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HomeMy WebLinkAboutApproved PlansIF THERE ARE NO MARKUPS ON LAYOUT, THEN TRUSSES WILL BE BUILT AS DESIGNED AND CT WILL NOT BE BACK —CHARGED FOR ANY ITEMS FOUND AFTER THE FACT OF THE RETURNED LAYOUT ALL DIMENSIONS AND CONDITIONS THAT EFFECT WD. TRUSSES MUST BE VERIFIED BY BUILDER AND/OR ARCHITECT BEFORE ANY PRODUCTION OF WD. TRUSSES 4/12 8 1/16° 00 x _ 4/12 x M (`7 c— 2, p„ 21011 1On — 6" 1' 4 1/4" ' 3 1 /21' 4 1/4" A10 VERIFY ALL DIMENSIONS, WALL HGT.s, COL. HGT.s & LOCATION GIRDER LOCATIONS, CLG HGT.s, COFFER CLG. LOCATIONS END DETAILS, PITCH, FASCIA, O.H. & CANT SOME DOWN FRAMING REQ. BY BLDR. DROP CLG., CEILING CHANGE & COFFER CLG. AREAS 00 M co �17) 0) 0 M 6 1/16"1 21 011 14' 4" 4/12 4/12 we 14' 411 ind Load Type'. LOADS ROOF FLOOR SCE 7-10 MWFRS esign Wind Speed: 170 mph TCLL 30 40 uilding Type: Enclosed TCDL 15 20 ategory importance Factor: II 1.00 BCDL 10 5 Duration Factor Roof 1.25 / Floor 1.00 BCLL 0 0 wilding Exposure: "C" TOTAL 55 65 Truss bottom chord analyzed with 10psf non -concurrent live load 3p psf concurrent live load on trusses designed with storage space. TRUSS HANGER INFORMATION 2013 REVISION E. Chi Ck TRUSS ENGINEERING for gravity and uplift values. If the vat C. exceeds the capacity of hanger shown below, then it is P Y a 9 ,the responsibility of the builder to provide a suitable connection. All . l hanger values are based on a 2- supporting girder. .PY 9 PY PP 99 HA GER GRAVITY FASTENER CONN. ROOF FLOOR UPLIFT GIRDER TRUSS A TH 26 2x6 3060 2645 2265 1846E 12-10d 1 1I2' B TH !28 2x8 4485 4115 2330 28-16d 16-10d 1 112" C TH' 26"2 2x6 3356 2770 2340 18-16d 12-10d D TH 0�6-2 2x6 5245 4375 2340 20-16d 8.16d E TH H�6-3 2x6 5245 4375 2340 2046d 8-16d F TH 28i2 2x8 5005 4310 2595 28-16d 16-10d G TH!.H28-2 2x8 8025 7360 3330 36.16d 1016d H THE H48-3 2x8 7835 7595 4370 36-16d 12466 I TH )"I 2x6 3175 2540 2285 18-16d 12-10d J Hi 26 2X6 3490 2135 16-16d 5-1 Ud K 'I SUN 2x6 2100 1680 13U 12-16d 6-166, L SKrIH 6LIR 2x6 1890 1510 2190 1846d 12 10dx1 12 M SK 146L-DR-2 2x6 2100 1680 895 12-16d 446dx2412 N O GI 7 8 T 2x8 10900 8720 8435 22 - WS3 16 - W83 P G S T 2x8 12470 11100 12490 28 - WS3 24 - WS3 Q GS T 2x8 12470 11100 12490 28 - WS3 24 - WS3 M TA 241HTWM20 Connection R OF! EUAL. by bltlr. - 1546 51/4" Tapcoo 940d S T R 6. OR EQUAL Connection - - t380 8-10u 9-1Otlx'I-11T' by bitlr. 2. 74 A OR Connection X'. E A by bldr. Y 2760 16-10tl iB40tlx1412' ; z b0 a TOR BY BLUR "IMPORTANT INFORMATION" ALL 1EACTIONS, UPLIFTS, ETC. ARE THE RESPONSIBLITY OF THE ENG11 E R OF RECORD, PER LOCAL CODE. REFER TO THE STRUCTURAL FRAM N43 FOR INFORMATION. CT IS NOT AND WILL NOT TAKE ANY RESP SIBILITY FOR ANY TYPE OF THIS INFORMATION. THIS INFOIF M TION IS THE SOLE RESPONSIBILITY OF THE ENGINEER OF RFC BEAR N HEIGHT DISCLAIMER: IT IS T iE SOLE RESPONSIBILITY OF THE ARCHITECT OR PROJEC"I' ENGI. IE R. REGARDING BEAM ELEVATIONS AND BREAK LOCATIONS FOR CIIAN31 S IN BEAM HEIGHTS. CT BEAM HEIGHT SCHEDULE IS A GhiID LIIIIIE ONLY. REFER TO ARCHITECTUAL AND STRUCTURAL DR" IN S FOR THIS INFORMATION. CT IS NOT AND WILL NOT BE RE SPOI SIBLE FOR THIS INFORMATION. I II ' ! FIE D R WING is not the responsibility of the truss fabricator, truss designer, or plate ttlenuf f rer. Persons erecting trusses are cautioned to seek professional advice regarding tempo ry and erection bracing which is always required to prevent toppling and dounuming during in ction, and permanent bracing which may be required in specific applications. TfulSse s tell he erected and fastened in a straight and plumb position. Where no direct I, top ch rd sheathing is applied, trusses must be braced at 24" on center maximum. Where 11II n¢., dir p(. bottom chord sheathing is applied, trusses must be braced per local code. j, Trollies, ust be handled with extreme care during erection to prevent damage or personal ,! injory. R fer to truss engineering for connection and bracing requirements. These calcula'one are supplied In order for the ENGINEER OF RECORD to adequately provide for connec p and integration of the roof assembly to the supporting structure. Designers of suppo d connections are SOLELY responsible for the integrity of their producLTrusses remain p r property until paid for in full. Truss layouts and engineering may not be reprod ce in part or in full under any circumstances. I� I SHOP DRAWING APPROVAL _ THUS CEMENT PLAN MUST BE APPROVED PRIOR TO COMMENCING TRUS I ENGINEERING OR FABRICATTON. THE BUILDER MUST VERIFY THE ,y COOF D1 ATION OF ALL THE INFORMATION IN THIS PLAN WITH THE a ARCIF T CTURAL OR STRUCTURAL DRAWINGS. ANY VARIATIONS $ � BETIA THE FINAL PLACEMENT PLAN AND THE ARCHITECTURAL OR STRU T RAL PLAN IS THE SOLE RESPONIBILITY OF THE CUSTOMER, AND N EXPENSES INVOLVED IN CHANGES AFTER TRUSS FABRICATION ISTHEFIESPONSIBILITYOF THE CUSTOM AND NOT CUSTOM TRUSS LLC. Apprve By Dale Nsj I;A OF �GO,^,rh DRAWING RI-: I piI DNS TAKEN ECTIONS NOTED I RESUBMIT �B (.II"ICD ITEM (,{ �I it f-.I. d F,^ r. - c t,IIT{ TI ' 1F l L - I':t r,rE Ihll1 7 l IM _ ATE - t FrJi­i !1` INS SOLELY TO I FA7'IC 4 ON PR'1J S OF COtI I'ON, AND I OR CORDINI �I� N F OF ALL TRADES FIN�N�L�DARCNITECTURG, I�VC: 'll oarE1't'' _BY Nl�lrl Sul 555 lorizontal and Vertical Truss reactions and uplift ITS; are provided by CUSTOM TRUSS LLC., DB ENGINEER OF RECORD to accurately provide or the ROOF TRUSS SYSTEM and for proper 3n of the ROOF TRUSS SYSTEM to the supporting Florida Registered Engineer APFORBES, PE Jos 20699 xOMPANO PKWY. , JO BEACH, FL 33069 2-6651 Date 411111111114 CUSTOM TRiISS 1890 W. ATLANTIC AVE. DELRAY BEACH, FL 33444 PH: (954) 786-8800 FAX: (954) 786-8804 Ier: SOLTY PLUMBING me: CESPEDES GARAGE dress: C24 CANAL ROAD sion: ,�j� Lot: Block: ,�� ART PIERCE ZIP: By: Scale: Date: B GURDA 1/1 04/14/2017 mber: #170462 architect FINNVOLD ARCHITECTURE, INC. 8000 N FEDERAL HWY SUITE 118 BOCA RATON, FL 33487 P 561.953.5200 F 561.953.5210 structural and MEP engineer CARL G. FORBES PE 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FL. 33069 P 954.682.6651 F 954.903.4284 carlforbes@bellsouth.net landscape consultant Grasshoppers Landscape and