Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plans
A CUSTOM HOME FOR: R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DE51GN SEISMIC DE51GN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN AKINN/\GBE RESIDENCE CATEGORY DE51GN TEMP. UNDERLAYMENT HAZARDS FREEZING ANNUAL SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE REQUIRED INDEX TEMP MPH. EFFECTS DEPTH 4840 WATERS 0 N G WAY, LOT 41 110 MPH. EXPOSURE 11DII NA. NEGILIG5LE NA. VERY HEAVY 40 DEGREE NA ZONE AE. 62 NA. NA. ST. LUC I E COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS SYMBOLS DETAIL NUMBER _,� - 2 ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: ACOUS. ACOUSTICAL LAV. LB. LAVATORY LABLE �-2 SHEET NUMBER AC. AIR CONDITIONING VERIFICATION OF ALL EXISTING CONDITIONS ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS ADJ. ADJUSTABLE LH LTG LEFT HAND LIGHTING ELEVATION NUMBER FOR LOAD BEARING CONCRETE MASONRY TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF AHU ABOVE FINISH FLOOR AIR HANDLING UNIT LOC. LOCATION ELEVATION REFERENCE SHEET NUMBER THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM L. W. LIGHT WEIGHT SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ALT. ANOD. ALTERNATE ANODIZED M.O. MFTR. MASONRY OPENING MANUFACTURER SECTION NUMBER PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ANN. AP ANNUNCIATOR ACCESS PANEL MAS. MASONRY SECTION REFERENCE SHEET NUMBER ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN APPROX. APPROXIM TE MAT. MATERIAL THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD ARCH. ARCHITECT URAL) MAX. MECH. MAXIMUM MECHANICAL ROOM REFERENCE F o--2- 1 ROOM NUMBER NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. @ AT M TL. METAL SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL- SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR BID. BF BOARD BOTH FACES MIN. MINIMUM DOOR REFERENCE ODOOR NUMBER IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BLDG. BUILDING MISC. M TD. MISCELLANEOUS MOUNTED RESPONSIBILITY OF THE CONTRACTOR. FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO BLK. BLKG. BLOCK BLOCKING MUL. MULLION WINDOW REFERENCE WINDOW NUMBER PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE BM. BEAM N.I.C. NOT IN CONTRACT THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. BOT. BOTTOM N.T.S. NO. NOT TO SCALE NUMBER PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. B/O BOTTOM OF NOTE REFERENCE REFERENCE NUMBER L�j CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT FIRESTOPS CAB. CPT. CABINET CARPET 0. C. O.D. ON CENTER OUTSIDE DIAMETER REVISION REFERENCE REVISED 00/00/00 NOT GREATER THAN 150 FEET O.C. PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) CI CAST IRON 0. F. C. 1. OWNER FURNISH ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND CK. C-C CAULK CENTER TO CENTER CONTRACTOR INSTALL VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED CEM. CEMENT OFF. OFFICE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. CER. CERAMIC OH. OPNG. OVERHEAD OPENING PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CT CLG. CERAMIC TILE CEILING OPP. OPPOSITE CODE INFORMATION DO NOT SCALE DRAWINGS FOR DIMENSIONS A MINIMUM OF 30 BAR DIAMETERS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH CL CENTER LINE PL. PLATE CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. CLR. CL. CLEAR CLOSE] PLAS. PLYWD. PLASTER PLYWOOD FLORIDA BUILDING CODE, EDITION 2020 (Ith EDITION)PLAM. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CJT. CONTROL JOINT PR. PLASTIC LAMINATED PAIR FLOfRIDA BUILDING CODE- RESIDENTIAL 2020 Clth EDITION) FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. cMU CONCRETE MASONRY PRCST_ F&. TER SQUARE FOOT AND COMPLIANCE WITH SEC. 31013.4 4 R322.3.13 OF THE 2020 TOP OF TYPICAL FLOOR SLAB (+0'-0"). GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD CONST. UNIT CONSTRUCTION P.S.F. P.S.I. POUNDS PER SQUARE INCH FLORIDA BUILDING AND RESIDENTIAL CODES DESIGN ELEVATIONS IS BASE FLOOD: 6'+1' COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. CON. JT. CONSTRUCTION JOINT P. T. PRESSURE TREATED NATIONAL ELECTRICAL CODE - APPLICABLE EDITION MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2020 (7 th ED). FOR ENGINEERED 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) COL. COLUMN PNL. PANEL AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION SOILS SHALL BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - fm PSI 1500 FOR MASONRY - 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES COMB. CONC. COMBINATION CONCRETE RAID. RADIUS OC-CUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINCER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF IN THICKNESS. CONN. CONNECTION RADN RADIATOR, RADIATION CrON,5TRUCTION TYPE :TYPE V, MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. CONT. CONTINUOUS R. RISER PROVIDE 2 YEARS RE -TREATMENT WARRANTY. MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CONTR. CTSK. CONTRACTOR COUNTERSUNK REINF. REVS. REINFORCE REVERSED bUILDING DESIGNED AS: ENCLOSE[) !%ILDING HEIGHT- LESS THAN 60'-0" RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CFL. COUNTERFLASHING RH. RIGHT HAND CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING CRS. COURSE REQD. REQUIRED MEA�41 ROOF HEIGHT: 30'- 5 1/2 VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, RM. ROOM BUILDING EXPOSURE: PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMPROOFING R.O. ROUGH OPENING VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. DECOR. D TL. DECORATIVE DETAIL S. C. SOLID CORE WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH ROOF SHEATHING NOTES: DIA. DIAMETER SCHD. SEAL. SCHEDULE SEALANT (3 SEC. GUST) FOR ENCLOSED BUILDING FRAMING: DIAL. DIM. DIAGONAL DIMENSION SEC. SECTION DESIGN ELEVATIONS IS 545E FLOOD: (o'+I' ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. DIFF. DO. DIFFUSER DITTO SERV. SHT. SERVICE SHEET *GOP CHORD LIVE LOAD: 20 L5. P5F ROOF TOP CHORD DEAD LOAD- I& LB. P5F CONCRETE NOTES: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER DR. DOOR SHTH. SHEATING CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., OVER TWO OR MORE SPANS. DBL. D. F. DOUBLE DOUGLAS FIR DOWN Sim. S.O. SIMILAR SHUT-OFF BOTTOM CHORD LIVE LOAD: 10 L5. P5F BOTTOM CHORE) DEAD LOAD: 10 L5, P5F ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAM SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. . SLIDING DND.S. . SLDOWN SPOUT S. SOUTH AND COLUMNS UNLESS OTHERWISE, AND FOR PILING 5000 PSI. REQUIRED. PINE FIR NO. 2 OR BETTER) ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY DG. DRAWING SPEC. SPECIFICATION FLOOR LIVE LOAD TOTAL 40 L5. P5F PANEL MANUFACTURER D.W DRAIN SQ. SQUARE FLOOR FLOOR DEAD LOAD TOTAL.