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Home My WebLink AboutEngineering PlansCONNECTOR SCHEDULE ARCHITECT TRUSS NO. BEARING POINT(S) TRUSS ACTUAL UPLIFT ( GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-A3 1ST BRG 679# (1) HETA 20 1810# ; 9-10d x 1-1/2" 2ND BRG HANGER BY TRUSS COMPANY A4-B EACH 1190# (1) HETA 20 1810# 9-10d x 1-1/2" B1-B2 1ST BRG HANGER BY TRUSS COMPANY 2ND BRG 1236# (1) HETA20 1810# 9-10d x 1-1/2" B3-B6 1ST BRG HANGER BY TRUSS COMPANY 2ND BRG 1198# (1) HETA 20 1810# 9-10d x 1-1/2" C-C1 EACH 1165# (1)HETA 20 1810# 9-10dx1-1/2" C2-D1 EACH 3088# (2)HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1/4" x 2" 1/4" TITENS D2-G2 EACH 1597# (1) HETA 20 1810# 9-10d x 1-1/2" GRA1-GRB 1ST BRG 2577# (2) HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1W' x 2" 1/4" TITENS 2ND BRG HANGER BY TRUSS COMPANY GRID EACH 3793# (2) HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1/4" x 2" 1/4" TITENS GRF EACH 2286# (2) HETA 20 2500# 12-16d x 1-1/2" GRG EACH 2620# (2) HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1/4" x 2" 1/4" TITENS GRP EACH 4840# (1) FGTR 5000# 18 SIDS 1/4"x3" & 2 1/2"x5" TITEN/ 10-10d & 4 1/4" X 2 1/4" TITEN GRY EACH 2620# (2) HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1/4" x 2" 1/4" TITENS GRZ 1ST BRG 3182# (2)HETA 20 (1) LGT2 2500# 2150# 12-16d 16-16d & 7 1/4" x 2" 1/4" TITENS 2ND BRG 2248# (2) HETA 20 2500# 12-16d x 1-1/2" KING JACKS 1ST BRG 743# (1) HETA 20 1810# 9-10d x 1-1/2" 2ND BRG 591# (1) MTS 16 1000# 14-10d x 1-1/2" HIP JACKS 1ST BRG 157# (1) HETA 20 1810# 9-10d x 1-1/2" NAILED PER TRUSS COMPANY 2ND BRG VALLEY TR. 48" O.C. 672# 1 (1) MTS 16 1000# 14-10d x 1-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # 74048, DATED 1111/2017. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. REFER TO MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. FOUNDATION SCHEDULE KEY DESCRIPTION F-1 18" WIDE X 16" DEEP THICKENED EDGE FOOTING W/ (2) #5 BARS CONTINUOUS. F-2 24" WIDE X 18" DEEP MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS. S-1 4" (2500 PSI) POURED CONCRETE SLAB W/ FIB€RMESH REINFORCING ON 6MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TREATED FILL. i I I I I I I I L--------- C2 FOUNDATION 1/4" = 11 -0" PLAN 40'-0" IN CONIC. PAD - FOUNDATION PLAN Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SALLVAD OSA RESIDENCE Vero Beach, Florida CLIENT RAFAEL SALGADOSA 1 CONSULTANTS I REGISTRATION i * -v MICHAEL J. SEAL, AIA AR96898 REVISIONS 1:1:961reyk KEY PLAN SHEET TITLE / SHEET NUMBER FOUNDATION PLAN A2.00 PROJECT NUMBER 29827.00 DATE 03/14/2017 1-2 1/2" VTR i I ARCHITECT Architectonic Ini 9 E 5 GARAGE DOOR BUCK DETAIL w m Q C� P-2 P-3 P-1 RIDGE P-2 P-1 P-2 P-2 RIDGE P-3 P-1 N N P-1 °- a P-1 P-2 P-3 I P-3 P 2 GABLE ROOF SHEATHING NAILING ZONE INFORMATION -\O 3 M,gS�FR 3„ 9q rti SANITARY RISER DIAGRAM 7 3/4" = T 0" TORSION BLOCK W/ 1/2" X 5 1/2" REDHEAD o " 1'-0" V-0" P.T. 2"X6" BUCK W/ 3/16" X 2 1/2" TAPCONS @ 12" O.C. STAGGERED 0 P.T. 2"X6" BUCK W/ 1/2" X 5 1/2" REDHEADS & 2" X 1/8" WASHERS 0 CP 0 it P-3 IL P-3 ZONE P1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD ZONE P2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD ZONE P3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD NOTES 19/32" CDX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226 _(4 LEFT SIDE ELE 1/4 0 co 3 ROOF SHEATHING NAILING ZONE INFO. 2 PIPE B 1/2" = 1'-0" _ - - 3/4" 2" GALVANIZED PIPE W/ 1/4" THICK WALL 