Design 10480 W Atlantic Ave Delray Beach, FL 33446 ph: 561 638 2356 Fax: 561 638 9704 Civil engineer Knight, McGuire & Assoc. Inc. 80 Royal Palm Pointe, suite 401 Vero Beach, FI.32960 772-569-5505 GENERAL NOTES LOCATION MAP CESPEDES RESIDENCE ST, LUCIE COUNTY. FLORIDA PROPERTY BOUNDARY FINNVC HATCH AREA [ PROPOSEDLC FOR NEW HON N ARCHITECTURE, INC. ON 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALLDESIGNSAND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHAI_I NOT5EUSEDOR REPRODUCEDWHOLE ORIN PARTWITH-OUT WRITTEN PERMISSION OR BE I IABI F FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONSANDDIfAENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED ,I' I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE I , CONTRACTOR OF RECORD I� I ST. LILT TEQ E Ll?I ]REVIEWED FOR CO TA REVIEWED 1ppY, DATE /I.t�nP PLANS AN' ER -NUT NTUST OR NO INSPECTION WILL Ali; IIII�Ij' 01 GENERAL REQUIREMENTS 01 04 CLEANING AND WASTE MANAGEMENT 08 OPENINGS 09 06 CEMENTITIOUS COATINGS a. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF 08 01 OPENINGS a. ALL CEMENTITIOUS COATINGS TO BE 5/8" THICK MINIMUM, APPLIED IN 23 HEATING, VENTILATION, AND AIR CONDITIONING 01 01 GENERAL INFORMATION ALL TRASH DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT, OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, A CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S TWO COATS, AND PAINTED I 23 01 REFER TO MECHANICAL DRAWINGS FOR NOTES, REQUIREMENTS ANC' A. ALL WRITTEN DIMENSIONS & NOTES SHALL SUPERSEDE SCALE & GRAPHICS GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AN READY FOR SPECIFlCATIONjS PRIOR TO CONSTRUCTION OF SHELL. b. CONTINUOUS EXPANSION JOINTS SHALL BE INSTALLED AT ALL AREAS OF STORY PLATE LINES, OR NEW/EXISTING SPECIFICATIONS OCCUPANCY UPON COMPLETION OF THE PROJECT DISSIMILAR MATERIALS, MULTIPLE B. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER 03 CONCRETE B. ALL EXTERIOR WINDOWS AND DOORS SHALL APPROVED HURRICANE WINDOWS & DOORS, OR WILL HAVE AN APPROVED HURRICANE SHUTTER CONSTRUCTION JOINTS. C. PER ASTM C 1063, EXPANSION AND OR CONTRACTION JOINTS SHALL BE 26 ELECTRICAL C. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE 03 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND PROTECTION INSTALLED IN WALLS NOT MORE THAN 144 S.F. IN AREA AND NOT MORE THAN 100 S.F. IN ALL HORIZONTAL APPLICATIONS. THE DISTANCE 26 01 REFER TO ELECTRICAL DRAWINGS FOR NOTES, REQUIREMENTS AND CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SPECIFICATIONS C. WINDOW AND DOOR BUCKS ARE CONSIDERED AS FILLERS AND THE WINDOW BETWEEN JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A SPECIFICATIONS SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND THE ARCHITECT WILL NOT AND/OR DOOR SHALL BE SECURED TO THE STRUCTURE THROUGH THE LENGTH —TO —WIDTH RATION OF 2-1/2 TO 1 BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK BUCKS ACCORDANCE WITH THE MANUFACTURER'S PRODUCT APPROVAL 26 02 ALL ENERGY STAR APPLIANCES. FINAL SELECTION AND PURCHASE TO IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT 04 MASONRY E AND SPECIFICATIONS 10 SPECIALTIES BE COORDINATED WITH OWNER. BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTORS,SUBCONTRACTORS 04 01 REFER TO STRUCTURAL DRAWINGS FOR NOTES, REQUIREMENTS AND D. GLASS IN INTERIOR DOORS AND/OR SIDELIGHTS SHALL BE TEMPERED 10 01 INSTALLATION: ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE OR ANY OF THEIR SPECIFICATIONS WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND 28 ELECTRONIC SAFETY AND SECURITY AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. E. ALL EXTERIOR DOORS AND DOORS INTO GARAGE SHALL HAVE WEATHER APPROVED INSTALLATION DRAWINGS STRIPPING AND METAL THRESHOLD 28 01 SECURITY SYSTEMS SHALL BE COORDINATED WITH HOMEOWNER, D. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO ANY CONSTRUCTION AND 05 METALS 11 EQUIPMENT PERMIT IS BY OTHERS. CONTRACTOR TO COORDINATE PREP WORK NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. F. REFER TO DOOR & WINDOW SCHEDULES FOR ADDITIONAL INFORMATION & 11 01 RESIDENTIAL APPLIANCES: REFER TO PLAN FOR QUANTITY AND LOCATION AND INSTALLATION 05 01 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL OF STRUCTURAL METAL SPECIFICATIONS AND COORDINATE WITH OWNER FOR APPLIANCE (MODEL) SELECTION 31 EARTH WORK E. CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO ANY WORK IF FIELD OR SITE CONDITIONS PROHIBIT EXECUTION OF DETAILS AND PLANS AS PERMITTED. 09 FINISHES 31 01 EARTHWORK F. ARCHITECTURAL DWGS. SHALL BE USED IN CONJUNCTION WITH STRUCTURAL, 06 WOOD, PLASTICS AND COMPOSITES 09 01 REFER TO FINISH SCHEDULES FOR MANUFACTURER, LOCATIONS, AND COLORS OF FINISHES. ARCHITECT WILL COORDINATE COLOR SELECTIONS a. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE MECHANICAL, ELECTRICAL PLUMBING & SITE SPECIFICATIONS DWGS SUCH AS 06 01 ALL WOOD IN CONTACT W/MASONRY OR STEEL TO BE PRESSURE AND FIXTURE SELECTIONS PRIOR TO CONSTRUCTION 12 FURNISHINGS FINAL SOILS, COMPACTION, AND GEOLOGICAL REPORTS CIVIL, SURVEY, SOIL TEST AND SITE PLAN. TREATED 12 01 1 MANUFACTURED WOOD CASEWORK 06 02 SHOP FABRICATED WOOD TRUSSES 09 02 GYPSUM BOARD ASSEMBLIES REFER TO PLANS FOR SIZES AND LOCATIONS b. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN G. UNLESS SITE SPECIFICATIONS ARE PROVIDED ARCHITECTURAL DWGS WILL BE A CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ARCHITECT FOR b. ALL CABINETRY BOXES AND DOORS TO BE CONSTRUCTED OF PLYWOOD VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR VOIDED. VOIDED. REPEATING OF THESE DRAWINGS WITHOUT WRITTEN PERMISSION OF REVIEW AND APPROVAL A. STANDARDS: ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE OR HARDWOOD TO THE START OF CONSTRUCTION FINNVOLD ARCHITECTURE INC. IS UNLAWFUL AND WILL BE SUBJECT TO LEGAL WITH THE "AMERICAN STANDARD SPECIFICATIONS FOR THE RECOURSE (INCLUDED BUT NOT UMITED TO: REPEAT FEES, FINES, LITIGATION B. COMPONENT AND CLADDING PRESSURE IS RECOMMENDED FOR APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED 12 02 COUNTERTOPS: REFER TO PLANS FOR COUNTER TOP AND BACK SPLASH 31 02 SELECTIVE TREE AND SHRUB REMOVAL FEES, ETC.) WIND PRESSURES FOR TRUSS DESIGN. TRUSS ENGINEER IS BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION. SIZES AND LOCATIONS. COORDINATE WITH MANUFACTURER SPECS. a. WHEN CLEARING PROPERTY, DO NOT DISTURB NATIVE TREES WITH A RESPONSIBLE FOR THE PERFORMANCE OF THE TRUSS SYSTEM APPLICABLE HEREOF ARE HEREBY MADE A PART OF THIS TRUNK THICKNESS OF 6" OR GREATER, UNLESS IN THE FOOTPRINT H. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE SPECIFICATION EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE OF THE FOUNDATION CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND C. ANCHORS AT WALLS AND SUPPORTS SHALL BE AS SPECIFIED IN CALLED FOR IN THIS SPECIFICATION, IN LOCAL CODES, OR BY THE 31 03 FILL COMPACTION COUNTY BUILDING ZONING ELECTRICAL, MECHANICAL PLUMBING, LIFE SAFETY THE STRUCTURAL DRAWINGS DO NOT USE UPLIFT REACTIONS MANUFACTURER OR THE GYPSUM WALLBOARD, ERE I ALL D, WHOSE REQUIREMENTS FOLLOWING SOIL REPORT FOR SPECIFIC DETAILS AN 0 a. D INFORMATION AND FIRE THE CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS FROM TRUSS CALCU NS FOR CONNECTORS SHALL BE FOLLOWED. 22 PLUMBING REGARDING THIS SITE FILL SHALL BE CLEAN, WELL GRADED SAND CONSTRUCTION AND THE CONSTRUCTION DOCUMENTS AND BRING ANY CONCERNS TO THE 22 01 REFER TO PLUMBING DRAWINGS FOR NOTES, REQUIREMENTS AND MATERIAL FILL SHALL BE PLACED IN LIFTS OF NOT MORE THAN 12" ATTENTION OF THE ARCHITECT. 07 THERMAL AND MOISTURE PROTECTIOND B. ALL GYPSUM BOARD SHALL BE 5/8" THICK, FINISHED AND PAINTED SPECIFICATIONS AND COMPACTED TO 95X MODIFIED PROCTOR (ASTM D1557). AT ALL BATHROOMS TO HAVE DENSE3SHIELD OR DENSARMOR MOISTURE 22 02 RESIDENTIAL PLUMBING FIXTURES LEAST ONE DENSITY TEST SHALL BE MADE PER 2500 S.F. OF 01 02 SHOP DRAWINGS, PROJECT DATA AND SAMPLES 07 07 REFER TO ENERGY CALCULATIONS FOR EQUIRED RESISTANT BOARD THROUGHOUT AND REDGUARD WATERPROOFING OR A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS COMPACTED AREA (VERIFY WITH SOIL REPO THE RESULTS OF A. THE CONTRACTOR SHALL SUBMIT (3) THREE COPIES OF REVIEWED AND R—VALUES, SHGC AND SC OF BUILDINGN EQUAL B. FIXTURES ARE SELECTED WITH HOMEOWNER PROCTOR TEST(S) AND FIELD DENSITY TESTIS SHALL BE FURNISHED STAMPED SHOP DRAWINGS OF ALL FABRICATED ITEMS AND EQUIPMENT FOR C. AIR HANDLER CLOSETS SHALL HAVE DENSARMOR BOARD ON INSIDE TO THE ARCHITECT/ENGINEER THE ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT WITH THE WORK 07 02 ATTIC INSULATION SHALL BE R-20 MIN. ONTRACTOR TO 09 03 NON STRUCTURAL METAL STUD FRAMING: METAL STUDS SHALL BE 25 GA. 22 03 RESIDENTIAL GAS APPLIANCES 33 UTILITIES COORDINATE ENERGY CALCULATIONS WITH INSULATION VALUES. A. REFER TO PLUMBING PLANS FOR FIXTURES QUANTITY AND LOCATIONS B. ALLOW 14 DAYS FROM ARCHITECT'S RECEIPT OF SHOP DRAWINGS FOR � MINIMUM, SPACED AT 16" O.C. B. FIXTURES ARE SELECTED WITH HOMEOWNER 33 01 UTILITIES: CONTRACTOR TO COORDINATE REQUIREMENTS WITHREVIEW TIME 07 03 PROVIDE LIQUID FLASHING AS REQUIRED EW OPENINGS 09 04 ALL TILES OR STONE IN BATHROOMS SHALL HAVE A SLIP RESISTANT UTILITY, GAS AND SEPTIC COMPANIES PRIOR TO CONSTRUCTION.COEFFICIENT 04 FOIL INSULATION R:4.1 MIN. WHEN GYP D 0,6 MIN. (WHEN WET) AND BASE MATERIAL CONTRACTOR TO VERIFY CONDITIONS AND LOCATION PRIOR ANY 01 03 TEMPORARY EROSION AND SEDIMENT CONTROL07 WORK PERFORMED. A. CONTRACTOR TO MAINTAIN SILT FENCE DURING CONSTRUCTION, AND REMOVE FROM THE PROPERTY WHEN CONSTRUCTION IS COMPLETE ,07 05 INJECTED FOAM INSULATION ON CMU WAIN. (IF INT FINISH IS 09 05 PAINTIING: ALL STUCCO AND GYPSUM BOARD SURFACES SHALL BE PAINTED STUCCO) WITH BENJAMIN MOORE OR SHERWIN WILLIAMS PAINT. B. REFER TO SITE PLAN FOR SILT FENCE DETAILS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ON JOB NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY I 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 0 REVISION 5.15.17 PER BLDG DEPT.COMMENTS CONSULTANTS �Ir� - i J �® �w COVER - PEIACAfE FX15TINO OAK N'R 5 I , l l I LIN `I WIVI WAY tP&MAY -� DRIVEWAY SITE PLAN SCALE: 1" = 40'-0" R20PPNE cwx�csnw u,w L_®_J DRIVEWAY PARKING PADDOCK I'Ui11NG BEN IAn I,I FINLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR cr rcn PRIOR TO THE EXECUTION OF THE WORK. AREA CA ! ULATION LOT AREA = 823,802 S.F. 18.91 Acres) GARAGE / CARPORT TOTAL 0 ERED AREA 1,792 SF GARAGE AREA = 756 S.F.(I, ENCLOSED GARAGES) CARPORT AREA = 1,036 6.F. BREEZE WAY COVERED AREA = 1076 3 F' PROPERTY INFORMATION 16675 C 24 CANAL ROAD PORT ST LUCIE, 1 34987 LEGAL DESCRIPTION PARCEL 12: THE NORTHEAST ONE —QUARTER (NE 1/4) OF SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST, LESS AND EXC P THAT PART OF THE WEST ONE—HALF (W 1/2) OF THE NORTHEAST ONE —QUARTER (NE 1/4) OF SAID SECTION 24, LYING WEST OF THE CENTERLINE OF THE EXISTING ROAD, AND LESS AND EXCEPT THAT PART OF THE NO'RTHEAS ONE —QUARTER (NE 1/4) OF SAID SECTION 24 LYING WII IN THE RIGHT OF WAY OF DIVERSION CANAL C-24, AND LE S AND EXCEPT THE EAST 70.00 FEET AS CONVEYED TO ST. LUCIE COUNTY, A POLITICAL SUBDIVISION OF THE STATE 01 FLORIDA BY VIRTUE OF THE SPECIAL WARRANTY DEED RECORDED OCTOBER 29, 2008, IN OFFICIAL RECORDS BDOK 3028, PAGE 2670, PUBLIC RECORDS OF ST. LUCIE CO�JN , FLORIDA. TOGETHER WITH THAT PART OF THE NORTH ONE—HALF IN 1/2) OF THE SOUTHEAST ONE —QUARTER (SE 1/4) OFIS I SECTION 24, LYING EAST OF THE CENTERLINE OF THE EXISTING ROAD AND NORTH OF THE CENTERLINE OF THE! EXISTING CANAL. JURISDICTION: SAINT LUCIE COUNTY, FLORIDA TOTAL PROPERTY SIZE : 3,721.4 ACRES (162,086,760 Sill F) MIN LOT SIZE : 217,800 SF LOT SIZE PROVIDED: 823,802 SF MIN. ROAD FRONTAGE: 60' MIN. LOT WIDTH: 150' MIN. LOT WIDTH PROVIDED: 930' MAX LOT COVERAGE : 10% LOT COVERAGE PROVIDED : (21,384 SF BUILDIN ) 0.3% ZONING LAND USE : AG-5 AGRICULTURAL FLOOD ZONE X CONSTRUCTION TYPE: TYPE VB UNPROTECTED F.B.C. 2014 5TH ED. GROUP U— STABLES/BARNS SECTION 312 SFBC PROPOSED BUILDING LOT (PARTIAL PARCEL 12) PARCEL #3224-111-0002-000/2) IS NOT ADJACENT TO PROPERTY LINE • AVERAGE CROWN OF ROAD = 23' N.A.V.D. • HIGHEST CROWN OF ROAD = 23' 1 • MIN. F.F.E.= 25.5' N.A.V.D.