A.B. @ 24" O.C. OR 5/8"DIA X 6" RED HEADS @ 24" O.C. o MONOLITHIC FOOTING W/ (3) #5 BARS CONT, a.`d-.^g, INTERIOR BEARING WALL SIMPSON HETA20 PER SCHEDULE 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 # 5 BAR FILL VOID W/ CONCRETE— T&G CEILING ON HOUSEWRAP STUCCO FINISH 12"x12" CONCRETE BLOCK COLUMN W/ (4) #5 BAR IN GROUT FILLED CELLS REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL INFOMRATION w J m (D P-3 RIDGE P-2 P-1 �O P-2 P-2 RIDGE P-1 A N N JP P_1 0- a- P-1 P 2 P 2 P-3 P-3 GABLE ROOF SHEATHING NAILING ZONE INFORMATION P-2 I w P-3 ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE 2: 4' LENGTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19132" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226 ASPHALT SHINGLES SHALL COMPLY WITH ASTM 03161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING SHINGLE ROOFING ON PEEL- N-STICK ROOFING DRYIN ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS SPRAY FOAM INSULATION— SIMPSON HETA 20 PER SCHEDULE DBL BOND BEAM W/ (1) #5 BAR IN EACH COURSE CONTIN000S METAL DRIP EDGE 1"X8" R.S.C. FASCIA ON 2"X4" 1 SUB -FASCIA 2"X4" BLOCKING @ 6'-0" O.C. I I I f STUCCO SOFFIT ON RIBLATH — z O —T PRE -CAST LINTEL @ DOOR & T J WINDOW OPENINGS - REFER Ed TO LINTEL SCHEDULE FOR O ADDITIONAL INFORMATION w U. w 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 16" O.C. COREFIL 500 INSULATION #5 VERTICAL DOWELS IN CONC. FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 6'-0" O.C. MAX. ' REFER TO FLOOR PLAN FOR EXACT LOCATIONS STUCCO FINISH REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING 1 , a: L•�,a.,, —III—III =1 I I=1 I I�i111A_, � I I1 11=f I I1 I I f -11IIIIII—III 1111 111 I II COLUMN DETAIL @ PORCH/ ENTRY TYPICAL WA 2'-0" �-5/8" GYP. BOARD CEILING o-1a e�. d I.a. 0 o -fro' z LL O O ARCHITECT Architectonic Inc V 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 w T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 )JECT CONTE RESIDENCE ISt. Lucie County, Florida CLIENT GIANCARLO CONTE CONSULTANTS ' REGISTRATION OF FLpR��t► LJSEA( ; s (t • Lia� 1 a � 9�riPl``� REVISIONS NO. DATE REVISION KEY PLAN I SHEET TITLE / SHEET NUMBER DETAILS A5.00 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" PROJECT NUMBER R18107 DATE 04/19/2019 131411 cJi CJ3 J5 J5 J5 J5 J5 J5 J5 J5 J5 w J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 CJ3 CJi cJi 00 N 121411 221411 u 211411 J r. U 1--. 1-. ti 1--. h."• V V V v 21'411 CJ1 CJ3 J5 cJ5 CJ3 c,J1 r "NOTE: ALL I KUSS TO VVALLANDiUR TRUSS 1 O LEDGER CONNECTIONS BY BUILDER �a Z ° 5 12 /� (UNLESS NOTED OTHERWISE) � y - maE$�=a=; * NOTE: ALL CEILING DROPS BELOW BEAM ARE P h 3 0 E .N > ° 16 BY BUILDER (UNLESS NOTED OTHERWISE) ; _ no y ° 8 QQ * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a, o a2 �5 0 TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING m E F am y N 2 ul m N U Eeci DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL ° o � ,-� m �o y 2 STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE 2 a w E o O y INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o m ¢ o y� a ° o > ' GRAVITY AND UPLIFT LOADS. y ° ° N L p O O FOR BRACING & ERECTION DETAILS REFER TO ¢ a m BCSI-03AND/OR ENGINEER OF RECORD a � t o ^m2a E9y a ul a Ila oYLv° W'a o' REPRESENTS THE LEFT SIDE z E ME t E - o OF EACH TRUSS DRAWING ¢ rn0.2 l° a 2 •E � m d>,o Ea y W 12 ( NOTE: REFER TO USP CONNECTOR 8 E ,o `o ; m a rn CATALOG FOR INSTALLATION DETAILS) 8 L N _ a 0 " � a$ m c 2o 2 E A JUS24 H THD46 Q .0, a� - o� au -I. y 1 i4HtfHa2wF B JUS26 J MSH422 R--- ° a r2 $ o a a 2 C THD26 K MUS26 S --- $�aO°sy C.