- 10 L5. PSF LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER S. F. SQUARE FOOT CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING: E. E. EACH EAST SST. STAINLESS STEEL IMPORTANCE / USE FACTOR: ID Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K EMER. EMERGENCY STD. STL. STANDARD STEEL MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF ENG. ENGINEERING STOR. STORAGE BUILDING CATEGORY- 2 STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. EL. ELEVATION STR. STRUCTURAL CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER ELEC. EQ. ELECTRICAL EQUAL SUS. SUSPENDED SHUTTERS: NOT REQUIRED (IMPACTED GLASS) APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS INSULATION EQUIP. EQUIPMENT SW. SWITCH SHALL BE SECURELY SPIKED TOGETHER. EST. ESTIMATE(D) SYM. SYMMETRICAL SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST T. TREAD CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EXP. EXPANSION T. C. TOP OF CURB FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ed.) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE EXT. EXTERIOR TEL. TELEPHONE COMPONENT 4 CLADDING: YES SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) EXIST. EJ. EXISTING EXPANSION JOINT TEMP TEMPERED CONTINUE LOADED PATH PROVIDED: YES ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE . T&G TONGUE AND GROOVE CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: AND MASONRY AT 4'-0" MINIMUM. DOOR AND WINDOW NOTES: F. 0. F. F.O.M. FACE OF FINISH FACE OF MASONRY T�B T 0 TOP & BOTTOM TOP OF AREA TABULATION FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB F.O.S. FACE OF STUD _ TC TOP OF CURB WALLS 2" CLR. OUTSIDE FACE, 1 1/2- CLR INSIDE FACE. NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN FOR WOOD CONSTRUCTION. ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS F. H. FP. FIRE HOSE FIREPROOF TW T.O.C. TOP OF WALL TOP OF CHIMNEY SPECIFICATIONS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FINISH T. 0. FR. TOP OF FRAMING SLABS 3/4" CLR. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY RESIDENTIAL 2020 (7th ED) FLR. F. D. FLOOR FLOOR DRAIN T.O.L.TOP T.O.P. OF LEDGER TOP OF PLATE FIRST LEVEL 1128 SF. 10,524 CF. CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS CATEGORY 1 150 LB. IMPACT TEST FLG. FL. FLASHING FLUSH TOILET PAPER HOLDER SECOND LEVEL = 1539 SF. 18,468 CF. BEAMS 1-1/2" CLR TO STIRRUPS COMMITTEE. CATEGORY 11 400 LB. IMPACT TEST FLUR. FLUORESCENT T.P. THIRD LEVEL = 1687 SF. 15,740 CF, COLUMNS 1 -1/2" CLR. TO TIES PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FT. FTC. FOOT/FFET FOOTING TYP. U L. TYPICAL UNDERWRITERS LABORATORY TOTAL UNDER AIR 4352 SF. 44,732 CF. WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. U.O.N. UNLESS OTHERWISE NOTED COVERED ENTRY = 33 SF. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' GA. GAUGE U TI L. UTILITY BEACH TERRACE = 275 SF. ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL "MANUAL ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GALV. GB GALVANIZED GRAB BAR VB. VAPRO BARRIER BALCONY = 326 SF. CONFORM TO TYPICAL DETAILS SHOWN IN THE OF STANDARD COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR 4,EIGHT, 5,7 SQ, FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE GC. GENERAL CONTRACTOR VNR. VENEER PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, DRILLED AFTER PRESSURE TREATMENT, THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2020 (7th ED.) GL. GLASS VENT VENTILATION COVERED PATIO 271 SF. LATEST EDITION". GR. GRADE VERT. VERTICAL GARAGE. 607 SF. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. FINI;H NOTES: GYP. GYPSUM BOARD W. F. WID. WALL FABRIC WATERPROOFING TOTAL UNDER ROOF 5864 SF. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI H WD. HARDWOOD WC. W. H. WATER CLOSET WATER HEATER 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE HDW. HARDWARE W/ WITH DRAWING INDEX NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF NON -BEARING PARTITIONS: IN ACCORDANCE WITH SECTION R302.9 OF 2020 F.B.C. RESIDENTIAL (7th EDITION) HGT. HEIGHT 0 �0.. HSA W/O WITHOUT HOLLOW METAL WD. WOOD INTERSECTING ELEMENTS. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. HOR. HORIZONTAL WT. WEIGHT WELDED WIRE MESH TO BE 6 x 6 10 10 STEEL. LAP JOINTS ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8- MTL. OR 2x4 WD. STUDS AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H.B. H.C. HOSE BIBB HOLLOW CORE SYMBOLS 6-, PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND STANDARD BUILDING CODES. H. S. H VAC HAND SHOWER HEATING VENTILATION 1.1 COVER SHEET S-1 PILLING PLAN FOR A DISTANCE OF 30". WOOD TRUSS NOTES: USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. AIR CON&TIONING & AND 2.1 FIRST FLOOR PLAN S-2 SLAB PLAN "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TILE, CARPET FNISH SELECTED BY OWNER. INCL. INCLUDI - ANGLE 2.2 SECOND FLOOR PLAN S-3 ROOF PLAN ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED IN. INSUL. INCH -1 ON INSULA I @ AT PLUMBING RISER VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: INT. INTERIOR CENTER LINE S-4 ROOFING PLAN 3.1 FRONT & REAR ELEVATIONS ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD JB. JUNCTION BOX 0 DIAMETER OR ROUND 3.2 LEFT ELEVATION S-5 DETAILS SHEET # POUND OR NUMBER ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K.O. KNOCK OUT 3.3 RIGHT ELEVATION E-1 ELECTRICAL PLAN ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 3.4 BUILDING SECTIONS E-2 PANEL SCHEDULES 3.5 DOOR & WINDOW DETAILS & SCHEDULES Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 Job Number: Design By: HVN Revised By: FRP Date: MARCH 2021 Sheet Number WALL TYPES Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 3rli8" METAL 1=LATE TOE' 4 80T. 3rlis" VERT. METAL (25 ga.) STUDS e 1(o" O/C INSUL. AT SELECTED AREAS 4 T Tf=. BETWEEN COND. 4 JNCOND I T I ONED SPACES 1/ERIF'l' w/ CONTRACTOR 1/2" GI-P. BD, OR 1/2,, M.R. (GREEN) GYP BD. AT WET AREAS #8 FRAMING SKEW FROM TRACK TO STUDS T Tf='ICAL ¢"X 1 �-." TAPCON 6 24" O.G. GONG SLABI K 1 INTERIOR WALLS N.T.S. NON BEARING WALL Is HB Lw ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH W 1 SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYP. BD. AT GARAGE SIDE AND ONE LAYER OF 1/2" GYP. BD. ON OF 3 5/8" MTL OR 6" METALR-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2020 (SEE PLAN FOR WALL SIZE) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF OF 3 5/8" MTL OR 6" METAL STUDS @ 16" O.C. FRANGIBLE WALL NOT SECURE TO THE FLOOR 4 ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" 15'-8" 63'-8" 42'-2 1/2" J I7.1 + R 2 T 25 W71 ® II I 1 + 71 1 .5 = 2 PR 2(o80 STOR �Y N I ./ Al F-2] NON —HABITABLE SPACE ALL WALL PARALLELL (� TO SHORE LINES SHALL 9'-0" CLCa. LLJIJ) E FRANGIBLE WALLS 2V-2" _ NIUH ■ 1 28'-4" f — — 9'-8" �. IIK�rc�ll 1 '-------------------------------- ■ _ — 1-B O 1'-6" 1 P-d" 15'-8" FIRST LEVEL NOTES: 1. NO MECHANICAL, ELECTRIC OR PLUMBING IS ATTACHED OR IN A FRANGIBLE WALL. 2. FRANGIBLE WALLS NOT SECURE TO THE FLOOR) 3. FILLED CELL COLUMN MAX. 32" SPACING — N NON —HABITABLE NOTE 6 it ll'-9 1/2" FOYER 8'-011 l o ■ ---------------- - ENTRY' MAX. Rl„ REW RA DROP 1 SLO TO 2"1 I i I ELEVATOR EQUIPMENTS 7'-0" AFF. ON SHELF zf, i I ■ �8 `r I 20'-0" 1 1/2" — FOR ACTUAL OPENING ■11,171 Do I I I■ VERIFY W/ MANUFACTURE SHAFT ENCLOSURES SHALL HAVE 1 HR FIRE RATING (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB r GARAGE Flo25'-8" NON —HABITABLE SPACE ■ SLOPE 2" I��-s�l 8�� ■ 10'-0" 1 26'4' ug 0 Ila R. 1 fit r r iii;ll 11 4' r i � ■� MISC. NOTES: 1. ALL GLASS IN DOORS & ALI_ SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER & TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS & BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1 /4" THICK (U.N.O.) 6. DOORS BETWEEN GARAGE & HOUSE MUST BE SOLID CORE 1-3/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2020. e 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2020 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2020 7th EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-702.3 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-702.4 14. WEATHERING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 2 1 GENERAL NOTES W U z w o cf)�Q w(Dry J � O W � � m � QD z 25�) =D LL- < (D L-Li w = Q- oz� ci � O J < 00 Q --I C/) 00 00 N I Uj u7 W L0 0 0 0 N v U) _c uJ o n z O Q� 00 N J Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number 67;No� NOTE WALL TYPES Revisions: PILLED CELL COLUMN MAX. 32" SPACING H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 &FIAAA, E c c G-1 1/4 1,_0., 11 -ID" 5'-ID" 3'-ID" 5'-11/2" 13'-9" 22'-21/2" 1'-111/2" 5'-11/2" O O O (2) O Al■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - ■ ■ ■ ■ ' _. ---------- ----------- I zssm 1 ' ■ 1 ' ___J___ I I I I I I I I I I 1 ■ , 5OFFIT I 5'-ID" 4'-411 21_/711 3,_QII _ - ■ A50VE I = r------------------ i r------------------ i r---------- ' -------- 1 ■ r� ---T„T iu - 111u,111�y � „11y111 ARCH r--- 2 IS R F� ■ I I I I I -1.31 + .31 + 10 = (O' I I m >4NU `" POWDER ■ ■ ■ - --- _ H5 'n I I I I I I I = ■ ------------ - ' ■ 1 L_________________J L------------------ J L------------------ ' ■ ■ ■ ■ I ____-___ ________ ------------------i r------ ----' r-- ______ ; _----______-_____-_---_-__ _ I NOTE 6 I� — — — — r + 1 , = ct� OCEAN Rbbl„I \ I E ( 1 9'-0" 1 1 I I I 1 1 1 