=(+/—O'-0") • LOWEST FLOOR SLAB = 25.5' NAVD • LOWEST GARAGE ELEVATION = 25.0' NAVD • LOWEST ADJACENT GRADE =24.0' NAVD SETBACKS: (NOT APPLICABLE) FRONT SETBACK 50' FEET REAR SETBACK 30' FEET INTERIOR SIDE SETBACK 20' FEET MAX. BUILDING HEIGHT 80' FEET NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 0 REVISION 5.15.17 PER BLDG DEPT.COMMENTS A REVISION 6.5.17 PER BLDG DEPT.COMMENTS CONSULTANTS ( I �.c ""A R,EAS ARAGE -CARPORT -A . 7I z N I N m LANDSCAPE AREA 0 SOD C' 112 101 104 107 13'-4" 115_ 8'-1" 113 116) 103 35'-3" O5' —1 o" 7 —0" 17'-9" 15'-4" 42'-0" o� 15'— r _ 0 z 1 —4" 72'-8" 19'—f i R DRIVEWAY/PARKING u 112 LL w w ltO lqf O 24.5' NAVD � " 1 4 FT o r m SLOPE ___ _ FIN. FL 00 22'-9" 5 —6 67'-4" 22'-1 1 " L �l 0 DRIVEWAY/PARKING Lo 24.0' NAVD 112 FIN. FL PARTIAL SITE PLAN SCALE: 1 /8" = 1'—O" NORTH 0 0 N u I 0 I N 34'-5" 17'-9" LANDSCAPE AREA OR SOD 37'-8" 0 i 04 AREA CALCULATION LOT AREA = 823802 SF. (. 1891 A ,.cres) GARAGE/CARPORT TOTAL COVERED AREA 1,792 SF OLD ARCHITECTURE, INC. GARAGE AREA = 756 S.F. (2 ENCLOSED GARAGES) 8000 N. FEDERAL HWY. SUITE 118 CARPORT AREA = 1 ,036 S.F. BOLA BATON, FL 33487 P. 561 3064286F.561 9535210 LICENSE # A A 26002586 BREEZE WAY COVERED AREA = 1076 S.F. ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT _ WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. KLAN \r1111.� c' -i r It l i qr0"1. J � • . �fff''' IJ II '1 v O I NEW RESIDENCE FOR MR. CESPEDES J PARCEL ID 3224-111-0002-000-2 N89"33 51 W 853, z SITE PLAN KEY NOTES C-24 CANAL RD SAINT LUCIE COUNTY 101 CONTRACTOR TO COORDINATE LOCATION/CONNECTION IOF TELEPHONE, CABLE AND ELECTRICAL SERVICE WITH S� LUCIE COUNTY UTILITIES DEPARTMENT. 102 PAVER DRIVEWAY AND PATHWAYS. REFER TO DETAIL 115 AO.07 103 FUTURE GENERATOR LOCATION, 10'-0" MIN. FROM CUSE, 10'-0" MIN. FROM ANY INTAKE OPENING. REFER TO /AO.07 FOR PAD DETAIL. COORDINATE FOR FUTURE TRANSFER SWITCH WITH ELECTRICAL PANELS PROVIDED 2.27.17 104 TANK —LESS GAS WATER HEATERS 1701 105 500 GAL. UNDERGROUND PROPANE TANK. SIZE & HOLE DIMENSIONS TO BE CONFIRMED WITH ;GAS COMPANY (PERMIT BY OTHERS) 106 DENOTES NEW CONCRETE PADS. SEE DETAIL 7/AO.O 107 1 " 0 WATER CONNECTION, 100' MIN. FROM SEPTIC, ONTRACTOR REVISIONS TO COORD. W/UTILITIES DEPT., MEP, & CIVIL DWGS 08 1NEW SEPTIC SYSTEM & DRAIN FIELD LOCA-TIION. CONTRACTOR TO PERMIT SET COORDINATE WITH UTILITIES, CIVIL AND ME DRAWIN JS 4.26.17 109 ELECTRICAL METER/ OR SUB PANEL. REFER TO EL IC RICAL 0 REVISION 5.24.17 DRAWINGS FOR DETAILS. COORD. W FPL. PER BLDG DEPT.COMMENTS 110 DENOTES NEW UNDERGROUND ELECTRIC. REVISION 6,5.17 CONTRACTOR TO COORDINATE WITH FPL 111 DENOTES POOL EQUIPMENT. CONTRACTOR TO COOR C I ATE PER BLDG DEPT.COMMENTS 112 CRUSHED SHELL ROCK PATHS/PARKING. COIORD. W OWNER. 113 PROPOSED LIFT STATION. COORDINATE W CIVIL DR'AV I GS 114 PROPOSED WELL LOCATIONS, COORDINATE WITH CIIIVII' DRAWINGS 115 STUB —OUT FOR FUTURE CABLE INSTALLATION (CON RACTOR TO COORDINATE LOCATION WITH OWNER) 116 PROVIDE WATER SOFTENER AND FILTERING SYSTEM REQUIRED 117 DENOTES COMPOSTE STATION AT STABLES/MANURE PI CONSULTANTS 118 ALUM. GATE (STYLE TO SELECTED BY OWNER) 119 4'6" H. ALUM. FENCE (STYLE TO SELECTED BY OWNERIIIII)', j 120 24"x24"x6'0 HI. CONCRETE BLOCK PIERS, SEE DETAI SHEET AO.07 I 12"x12"x5'0 HI. CONC. BLOCK PIERS PLACED MIN. 1 " FROM CNITHE / 121 PROPERTY LINE AND FOOTINGS MUST BE WHOLLY PROPERTY. SEE GATE ELEV. DETAIL SHEET ',A0.07 4'6"'H (2' MESH) ALUMINUM CHAIN LINK FENCE BY'OTHERS, 122 CONTRACTOR TO COORDINATE WITH OWNER. PROVID !ISHRUBS PLANTED AT 24" ON CENTER And MIN. 30" FROM FENCE. SEE LANDSCAPE PLANS. 3 RAIL HORSE BOARD WOOD FENCE BY OTHERS„ C NTRACTOR 123 TO COORDINATE WITH OWNER. GARAGE/CARPORT RAMM HORSE FENCE ND STALLS ANC�I�REEZEWAY (800)434.8456A $FEE PLAN PREFABRICATED WOOD AND ALUMN, PANEL !STALLS OTHERS, 124 / CONTRACTOR TO COORDINATE WITH OWNER!! RAMM RSE FENCE 3_A r- AND STALLS (800)434.845r5 I ` �. ��r :` ;' 0 F_ - I I I I I I I I I I I I I I I I I I I I I I DFNOTFS ROOF MU MW I I I I I I I C h C] v N h 0 N N 0 0 N a m (1) CAR GARAGE 'MrSFL EALED CONCRETE F t4�_0„ 1 MAE SUM ONM NA SM GWAE aW •M "M AND ILLSONRY EA Nal Allow N a nix MIS am FNDW = TO READ'NGEr DD RUT OM OFDIA ERqTE M w/ DOOR WSR WO M BISWCN ISLED I- lm�, am I GI ITDAlM IlfN1$ TO 03-D10 OPEN CARPORT (1) AR GARAGE FL SEALED CONCI��, . SEALEDE CONCRETE F_ -14'-O" I 14'_0" 14'_C)" m mE SR = wm ou SNOW WM MW VIE ICM NA WISONRY awm FR a SO M RElU'O"DO MR OFiRAIE - - - - - - - - - - - - - - - - - - FNmW/coat DcsFn, cm Nam1mE DI nS ON. S S S IPE ff GtaAC£ DODIt III mm Pun y72�� Z1S (1) 16.0 Off, mm FOR vTNTu . v DE V TAW D005 MS SR MIX FPS PROVIN RUG C0.m NRIP I11N SNOW AS RTNm (M. I OF 4) ROM m - -- -- 4 0 '3 10" i.--4' - as ( )QRTdTWAY NORTH: FLOOR PLAN (T) SCALE: 3/16" = 1'-0" (1) CAR GARAGE STUCCO CEILING (1) CAR GARAGE STUCCO CEILING CUUNG HTlf, DENOTES DECORATIVE BEAM AND RAFTERS OVER STUCCO COLINGS. TONGUE AND GROOVE CEILING OPTIONAL OPEN CARPORT EXPOSED RAFTERS VAULTED CEILING - ~ - c� - - - - - - - -- -- - - 1Xz NORTH REFLECTED CEILING PLAN(___V SCALE: 3/16" = 1'-0" ROOF PLAN SCALE: 3/16" = 1'-0" ROOF SCHEDULE PRODUCT APPROVAL MANUFACTURER DESCRIPTION COLOR DYNAMIC METALS, LLC DYNAMIC 1-1/2" MECH FL 21082 RO II 3201 SE DOMINICA TER. SEAM .032 ALUM. ROOF BRONZE FINISH DYNAMIC METALS STURT, FL 34997 POLYGLASS USA INC POLYGLASS PLYSTICK NOA 15-0410.04 1111 W NEWPORT CTR DR UNDERLAYMENT DEERFIELKD BCH, FL h \ la TYP. PAD EDGE DETAIL SCALE: N.T.S. PAVERS (BY OTHERS) FOR DRIVEWAY AND PARKING AREA DRIVEWAY CONTRACTOR TO PROVIDE SPECS AND DETAILS. DESIGN, FINISHES AND TYPE OF PAVERS, SHALL BE SELECTED BY OWNER. 