@ t y m _ m0 C p THD28 L HHC26 T - - - ° ° ¢yam E 'Rom cm E THD26-2 M HJC26 U - -- m m' 3 0° m F THD28-2 N--- V--- o o m a 2 G JUS46 P -- X - -- d O° i 2 E 0 8 ❑ 0 g N 'C 00 V HBB HANGER BY BUILDER BBB BEAM BY BUILDER 0)y - r = S C 2 o a=- a3w cl- a10i oa¢ o o - * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON o F N 8 ap 0 TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 m a y E o m I-° STRAP (BY OTHERS) UNLESS' NOTED OTHERWISE o a o (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) :9 m y ° o $ O trm. d me ° o� LOADING ROOF FLOOR WIND LOAD o m @ cwCmoay'90 LIVE LOAD 30 ASCE 7-10 °m E ❑ a.0 E°ram U DEAD LOAD 15 160 MPH EXP B Ea ❑ � 0 c a o m N w ❑ * alC N=� N S C Q. LIVE LOAD 10 - CATEGORY Il ° 3 = r a) y m N0 � o 'y LU g Co DEAD LOAD 10 ENCLOSED y o a o= E� z 33 of C it >. y o TOTAL LOAD 55 FBC - 2017 c a N 0 '0 Isgo'c2y O y m II Z DURATION F%ACTOR 1.25 TPI - 2014 _ < `_ " �? r ° mr o d cac. o o d F y REV DATE BY REMARKS 3O1mmcE'0o --/--/---- _ - 2 E y i iu U C ` po w c o 15a c; 5 m Ow m --/--/---- °ry 5�0 2 2 ° '8C O yA M Q0 0'O a'�c�p=ovorn -- o c _ - 'O O$ L N° m N BEARING HATCH LEGEND -- -- ---- - ' ` ` ° ` / / h .O N N Ol 9 V) O.C�� O:�'N m CIO 0 C 'e C .N - y It is understood that above r ° ❑ APPROVED conditions have been reviewed & o E a . °a t = a o are acceptable for the fabrication ❑ APPROVED AS NOTE , NOTED w . B ki - . '3 A o w = ' 3 I- E 91 4u BRG at trusses, elevations, REVISE AND RESUBMIT a am C � m overhangs, fascias,ceilin N E o �'� o wam elevations/pitches, bearing 9 0 N o o L Nconditions & all detail pertaining ❑REJECTED Imw` C r Ui ` g 0 11 4" BR to this truss placement plan. No v C. a ° E = o back charges will be accepted 6 a= 0.0 0- a without previous written approval DATE 0 9 :L o :y from an A-1 Roof Trusses E ; ,°� o o = ° m re resentative. O a w w c__ w P.ECE1VED p REVIEWED BY 9E E cm 2¢ p 'o o 2 o LAN DATE ARCH: 12/14/2018 STRUCT: 12/14/2018 a m m m o �` _ JJVZ6.j"°°0 m��0oo sr. I ucle county, Permt tintSTOME CONTE CONTRACTING y — wm=om919a.�14 CEILING HATCH LEGEND _00 u ' E a _��„4°=y$0I 242MJOB NAME CONTE RESIDENCE m = d ° - y L 1 DE�SE'vo m0 Em I -00c° �a3�E$ l 101 CLIP .2 .N f0 ` m C- o. lI OPTION(S) - u' o y ay D d c z t m 2 m w o m y _ C I 9 C l0 =O �O $ 07 p N 111 CLt`i 3 c N �'.=i. N C O COMMNTY o 0 _ y � L�� 8❑ m y 1 ... ... I /LOT# c mw W O w U O 'p, yC3 NO N y G 2 2 y I I CITY 8o`r2'y-m=w� I RAKE, CLG m moo y o I I COUNTY SAINT LUCIE m o m m ;o 2 E FL T LNa` a� oG d4 m BLDG BLDG o y ° N 15 '- 0 ' TYPE SFR # 0.0 °° > 's °a y y NmY.ayr3M m.a m H d m c v EE��Z q>im°.m..l JOB # 75043 MASTER y 8 8 _ " a := > M a C m y I•-• L. O ' mmccco~aoti SHOP DRAWING / SU MIR VIEW DRAWN SCALE w = CO a m`o E❑ o 0 APPROVED. �APPR VED E2/26/2019 �+. - �. T N 0 r UO C m. m ❑REVISE AND RESUBMIT ❑REJE TED I VA NTS Z. 0 a ❑O N � 7 a y C SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND G� /�A�A(C1�p " y ~ °_ E ❑ m GENERAL CONFORMANCE TO CONTRACT DOCUMENTSI SCANNED S > = m r E 8 c ' ONLY THE CONTRACTOR IS RESPONSIBLE r0� C7 a o m.� +- a rn o v CONFIRMING AND CORRELATING DIMENSIONS AT JOI3.;Ir ♦♦ B ¢ T `a co .E w N v -� rn FOR TOLERANCE, CLEARANCE, QUANTITIES; FABRICATIOfJ w� St. LUGI� �i0U1'ItV ❑ ;? « a a 3 _ 9 PROCESSES AND TECHNIQUES OF CONSTRUCTIQN, H. c = ° y c C00RDI ATF HI WORK WITH OTHE TRADES AND Z p d m y c� a c m FULLC EWI CONTRACT OCU ENTS r W 9 E d L m ra By: Date: A-1 Ri,1O Q LU a Architectonic Inc. TRUSSE"' ; ° 9 y ° y m c 0 Fort Pierce, FL 34950 n. a'_ > c c - 0 w A FLORIDA CORP rn a 2 o a .o °' � w 0 409-1010 /Fax 772 409-1 15 L o a a E o> o http://www.a1truss.corn I- y 0 y r° a= s y