20'-8" 1 I 1 1 2'-2" , 4'-6" 1'-8" 1'J6" 4'- I I I I �' I 4 13'-411 `�' ■ fo'-0" 1 , I 1 I I ,❑ I 1 I I I I i 11 42 HAND RAIL TO - I I I I 1 a u.t 42" LOWER WALL 8 F 'O 1 COVERED I 1 `r 1 1 1 1 I I 1 1 I I I L_________________J L---_-_----________J L__-_-----_ 1 i REEIJ'E�CpT�A 4" NI 1"�FICG tYP- 1 1 '1� "' I/ \ II \�I /(� - �,4LGONi' _ r------------------1 __-___J @ -----_ -II IL/ ■FFF1 l�T 288m PIc EE �; 1 i '------------------'---------- i cA '� , , — , I I I I I i � ■ 1 n g I 1 1 I I 1 i 1 1 I 1 1 2880 Ica' p i � i „ 2 61-1ID" V-41' 1 1 II L-----------------j L------------------ J L---------- 1 ------J // '_______________ ________________________________ I 1 C'V I Q 0.1 /��❑G E�.iI�E I — N (2) 2880 1 I �� �` I o o O '� I LU 8 2 '� SEDRM4 10'-0" CLCs. �, W/ TR5M ■ 1 I ,� I - DIN RM KITCHEN M I LAUNDRY- z-z08ID „ REJECT A 4 S ERE TYP. 1 1 42" HAND RAID O •�s� 10'-8" CLC�. 10'-8" CLC�. i ( 6'-9" 4" 13'-4" b'-0" 3 2 11 ■ Og, , ' ° d I 2-1880 e --------------------------------------.------------------ - o 0 0 0 00 ■ -' 1 ----"`---------------� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ s ■ ■ ■ 3 - J O „ LAUNDRY CHUTE SIZE, LOCATION 14'-101/2" 6'-1 1/2" 12'-311 5'-8" 12'-4" VERIFY W/ 1 OWNER 18'-51 (01_011 SECOND LEVEL -511 _I O 9,31-8'1 31'-81, ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH W SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE 'Y GYP. BD. AT GARAGE SIDE AND ONE LAYER OF 1/2" GYP. BD. ON OF 3 5/8" MTL OR 6" METALR-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C., EDITION 2020 (SEE PLAN FOR WALL SIZE) ONE LAYER OF 1/2!GYPSUM BOARD ON BOTH SIDES OF OF 3 5/8„ MTL OR 6 METAL STUDS @ 16 O.C. FRANGIBLE WALL NOT SECURE TO THE FLOOR 42" NAND RAIL TO 4 ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL REJECT A 4" SPHERE TYP. FRAMING Q 16 O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE IV" MISC. NOTES: 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 4411 H. 8x8 COLUMN TYP. a 2 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) (o. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. -1. DUCT PENETRATION, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIIN. NO. 26 GAUGE (0.4,5 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE ■ ■ ■ ■ ■ ■ ■ ■ d n `r O � in '- O M. BATS 15'-8" 9'-4" CLC�. O, " I ( I ( I 42" HAND RAIL it REJECT A 4 SPHERE TYP. 4'-8" *- TO LOFT 9'-4" CLC�. � 131-6" i Uj I G. I I I v 0 2 6 A�j CC%© r O ' 13'-411� c0 42" HAND RAIL t0 REJECT A 4" SPHERE TYP.5ATH 11-2" ��� - jc VR - "' - RAIL TO �. ■ 811 - „ 3' 13'-4"��l ■', $a 31_21n, ------ ` I\ E L E V/ ( 1I/2" g:-1/211 F � H,1D 7,- I { ( r 2-208m42" CA 2880 v Il'-9" -0 N ■ W/ TR5M (2) 2880 IV-0"2 i I IS'-0" ■ ■ ■ i 1 1 I 1 III HILLS + H$ 9'-0° ■ ■ ■ 2S8p I ' I 1Uj a COVERED 5 ALGONI' o 8" I 0 i EGRE5S M. BEDRIVI W/ 12" TRAY I ! 51 _311 wic" I G. o E3ED R'�f 2 9 4 CLG. BATS 2 = , - - LUIC. 24M BED R1"I 3 ■ t- ■ I — --- -- -----J 1 REJECT A 4" SPHERE tYP. 42" HAND RAIL TO ■ 2480 2W ■ � �. O O � OA E` 0 `_ 51E, LOCATION VERIFY W/ OWNER 15'-I I/2" 8'-I" 22 -I 1/2„ 15'-811 WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO PIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. W U z w o cf) a w o 0 o W <C�) `L m z � (,D c) Lj- QC/-)o =z�w Q- 00 7 Q` ao 00 co N L0 _00 0 0 QL V) � cp o n z N D =1 -0 C iv N O O 3. 