2" MAX. LEVELING SAND BED 6" THICK CRUSHED LIMEROCK 95% DENSITY COMPACTED SUB -BASE PAVER DETAIL SCALE: N.T.S. 8"X8" CONC. CURB W/ 1#5 AT PERIMETER MORTAR AT PERIMETER --1 7 FIN.GRADE • NOTE: EDGES OF PAVING TO BE SET IN CONC. SO THAT CONC. IS NOT VISIBLE METAL ROOF OVER POLYSTICK AND 30 LB FELT (NAILED WITH PLASTIC CAP) UNDERLAYMENT, ON "LP TECH SHIELD RADIANT BARRIER" MIN. 19/32" THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. APPLY R-30 BATT INSULATION (OR AS PER ENERGY CALCS.) ON BOTTOM CHORD OF TRUSS. FINISH CEILING WITH T&G OR 1 LAYER OF 5/0" GYP- ED. PAINTED, TYP. USE FURRING AS NEEDED TO ENSURE LEVEL CEILING. DENOTES PRE-FAB WOOD TRUSSES REFER TO STRUCTURAL FOR DENOTES DECORATIVE OUTLOOKERS (TYP) _ +10,-6" TOP OF BEAM 2x8 WOOD PAINTED FACIA, PRIMED AND BACK PRIMED WITH 1x2 NAILER WITH GALV. MTL. DRIP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. DENOTES BEAM PER STRUCTURAL DRAWINGS T&G CEDAR WOOD PLANKS 4'4" WIDE X %" THICK MIN. OR 6"X 1¢" THICK WD. PLANKS NAILED TO %" CDX EXT. PLYWOOD SHEATHING AND TO UNDERSIDE OF TRUSSES. PROVIDE 3" CONT. VENT. AT OVERHANGS. STEEL COL. WRAPPED I WITH DECORATIVE CAST (- STONE AND CONC. BASE STONE VEN WITH EER (TYP) - CMU COLUMN BASE WITH _ STONE CAP AND VENEER - - (TYF) - FOUNDATION SEE I X STRUCTURAL FOR ice;`• • -� �EEZ ET IL J Dz — SCALE: 1 /2 = 1'-0" BATT a STRUCTUAL NOTES l Q ALL STRUCTURAL LUMBER # BE SYP#2 MIN, CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS SOIL BEARING 2500 PSF ALL REINFORCING STEEL A-615 GRADE 60 I I FI OLD ARCHITECTURE, INC. PARTITION LEGE D TYP. EXTERIOR WALL - 5/8" STUCCO ON 8 CONC. BLOCK ON BOTH SIDES. PROVIDE CORE FILL 500 'KISONRY FOAM INSULATION OR EQUAL. PA14T BOTH SIDES DENOTES STEEL COLUMN WITH DECORATIVE IA RAP (TYP). WITH CONCRETE BLOCK BA E AND STONE VENEER. REFER TO STRUCTURAL DRAWINGS FOR DETAILS I SYMBOLSLEGEND I ® NEW DOOR SYMBOL NEW WINDOW SYMBOL �Q Y ELEVATION MARK 1 2 INTERIOR ELEVATION MARK 4 <S> " 3 X ELEVATION TARGET SECTION MARK FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERi MLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL CAT. II SAFE[) GLASS AS PER 2411.3.1.3. FBC. PE 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70"10F NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE S PPORTIb AS PER 2510.5 F13C. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ, REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION NST TERMITES AS PER 1816.1.7 FBC. 6. MIN. COLING HEIGHT SHALL BE 7,-0" AS PER 12 3.2.6 7. PROVIDEGROUTED CELL OR COLUMN AT BEARING pPOINT FBC. j OF EACH RbER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. M OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 EQ. FT. y1 CLEAR iTHE B OIljF OPENING OF THE OPENING SHALL HOT BE MORE THAN 4V ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN C* OPEO THE DOOR FROM THE INSIDE OF THE CLOSET. I I 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE 0 ENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVER( SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND R SCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL, FBC R310.1 ALSO REAP NOTE # T�iIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" AF.F.,WHERE THE 'QOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN `` 2"'IN HEIGHT (CH'C41FOR REQUIRED ESCAPE OPENING DIMENSIONS W N THIS CON�ITION) FBC 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED,SH P DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW PRIOR TO FABRICATION & INSTALLATION. IAMD NOTES TO GONTRACTOP 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASSI`I, Cl. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION OG4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE A R�IROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR TOE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THESYST (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE�OLOR TO MATCH, TYP. i 4. ALL CABINET BOXES TO BE CONSTRUCTEDIOF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED VJHOLE OR IN PART WITHOUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE, THE CONTRACTOR SHALL VERIFY All EXISTING CONDITIONS AND DIMFNSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF TI IF WORK, NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 0 REVISION 5,24.17 PER BLDG DEPT.COMMENTS CONSULTANTS i u f, GARAGE AND CARPORT PLANS ► eO ■ (1) C M / r a 3 w w mU wz cD w o w o �U o� io Q J 0 U> w Z o? IL w 00 N v o ,o - o J co H z 'o W h N N W U w O 0 w o w K X ti x wo =N O ¢ -6 0 v J QJ O Q > - z D z= dU X ¢ CI U Q Q 2 LL 00 / w 0 o aU �o G O c GL a a J Q w 6 U a SEALED CONCRETE E3lm3llEl 35'-3" 72'-8" FLO R PLAN SCALD 3/16" = 1'-0" 8'-l/2" T7'-8 1/2" 17'-B 1/2' 6'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OPEN CARPORT SEALED CONC%TF. 76'-B" (1) CAR GARAGE SFL EALED CONCRETE r 14._U.. I I 0 h 0 I 0 n FINN`✓OLD ARCHITECTURE, INC. PARTITION LEGEND TYP. EXTERIOR WALL - 5/8" STUCCO ON B CONC. BLOCK ON BOTH SIDES. PROVIDE CORE FILL 500 MASONRY FOAM INSULATION OR EQUAL PAINT BOTH SIDES DENOTES STEEL COLUMN WITH DECORATIVE W Fm (TYP). WITH CONCRETE BLOCK BASE AND STONE VENEER. REFER TO STRUCTURAL DRAWINGS FOR DETAILS SYMBOLS LEGEND ® NEW DOOR SYMBOL NEW WINDOW SYMBOL ELEVATION MARK T 4 <Pcd 2 INTERIOR ELEVATION MARK 3 — ELEVATION TARGET x SECTION MARK FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/rues SHALL BE CAT. II SAFETY GLASS PER 2405.2 F8C. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. I SAFETY G S AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2 10.5 FBC. 20 CA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGANST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIR ER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OF DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROMDI G A CLEAR OPENING OF NOT LESS THAN 20' WIDE X 24" HIQH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ARV, THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL TBE SUCH THAT CHILDREN CAN OP THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESC E OPENING AT A MAXIMUM HEIGHT OF 44' TO SILL FDC R310.1 ALSO READ NOTE 18THIS: SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHE E THE FLCOR HAS A DROP OFF MORE THAN 4'-O', REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CON ON) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP,;WGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AN APPROPRIOR TO FABRICATION do INSTALLATION. NOTES TO CONTRACITO 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410 4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEA THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF TH SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED 01 PLYWO D. NO PARTICLE BOARD CABINET BOXES. PAVERS (BY OTHERS) FOR DRIVEWAY AND PARKING AREA 8"X8" CON CURB W� DRIVEWAY CONTRACTOR TO PROVIDE SPECS AND DETAILS. 