4" COLLAR W/ (4) 1/4"X3" TAPCONS OLLARD DETAI 6 REAR ELEVATION - HOUSE 12 T.r,- 15 4 co O z SS LL. , 0 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 1L�1�i��13�771Ir��lYiLIL�]I►I�K�]u STATE REG # AA26003348 COPYRIGHT 2017 PROJECT TOP OF B OAO" SALGADOSA RESIDENCE IVero Beach, Florida I CLIENT 1ST FLDOO 0 RAFAEL SALGADOSA TOP OF BEAM 1ST FLOOR 0" TOP OF BE 10'-0" 1ST FLOOR_Ad[-� �-w o,. I CONSULTANTS I REGISTRATION r A .981 MICHAEL" T-SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS AIN -PROJECT NUMBER 29827. DATE 03/14/2U 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 2014 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 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 STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER 5 RIGHT SIDE ELEVATION -GARAGE 1/4" LEFT SIDE ELE 1/4" = 1'-0" 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. DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" G.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 2014 FLORIDA BUILDING CODE W/ AMENDMENTS. STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORIE THAN 6" O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 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 3/4" MIN. VATION - GARAGE DETACHED GARAGE T.O.B. 14'-0" V DETACHED GARAGE REAR ELEVATION - GARAGE 1/4" = 1'-0" 2 FRONT ELEVATION - GARAGE 1/4 = 1 0 )_ RIGHT SIDE ELEVATION - HOUSE 1/4" = 1'-0" DETACHED GARAGE T.O.B. 14'-0" -70 DETACHED GARAGE _ T.O.B. 14'-0" TOP OF SLAB B o' �I 1STFLOOR 0. ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT SALGADOSA RESIDENCE Vero Beach, Florida CLIENT RAFAEL SALGADOSA CONSULTANTS REGISTRATION "'0 OF_FLO� n s MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER EXTERIOR ELEVATIONS A4.00 PROJECT NUMBER 29827.00 DATE 03/14/2017 ARCHITECT WINDOW CAULKIN( STUCCO NATERPROOFING (CONCRETE SEALER BEFORE & AFTER BUCK INSTALLATION) TYP. OF ALL 4 3 1 D E S WINDOW FLASHING n- WINDOW 1 1/2" = 1'-0" METAL ROOFING ON 30# FELT UNDERLAYMENT ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL SIMPSON HETA 20 PER SCHEDULE PRE-ENGINEERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS METAL DRIP EDGE 1"X6" R.S.C. FASCIA ON 2"X4" SUB -FASCIA STUCCO SOFFIT ON RIBLATH W/ CONTINUOUS SCREEN VENT — R-30 FIBERGLASS BATT INSULATION (2) COURSES OF CONC. BILK. BOND BEAM W/ (1) #5 BAR EACH T1711 Innrn n nAll l l SIMPSON OVERFRAI 10d NAILS lJV1VIVLV I VI\ U 1 11\VUJ VVIVlr f11V 1 12 5�— _ OVERFRAMED TRUSS DETAIL O 1,1 = 1'-01, --- - -- ----- - - --- 1 /2" GYP. BOARD CEILING SIMPSON HETA 20 PER 20 SCHEDULE TYP 12 5 8" PRECAST LINTEL W/ 1 #5 BAR & 8" BOND BEAM W/ 1 #5 BAR PRE -CAST LINTEL @ DOOR & STUCCO ON RIB LATH OR 5/8 WINDOW OPENINGS - REFER TO i I LINTEL SCHEDULE FOR o EXTERIOR SOFFIT BOARD W/ 1 ADDITIONAL INFORMATION Nt 1/2" DRYWALL SCREWS @ 4" O.C. PERIMETER & 8" O.C. FIELD I � � i 12"x12" CONCRETE BLOCK COLUMN W/ (4) #5 BAR IN GROUT PAINT INTERIOR OF WALLS FILLED CELLS — - I � o #5 VERTICAL DOWELS IN CONC. STUCCO FINISH FILLED BLOCK CELLS @ CORNERS, EACH SIDE OF OPENINGS AND @ 4'-0" O.C. MAX. REFER TO FLOOR REFER TO FOUNDATION PLAN PLAN FOR EXACT LOCATIONS FOR SIZES AND REINFORCING 777 I I STUCCO FINISH NOTE: REFER TO TYPICAL WALL SECTION FOR ADDITIONAL I - REFER TO FOUNDATION PLAN FOR SIZES INFOMRATION AND REINFORCING ° Le • e ia° al I :La�� IIII1 —III—III— : _ .y I—IIIII IIIIIII IIIII I 11=1 I I1 I �_ _� I I=1 I I —III —III 111 111 I I I '� 111 I II 111 6MIL VAPOR BARRIER _ pp I IIIIIIIIIIIIIIII1 � I1 —IIIIIIIIIIIIIII—III IIIIIII I 3 TYPICAL WALL SECTION @ DETACHED GARAGE 2 COLUMN DETAIL 2"X4" TOP PLATE 3YP. BOARD CLGS & WALLS STUDS @ 24" O.C. "'X4" BOTTOM PLATE AS SELECTED BY OWNER INTERIOR PARTITION DETAIL 3/4" = 1'-0" METAL ROOFING ON 30# FELT UNDERLAYMENT ON 5/8" CDX PLYWOOD NAILED PER ROOF SHEATHING NAILING ZONE DETAIL 1 PRE -EN INE'ERED WOOD TRUSSES @ 24" MAX - REFER TO MANUF. SHOP DRAWINGS R-30 FIBERGLASS BATT INSULATION SIMPSON HETA 20 PER SCHEDULE - METAL DRIP EDGE 1"X6" R.S.C. FASCIA ON 2"X4" SUB -FASCIA STUCCO SOFFIT ON RIBLATH W/ CONTINUOUS SCREEN VENT (2) COURSES OF CONC. BILK. BOND BEAM W/ (1) #5 BAR EACH PRE -CAST LINTEL @ DOOR & WINDOW OPENINGS - REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION 1/2" GYP BOARD ON 1"X2" P.T. FURRING @ 16" O.C. W/ 3/4" RIGID 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 I REFER TO FOUNDATION PLAN FOR SIZES AND REINFORCING i 6MIL VAPOR BARRIER TYPICAL WA 3/411 = 1'-01, II=1 III LL SECTION 12 5 1/2" GYP. BOARD CEILING WOOD BASE e � e- a L a _ I IIIIIII—III: — _ _� � Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 ZOJECT SALGADOSA RESIDENCE IVero Beach, Florida I CLIENT RAFAEL SALGADOSA 1 CONSULTANTS I REGISTRATION �j••GNPELJ.g 9 R96898 STFRED AaG� MICHAEL J. SEAL, AIA AR96898 IREVISIONS NO. I DATE REVISION 1 04/28/17 1 BLDG DEPT COMMENTS I KEY PLAN ' SHEET TITLE / SHEET NUMBER DETAILS A5.00 PROJECT NUMBER 29827.00 DATE 04/28/2017 ARCHITECT Architectonic Inc ELECTRICAL LOAD CALCUATIONS HOUSE 2,493 SQUARE FEET @ 3VA/SF 7,479 VA 2 APLIANCE CIRCUITS 3,000 VA 1 DRYER 5,000 VA 1 LAUNDRY 1,500 VA 1 DISHWASHER 1,200 VA 1 REFIGERATOR 1,200 VA 1 RANGE/ OVEN 12,000 VA 1.DISPOSAL 800 VA 1 WATER HEATER 4,500 VA 1 MISC 2,000 VA SUBTOTAL 38,679 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 11,472 VA 1 A/C & HEAT SYSTEM 12,000 VA TOTAL 33,472 VA 33.472 240 140 AMPS GARAGE 1,200 SQUARE FEET @ 4.5VA/SF 5,400 VA 1 WELDER 10,000 VA 1 COMPRESSOR 5,000 VA 1 MISCELLANEOUS 5,000 VA SUBTOTAL 25,400 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 15,400 VA 1 A/C & HEAT SYSTEM 5,000 VA TOTAL 30,400 VA 240 126 AMPS USE NEW 300 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT ELECTRICAL SERVICE (3) 350 MCM, IN 2 1/2" CONDUIT 3# 1/0, #6, 1 1/2" CONDUIT GARAGE HOUSE 120/240V O 120/240V 1 PH. 1 PH. 150A 150A MAIN BR. MAIN BR. #3 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE ELECTRICAL LEGEND P SINGLE POLE SWITCH �3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET W/ GROUND FAULT PROTECTION DUPLEX OUTLET WEATHER PROOF & GFI 220V OUTLET E) MOTOR OUTLET tpr WALL MOUNT LIGHT FIXTURE CEILING MOUNT LIGHT FIXTURE 10N RECESSED LIGHT FIXTURE ❑ JUNCTION BOX FOR FAN/ LIGHT COMBO 1,7 PHONE OULET IJ CABLE TELEVISION OUTLET �S1 SMOKE DETECTOR/ CARBON MONOXIDE ---0 DOORBELL CH CHIMES 220/GFI G.FI GFI i i i GFI / GARAGE � I 1/2 BATH- L SP--- • / 1 1� HOBBY ROOM GFI ----------------------------------� u . . ] -Ell�'�] ® WP/GFI y 6 ELECTRIC METER � 1 I 1 r i r 1 / I / 1 / I / I TO LAMP POST 1 I I i I i I I I I r r r r r r r 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 I PROJECT SALGADOSA RESIDENCE Vero Beach, Florida CLIENT RAFAEL SALGADOSA 1 CONSULTANTS 1 REGISTRATION y,' �pELJ. S E y� , R9689i?'' - MICHAEL J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION KEY PLAN ISHEET TITLE / SHEET NUMBER ELECTRICAL PLANS 2 1 ST FLOOR PLAN 1/4" = V-0" 0 1 1ST FLOOR ELECTRICAL PLAN 1411 A6.00 PROJECT NUMBER 29827.00 DATE 03/14/2017