15 AT P [METER / DESIGN, FINISHES AND TYPE OF MORTAR A PAVERS, SHALL BE SELECTED BY PERtmETERII-� OWNER, 2" MAX. LEVELING SAND BED — 6" THICK CRUSHED UMEROCK 95% DENSITY COMPACTED SUB -BASE D1PAVER DETAIL SCALE: N.T.S. NOTE: EDGES TO B SET IN THAT ONC. IS PAVING C. SO T VISIBLE 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR RFPRFSFNTFD BY THIS DRAWING ARE FOR TI IF USF ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. TI-IIS IS TI-IE PROPERTY OF FINNVOID ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMFNSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF III IF WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 CONSULTANTS BREEZEWAY PLANS 2 SOUTH ELEVATIONS - SCALE: 1/4'-- -1 O" - /" � STNOTES SMOOTH STUCCO I --L- -L - -- _ _----_ - _----- --F - - NORTH ELEVATIONS SCALE: 1 /4" = 1'-0" _ _ _ _ I� +18'-2" - - - - RIDGE 12 BRONZE FINISH 14-- STANDING SEAM MTL ROOF I.+13'-0" (+38.0' NAVD) _ CARPORT TOB EAST ELEVATIONS (WEST ELEVATION SIMILAR SCALE: 1 /4" = 1'-0" BRONZE FINISH STANDING SEAM MTL ROOF- �-1 -------------------- I k� STEEL COL WRAPPED WITH DECORATIVE CAST STONE AND CONC. BASE WITH STONE VENEER (TYP) BREEZEWAY DETAIL SCALE: 1 /4" = 1'-0" BRONZE FINISH STANDING SEAM MTL ROOF +18=2" RIDGE _ i 12 1 g n I,+13'-0" (+38.0' N_VD)- -_ ----------------- - CARPORT TOB SMOOTH STUCCO +10'-6" O - - TOP OF BEAM - - a N - CAST STONE LEDGE 1 io - - — HEADER HEIGHT - D103-3 - - _ - - VERTICAL STUCCO _ - - - - - BAND - OPAQUE �I DENOTES STONE - - _ - VENEER ro {, -- - +18'-2" - --- RIDGE---------4 BRONZE FINISH STANDING SEAM MTL G ROOF DOOR SCHEDULE 8N0. LOCATION TYPE DESCRIPTION SIZE MATERIALS HARDWARE REQUIRED WIND PRESSURE PROD. APP. # RATED PRESSURE WIDTH HEIGHT THICK FRAME FACE CORE LOCKSET D100-3 GARAGE E OVHEAD CLOPAY COACHMAN COLLECTION W4 IMPACT 9'-O" 8'-O' -- STL STL -- OPENER/REMOTE +46.37/-54.61 PSF 15-0922.07 +520/-58.0 PSF D100-3 D101-3 GARAGE E OVHEAD CLOPAY COACHMAN COLLECTION W4 IMPACT 9'-0" 8'-O' -- STL STL -- OPENER/REMOTE +44.90/-51.68 PSF 15-0922.07 +52.0/-58.0 PSF D101-3 D102-3 GARAGE SIDE D R.H.S.S. PGT FD 101 ALUM, FRENCH DOOR OPAQUE IMPACT 2'-8" 8'-0' -- ALUM ALU/GL ALUM DEADBOLT/LOCKSET +49.16/-52.48 PS' 16-0629.17 +67.0/-67.0 PSF D102-3 D103-3 GARAGE SIDE D L.H.S.S. PGT FD 101 ALUM. FRENCH DOOR OPAQUE IMPACT 2'-8" 8'-0' -- ALUM ALU/GL ALUM DEADBOLT/LOCKSET +49.16/-52.48 Pt,F 1 16-0629,17 1 +67.0/-67.0 PSF D103-3 FACE OF CMU OR SHEATHING STUCCO FINISH STUCCO SCRATCH COAT UNDER REVEAL PROVIDE 6" L VINYL BACKING PLATE AT SPLICE AND AT ALL JOINTS APPLY BED OF SEALANT TO ENTIRE BACKING PLATE AT SPLICES AND JOINTS CONT. "VINYL CORP" #CS-75-200 VINYL STUCCO CHANNEL SCREED, REFER TO ELEVATIONS AND WALL SECTIONS FOR EXTENT FINISH AND COLOR AS SPECIFIED NOTE: PROVIDE 1"W. #CS-75-100 VINYL STUCCO CHANNEL SCREEDS WHERE INDICATED ON PLANS, ELEVATIONS AND SECTIONS STUCCO REVEAL SCALE: N.T.S. STANDING SEAM MTL ROOF OVER FIRE BARRIER OVER POLISTICK AND 30 LB FELT WITH PLASTIC CAPS UNDERLAYMENT, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 APA SPAN RATING ON PREFABRICATED WOOD TRUSSES. DO NOT APPLY RADIANT BARRIER. � FINNVOL 12 41� 131-0" AL a TOP OF BEAM 2x8 WOOD PAINTED 4 FACIA, PRIMED AND BACK PRIMED WITH 1x2 NAILER °" ix2 P,T. WD WITH GAILY. MTL DRIP FIRESTOP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. e4 TRUSS ANCHOR. SEE SCHEDULES T&G CEDAR WOOD PLANKS %" WIDE X %" THICK MIN. OR 6"X 1z" THICK WD. PLANKS NAILED TO %" CDX EXT. PLYWOOD SHEATHING AND TO UNDERSIDE OF TRUSSES. PROVIDE 3" CONT. VENT. AT BEAM AS PER SCHEDULE. SEE STRUCTURAL PLANS yia:7:rl.[H-�I EXTERIOR INTERIOR 8" CONIC. BLOCK WITH 5/8' PAINTED - STUCCO ON BOTH SIDES, 2 COATS MIN. 3/4" RECESS FOR ALL BLOCK WALLS. PROVIDE INJECTED FOAM INSULATION AS REQUIRED TO MEET ENERGY CALCS. RCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY TI-I IS DRAWING ARE FOR TI IF USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. TI IS IS TI IF PROPERTY OF FINNVOID ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITHOUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE, THE CONTRACTOR SHALL VERIFY Al I EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF TI IF WORK, SECTION NOTES OSTANDING SEAM MTL. ROOF OVER FIRE BARRIER OVER POLISTICK AND 30 LB FELT ATTACHED WITH PLASTIC CAPS UNDERLAYMENT, ON EXT. GRADE PLYWOOD MIN. 19/32" THICK WITH 32/16 ARA SPAN RATING ON PREFABRICATED WOOD TRUSSES. DO NOT APPLY RADIANT BARRIER. (A) 5/8" PAINTED STUCCO OVER PAPER BACKED MTL. LATH , ON 5/8" CDX PLYWOOD ON UNDERSIDE OF TRUS$ES;TYP. APPLY R-20 OF ICYNENE OPEN CELL SP Y FOAM INSULATION TO UNDERSIDE OF ROOF DECKING. (B) FINISH CEILING WITH 1X6 T&G #1 SELECT CYPRESS DECKING, CLEAR SEALER. PROVIDE SCREENE VENTS IN COVERED CARPORT. O/8" PAINTED STUCCO OVER PAPER BACKED MTL �TH ON /8" CDX PLYWOOD ON UNDERSIDE OF TRUSSES WITH 3"X24" SCREENED VENTS 0 8'0"O.C. O2x4 WOOD PAINTED SUBFACIA, PRIMED AND BACK PRIMED WITH ix2 NAILER WITH GALV. MTL. DRIP EDGE AND 6" ALUM. GUTTER. SEE ROOF PLAN FOR GUTTER LOCATIONS. a4 8" CONC. B OCK WITH 5/8" PAINTED STUCCO ON BOTH SIDES 2 COATS MIN. 3/4" RECESS FOR ALL BLOCK WALLS. OFINISHED FLOORING AS SCHEDULED, ON 4' CONC. SAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FIL . SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS. FINISHED FLOORING AS SCHEDULED, ON 4" CONC, SLAB W/ 6"X6" W1.4xW1.4 WWF ON 6 MIL VAPOR BARRIER ON CLEAN, WELLI 3/4" RECESS TYP. COMPACTED TERMITE TREEEAAATED FILL. AT BLOCK WALLS TYPICAL SEE STRUCTURAL DRAWIN FOR SLAB AND FOUNDATION AILS. 0'—O" J1 FINISH FLOOR 04 . -4 +25.5' N.A.V.D. co C 4 FIN. GRADE ° ° e a ° a. d e d d' FOUNDATION SEE " STRUCTURAL FOR DETAILS TYPICAL SECTION NOTE: VERIFY WITH DOOR MANUFACTURER FOR SPECIFIC ATTACHMENT REQUIREMENTS. SEE MANUF. SPECS AND PRODUCT APPROVAL STUCCO ON C.B.S. • CONTIN. CAULK BEAD BRICK MOLD EXT. DOOR 0 #10 2 1/2' WOOD SCREW 1.33- MIN EMBED. 012" O.C. FIELD AND c 4" FROM EDGES VERIFY MIN. PENETRATION TO WOOD BUCK PER PRODUCT APPROVAL FROM MANUF. WOOD DOOR JAMB 1/2" GYP. BD. SHIM PT. FURRING 3/16" MIN. X 3' MIN. LONG WOOD CASING 'TAPCON' SCREWS INTO CONC. BLOCK 018" O.C. 1 1/2" MIN. EMBED TO CONC. 2x6 P.T. DOOR BUCK TYP_ EXTERIOR DOOR JAMB CONNECTION DTL. SCALE: 3/4" = 1'-0" NOTE: 1. GARAGE. DOOR MNUF. SHALL PROVIDE ADEQUATE ATTACHMENT TO 2"X6" P.T. BUCK. 2. GARAGE DOOR SHALL MEET OR EXCEED DADE CO. PRODUCT CONTROL CRITERIA. SKIM COAT OF STUCCO 3. P.T. 27X6" W/ We'x 3VZ' MIN. REDHEADS W/ — WASHERS AT 12" O.C. MIN. & 6" O.C. EDGES WITH 1h" EMBEDMENT INTO COLUMN OR Yt"x3Yt" REDHEADS W/ WASHERS 0 24: O.C. 6" O.0 0 EDGES WITH 1X' EMBEDMENT INTO COLUMN Wa"xl%" LAG SCREW (1) PER JAMB BRACKET OVERHEAD GARAGE DOOR DOOR STOP 8 X 16 COLUMN, REFER TO FOUNDATION PLAN COL SCHEDULE STUCCO FIN TYP. GARAGE DR. JAMB DETAIL FOR WINDS RESISTANCE TO 170 M.P.H. olui SCALE: 1 1/2"=1'-O" NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 4.26.17 Q REVISION 5.24.17 PER BLDG DEPT.COMMENTS CONSULTANTS \ L3 v EXTERIOR ELEVATIONS E ,,TIONS AND DETAILS -s—A. I \I I TO CARPORT I TE 12 p o Id F36 r� It F .1 rtd i0 '-t- r----- L _TJ L__'_J I TE I I � F 36 F 36 p F 36 I �I I I------� I L LJ L1 J-12 1 I I 4'-B" I 64' TE-12 I I TE-12 I I I I I I Ip I MAIN HOUSE I I I I I I TE-12 0 I N 35'-3" - 16-7 F36 F36 r-L- I - T E-12 F- - TE-12 '® 1 d _1------------------Y1---1 L4__J p I -*-------- L--_'-J . ------•- 41 TYPICAL BREEZEWAY, o F 36 4' SLAB ON GRADE w/sxs,. w axM1.a w.w.M. EYPOSED RAFTERS T&G Io'o CUG.. I I I d i TO GYM di I p I I I FT--1 I I I I 1 7'-0". 1 TE-12 4r-s < 17'-8" '-0.1 F 36 �� jd F 36 F 36 r -1 J r�- TE-12 r-- J TE-12 . L __J L__ J < L___J d 4 p TYPICAL 4" SLAB ON GRADE 9 .d - �- r, " WL4xWl.4 W.W.M. d n r-- p. - — c r --� ��Y�J I I" II-, la _ pr-- L--d-�-. ---------- ef--------- --=------------�--. F�-.r.. '-�-=-------- I- r------�- _J L_ <_J L- _J TE-12 F 36 L TE-12 F 36 J L - - - - J F 36 1 TE-12 L_ _J F 36 6'-0" 17'-11" 18'-2 7'-0" 18'-2" 1 UI------------=-4-------------------------------- o TE-12 - d- -. F 56 Q p TE-12 r �a - 4 \` Ct 71---11 d dp d d � 4 I p I a iQ MF-24 - - - 4----- d-- 11' 0" I d I. L _-j p Ni d d p HB a HB d d Q Q 4 TYPICAL p d d O P E<N CARPORT 4' SLAB ON GRADE d W/6x6, W1.4xwt.4 W.W.M. 4 p p 4 d 4. TE-12 Q- ----- n------------ I I _ — J 41'-0" REINFORCED MASONRY WALL NOTES 1. HOLLOW LOAD -BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm=2,000 (PSI). CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530.1 SPECIFICATIONS. 2. QUALITY ASSURANCE INSPECTIONS ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE INSPECTOR SHALL INSPECT THE FOLLOWING: A. PLACING OF THE REBARS IN THE CELLS (POSITION IN THE CELL, LAPPING AND SPLICES, BAR SUPPORT AT 10 FT. HEIGHTS). B. VERIFY CLEANLINESS OF THE CELLS TO BE (,ROUTED. INSPECTION HOLES AND THE BOTTOM OF THE POUR AND MORTAR PROJECTING INTO CELLS TO BE GROUTED. C. OBSERVE AND BE PRESENT DURING THE PLACING OF THE GROUT OR CONCRETE INTO THE VERTICAL CELLS. D. THE ABOVE APPLIES FOR MASONRY BEAMS AND BOND BEAM INSPECTION AS WELL. 3. MORTAR SHALL CONFORM TO ASTM C-270, TYPE V. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION (AT 10 FT. VERTICAL SPACING). (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. (F) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 4 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'-4" O.C. VERTICALLY) LAPPED 7-1/2". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO ARFA OF PDIIR 41 d p F 56 . 4 C-1 J I p . ■ 6' do p p ■ I MF=24] A HB 4 d d TYPICAL 4 e SLAB ON GRADE 1111/66, W1.4xW1.4 V n 4 d Q d p d4 p-------------- r-- I I I F 56 30" BENT BAR LAP SPLICE AT EACH CORNER` (1 EA.)#5 VERT. IN CONC� FILLED C.M.U. BELOW 9 GA HORIZONTAL 91-W I 4'-2„ EA.)#5 TOP & BOTTOM E BEAM DETAIL) # 5 DOWN BAR 36" ABOVE ;LAB . 12" HOOK AT FOOTING 6"x8"x16"' n 0. KNOCK OUT CORNER DETAIL_ O N -0" 5'-0" FF36 A I L @ 32" b-C. G Y M FOUNDATION PLAN 3116' = r-O" SCREEN 4" BLOCK ON GARAGE VENT SEE PLAN FOR SIZE AND SPACING. 9 GAUGE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE 8" x 8" x 16" L�NCRETE (LADDER TYPE) MASONRY UNITS BLOCK REINFORCEMENT IA CONCRETE FOUNDATION SCHEDULE MARK SIZE —REINFORCEMENT BOTT TOP REMARKS MIDDLE WEN]24"W X16"D CONT, CONC. FTG. 2 #5 1 #5 SEE DETAIL 12"x12" TE-12 CONCRETE CONT.FOOTING 1 #5 SEE DETAIL F 36 36" X 36"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 4#5 4#5 SEE DETAIL F 48 48" X 48"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 5#5 5#5 SEE DETAIL F 56 " " " 56X 56X 24DP 2-ROWS 2-ROWS' SEE DETAIL CONCRETE FOOTING 5#5 5#5 CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT HOOPS REMARKS I❑■ C-1 8„x 8" 1 # 5 NONE 48" O.C. 3000 PSI FILLED CELL ® C_ � 8.1 x 12 4 # 5 # 3 T' 12" O.C. 3000 PSI CONC. COLUMN ■12"x 12" CONC. COLUMN CON 4 # 5 # 3 T112" O.C. 3000 PSI ® G� 3.5" X 3.5" X 1/4" STEEL COLUMN SEE STEEL COLUMN DETAIL ® C 1 6" X 6" X 3/8" STEEL COLUMN SSE STEEL COLUMN DETAIL w/ (3) DOUBLE MESH @ FOOTER #5'$ QONT. d d `!. MESH w/ (3) #5'S CONT. 24" STANDARD MF1 CONTINUOUS FTG 44 44 G " m a a W/ (3 #5'S CONT. 24' MF1 INTERIOR FTG (D BRIG WALL a 02 ds" I MESH `'-----x-- 1-#5 CONT. 3" MIN. COVER 12' ' SHOWER RECESS C,^1 8THICKENED EDGE PAD REBAR EDGE j i j STEEL COLUMN( SEE PLAN) BARS -ALWAYS, REMAIN -SPACE i I ANCHOR BOLTS OTHERS EQUALLY I SEE MANUFACTURES SPECS III GRADE b �'. • I6 ' 'SEE d (J I, PLAN EXERIORPAD AT.COLUMN NOTM* - ALL 3/4; DIAL THRU BOLTS TO BE ASTM A325. - ALL 4" STEEL PLATES TO BE ASTM A36. VECIRED JJ 3I�1 N I�' M 4-Ip' W. ITS I,li' - ALL MATERIALS ABOVE TO BE EQUAL OR BETTER. - 1/4' FILLET MELD ALL AROUND FOR ALL PLATE CONNECTIONS. - ALL BOLT HOLES TO BE 7/8' DIAM. FOR 3/4' DIAM. BOLTS.BUCKET UPLIFT CAPACITY , pq )p8- - fM.-1NRU BOLT IN 0 LOAD PERPENDICU�pR TO GRAIN = 1,330 LBS LOAD P�AIRALLEpLN iLD 2,550 CBS 10' x 1 0 10' 3/4' 7D' LLMM pppG��pRAIN 7= USNG3 FACTOR,1�330 IE$ K 1�3 1,729 LBS/BOLTI 2" i RECESS CONCRETE 2' BASE PLATE STEEL COLUMN DETAIL ^nREVISIONS BY /CaW&Z-1S bV 5-28-17 V Ra FL DR�AWWN� BY: �� ♦^A CARLOS Y IL.f1•CA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL: carlosvTloco2®Gmall.com DATE 1-lo-n SCALE: 3/16' = 1'-0" PROJECT : N41+OR1$ CE URCFIDL m u 2=1.75 X 11.78 LVL III �d'7II� Al I 56C ROOF TRUSSE 5601 1 Ss 10 C RPq 7, .. —1 ^ I I i INKNOW'Am WINE Ulm � m9marzmA Oro Rol 3=1.75 X 11.78 LVL W x�vxlxxlnluln[r♦ILx1.J.7G1i I� 3=1.75 X 11.78 LVL I RB-II I I I I � I I I I I BB I I I C I I I I (1) C R AR G I N� — ROOF USSE m —� I I I I Im�l I II C1 32" O.Q. I I I I I I I I I I — J OJ N I I I I I I R_1 I Imml I I I I — I I I I I I I I I I I I I ■ ■ 2'-2„ A �Igo, IN .. '� .. III III mill gall lu 3=1.75 X 11.78 LVL WIN 11,0 CLG. PERMANENT 3=1.75 X 11.78 LVL MWOM A e o e t N IN I IMPI6' ■ -350/ I I I I W 21 X 501 1 1 1 1 1 1 1 1 1 BB 1 I I -3501 ST B — ■ I CIRE N I CARP RTI I I I I RB-, 750 - BB-1 (1) 1 CAR G /RAG LXPOSW RAFIIERS I I I N' I I I I I I I �— — -35W &G 1[{0 CLG. RJOF TRI�SSES BB-1 ■ - I I I I I I I I I I I I I ■ I I I I �� ■ I I I I I I I I I I I N I C1 32' O.C. -350/ — ■ -35os r " �. N I I I I m mi I I RB t I I I -3500 (I I I I I BB 1 I I I -3501 -3501 STEEL e l I I I I I ■_ I I I I I I I I I I I I I I I I eel I g IN 7!4'-2 INI IIIIIII '7 42' 0" 2' 2„ g' 0" r I SIMPSON HTSM20 STRAP SIMPSON 11-10D X 1 1/2 H 10 E 1 PLY T TO TRUSS 1 175 LBS. -955# UPLIFT UPLIFT SIMPSON NAILS UPUFT 10- 10D XO1R 1/2- TO OD H10 � W X 11/I 90 UPU FT son Strong-THETAO 4- 1'4- X 1 3/4' TAPCONS TO CONIC BEAM PLA X11/I LATERAL = 580 M IQa NEW I ,SAND 1WELDE�D SCR BEAM TRUSS TO I BEAM CONNECTION NO E[iT!■ ROOF FRAMING PLAN 3/16' = P-0' 2- 1/2- BOLTS FOR UPLIFT 1/4' THK. STEEL 2- 3/4' BOLTS 6' LG TO TIE BEAM 5 1/2' TO CONCRETE A 5'-0" 4 m CONCRETE BEAM SCHEDULE MARK SIZE REMARK NOTES TOP IDDLE 8'x Er UNTEL EREINFORCEMENT VARIES SEE ELEV8'x 16' 1/5 VARIES UNTEL SEE ELEV. BB-1 8'x 16' BOND BEAM 1#5 1 #5 VARIES SEE ELEV. B-1 8'x 24' CONC. BM. 2 /6 2 /6 2 #5 j3 STIRRUPS 0 6' O.C. VARIES SEE ELEV. - 8'x 12' CONC. BM, 2 #5 2 #5 y3 STIRRUPS 0 6' O.C. VARIES SEE Elfl, RB-1 8'x 12' CONC. BM. 2 #5 2 /5 NON VARIES SEE ELEV. ADD 1 5 REBAR FOR VERY ADDITIONAL 6' IN DEPTH OF BEAM 8F16-1B/1T F=FILLED WITH GROUT / U=UNFILLED B DESCRIPTION F r QUANTITY k5 REBAR AT BOTTOM OFF LIRTEL CAVITY §F1 1 B/1 T r� B 11 NOMINAL WIDTH QUANTITY OF *5 REBAR AT TOP NOMINAL HEIGHT s alwr s n.d' b.d 5`� As L-2 1 BOM >-BEAM & LINTEL oF94 0 m BATTI N-&� C4,n E 4:12/FT SLOPE 14 Ile Ai BY /1\ COH MNn 5-28-17 !,on 556 3 POWERIAHE POMPANO BEACH, FL 954 M 669 DRAWN BY: CARLOS VILACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL carlosvilaca200mail.com DATE 1-lo-n SCALE: Y16,=Nr ROJECT : NA'IXMM CHURCHI L V u U a omw1 d1wAv T11 RVVF IRV'I I I J IO C RPC{ 1 — — — x �' 1 zt I I - 1 I I � D I ROOF RUSSESI _ TO GYMi11 x C � I I 1 1 a : i.l 1 I ES 0- 01.11--- 1 I DUJ� 1 1 I n m 1+ ry1p; m D9 I I `��+ ■ ■ i I I L_1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I RB-II I I I I I I I I BB I I I I I BB-1 9CA A R GR Q I ROOF USSE o ---� II m� I I ■ I II I r/I C1 32" O.Q. I I I I I I I I I O — RB-1 N I I I I I I Im�,I I I I _ — I I L-1 I I I I I I I I I BB-1 I I I I I I I I I I I I ■ ■ I I I I I 1 I 1 1 1 1 1 I 1 1 _2" „,_O„ 2,_2., A r I =-101U4F 11 -10D X 1 1/2 TO TRUSS © SIMPSON HTSM20 STRAP 1b 10D Yt 1175 L13S. 10- 10D X 1 1/2" TO W60D 'IEAM J OR �/ 4- 1.4' X 1 3/4" TAPCONS TO CONC BEAM A A ■ a ■ 6 ■ -3501 ro 91 X 5 1 1 1 1 1 1 1 - ■ i i - RB-- 50 1 1 1 OPEN I CARP RTI I I I I BB—, T (11) ICAR G AGE 1—f— I UPOSEb RAFtRS I I I a I I I I I I &G 1 0 CLG. (rn- I N ■ ROOF TRI�SSES ' ■ _354 I I I I I I I I I I II III I I I I I t— I I I I I I I I I I I I I I I G1 32' O.C. -354 N -O N — ■ - I I I I I I m l I RB 1 I I I ■ -350j I BB 1 I I I -3501 ttt� i L-1 ■ -35� I I I STILL BE I I I I I ■ -3501 I I I I I I I I I I I I BB-1 ■ ■ � i! .�► N. Y i W i iM S g � S N 42' 0" 1 2_2" 1 9' 0" � 42" v 0 SIMPSON H 10 r 1 PLY ] -955# UPLIFT SIMPSON NAILS UPLIFT H10 8- � X 1 1/l III LPU FT 8- BOX 11/d LATERAL = 580 1 PLATE NEW I WEED TSCREWS BEAM TRUSS TO I BF" CONNECTION 0 11'0 CLG. PERMANENT EG]!IY ROOF FRAMING PLAN 10 Nl--� �� 3116" = r-U* 2- 1/2" BOLTS FOR UPLIFT 1 /4" TNX CTFFI 2- 3/4" BOLTS 6' LG TO TIE BEAM 5 1/2- TO CONCRETE 0 m CONCRETE BEAM SCHEID L kMARKSIZE REINFORCEMENT EMARK BOTT TOP IDDLE NOTES m8"x 8' VARIES UNTIL 1 15SEE E1EV. ON 16' 1 15 1 15 VARIES LINTEL !SEE ELEV. BOND B BB-1 BOND BEAM 1051 /5�I VARIES SEE M. 8"X 2C '#3STIRRUPS VARIES WNC. BM. 2 2 16 2 06 ,O 6' O.C. SEE EIEV. ex 12' STIRRUPS VARIES CONC. BM. 2 /5 2 /5 13 6' O.C. SEE EIEV. RB-1 CON? BM. 2 15 2 15 1ION VARIES nr SEE ELEV. ADD / 5 REBAR FOR VERY ADDITIONAL 6' IN EPTH OF BEAM BF16-0/11T F=FILLED WITH GROUT / U=UNFILLED DESCRIPTION QUANTITY OF ,5 REBAR AT B" BOTTOM OF LINTEL CAVITY F-1 gF16-11B/1T B NOMINAL WIDTH � REBARQUANOF 11TY TOP REBAR NOMINAL HEIGHT t / s 5 / 6 15` t S — aN w1 8 2 8 1 Ir2 BATTII\IG CA -GE 4:12 FT SLOPE .. WSIONS BY A •• I E • ,AL • I I J w. ifif Fi: 555 S POWERUNE POMP9ANO ANOl�L F DRAWN BY: CARLIM VR ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: corlosvilaco2OGmail.com DATE 1—Io-17 SCALE: -m6'=Hr PROJECT : NA'1UM CEURCEOLL SHEET S 2 REVISIONS I BY m _ 1 I I I. 1 I I I b fV I GARAGE/CARPORT SUB PANEL #1 1. 60A M. C. B PANEL 120 / 240v 1N 3W (SURFACE) SERVES CB P KW WIRE—COND. CET SERVES CB P KW WIRE—COND. sw0l GENERAL LIGHTS 15 1 .8 # 14 02 WP/GFCI RECEPTACLES 20 1 1.5 # 12 03 GENERAL LIGHTS 15 1 .8 # 14 04 WP/GFCI RECEPTACLES 20 1 1.5 # 12 05 GENERAL LIGHTS 15 1 .8 If 14 06 WP/GFCI RECEPTACLES 20 1 1.5 # 12 GENERAL LIGHTS 15 1 .8 If 14 08 WP/GFCI RECEPTACLES 20 1 1.5 # 12 09 GARAGE DOOR OPWR #1 20 1 1.5 # 12 10 GARAGE DOOR OPN'R #2 20 1 1.5 # 12 11 SPARE -- -- 12 SPARE -- -- 13 SPARE -- -- 14 SPARE -- -- 15 SPARE -- -- 16 SPARE -- -- 17 SPARE -- -- 18 SPARE -- -- 19 SPARE -- -- 20 SPARE -- -- 4.7 7.5 TOTAL TOTAL CONNECTED LOAD 12.2 T- ----------�, I I I I I � 11'0 CLG. PERMANENT GYM ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLG. MOUNTED LIGHT SECURITY SPOT LIGHTS WALL MOUNTED LIGHT .4 TELEPHONE JACK $ SWITCH 5 TELEVISION / INTERNET $� SWITCH 3 WAY SMOKE DETECTOR RECEPTACLE CARBON MONOXIDE DETECTOR GROUND FAULT INDIC EXHAUST FAN UNDER COUNTER LIGHT Q LED HI -HAT CAMERA ® LED HI -HAT (MINI) 220 VOLT RECEPTACLE ELECTRICAL METER ELECTRICAL PANEL DISCONNECT ® SPECIAL RECEPTACLE p® PENDANT LIGHT BATTING CAGE F/(E DRAWN BY: CARLOS VIUCA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561— 445— 9661 EMAIL: carlosviloca203mail.com DATE SCALE: 3A6' = r-T PROJECT : NATOR19 CHURCHILL