00 N Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 a TW 1/4 "=if_0" THIRD LEVEL FILLED CELi- COLUMN MAX. 32" SPACING G14 I GENERAL NOTES Sheet Number u_ STANDING SEAM METAL ROOF NEOPRENE HIP/RIDGE CLOSURE COVER SEALANT FASTNER BATTEN CLOSURE WATERPROOF STANDING SEAM MEMBRANE E ALUMN- ROOFING PLYWOOD SEE 'S' our -Is STANDING SEAM ALUMN.. ROOFING '�— 2(o GA GALV, METAL � 3: VALLEY FLASHING ut FASTNER AT 12" O.C. STANDING SEAM G0 ALUMN_ ROOFING _ d u- 3/4" CDX PLYWOOD SHEATHING 26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN.. ROOFING ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/16 "xl 1/2 "TAPCON5 2"x2" ALUM.TOP. BOTTOM 8 VERTICAL RAILS (VERT. ,S 48" O/C MAX) SEE ANCHOR SCHEDULE m ROOF PLAN FOR TIE DOUNS 2X6 TRUSSES 5LOCKING ALUMINIUM DRIP EDGE C TOP OF SEAM VARIES (SEE ROOF PLAN) 2x8 R.S. CEDAR /11 lx2 ROOF EDGE. CEDAR 2 �-G DECORATE OUTLOOK—/ SEE ELEVATION STUCCO LAP BIDDING ON SECOND FLOOR d A5v. P.T. Ix3 FIRESTOP CONT. 1-1/2" 5LK RCCESSES— i �- PRE-ENGrt. ROOF 2X6 TdB. TRUSSES 0 24" O.C. SPRAY ro" FOAM R-22. INSULATION DOUBLE TRUSS STRAFING + • P.T. Ix3 FIRESTOP CONT. Wx12" CONC. TIE SEAM w/ 4-S 0 CONT, U.N.O. -R-9 MASONRY CORE FILL INSULATION NOTE: COMBINE INTERIOR INSULATIO AND CONCRETE BLOCK = R-20 -R-9 MASONRY CORE FILL INSULATION 1/2 " GYPSUM 50ARD - ON P.T. MTL FRAMING FURRING ® ib"O.0 Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 !� BLD'G DEPT. REV. 1 8-16-21 L—FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/16 x 1-1/2 TAPCONS _ 7 HIP / RIDGE COVER 6 VALLEY DETAIL 5 FLASHING DETAIL 4 RAIL ATTACHMENT 3 STUCCO SIDING LOOK C..� N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE NTS W ELEVATION MATERIALS KEYNOTE 0 SYMBOL DESCRIPTION 1O ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO CD Q 12" SQUARE COLUMNS —� Iry 4 RAISED STUCCO BAND & SURROUND 0 }— CD � O DECORATE SILL &HEADER Q © DECORATIVE CONC, SIDING LOOK ALUMINIUM GUTTER (- 12 1 ® ALUMINIUM RAILS Q i ® U) 12 Lv � W � Q o E TOP OF PLATE _ ® 0 7 +37'-4" =D �- �— U 00 TOP OF TIE BM. TOP OF TIE BM. flu<C �" CU) © +34'-8" = (42'-66" NAVD) I © +3 —8" = (42'-66" NAVD) R TOF �� @ +2' OL 2n( \lw—@ +2: N V STFLO FA OIL TOP @ � SELF-FURRNG LATH ON FELT rOM OF TIR4.15SES (MIN. 13/4" EMBED INTO ZY RI5 a 4" D.C. TYP. l SEC. R1031o) ALL SOFFIT) LOWEST BOTTOM s STRUCTURE MEMB P OF 3rd FLOOR 4= 33.33 NAVD—� LEVEL CLG. LINE -4" = 31.33 NAVD) TOP OF TIE BM. +12'-0" = (20.0 NAVD 2nd FOOR PLAN 1'-4" = (19.33 NAVD) D FLOOR lie (8.0 NAVD) I A5.1 2 A5.1 1.4", P_&.. EXTERIOR TRI1 I EROFILES 00 00 N I U w Ln O O N N U) co O ro z 17 N 0 C 'L N O Q LL_ s t L_ 00 N M p N -1 DZFO- 19 IL 1. Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 1 REAR ELEVATION 2 FRONT ELEVATION Sheet Number 911 111 TOP OF TIE SM. _ +34'-S" = (42'-&roll NA _ T_OP OF 3rd FLOOR_ �u +25'-4" = (3333 NAVD) 2nd LEVEL GLG. LINE +23'-4" = 31.33 NAVD) 2nd FOUR PLAN m +11'-4" = (19.33 NAVD. 1st LEVEL GLG. LINE -4" = 33 NAV, LOWEST BOTTOM OF STRUCTURE MEMBER —�® +8-2 = 16.166 NAVD) A TOP OF GROUND FLOC ,IN Is +O,_O„ 12 ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION O ALUMINIUM ROOF 0 EXTERIOR WALLS W/ SMOOTH STUCCO 0 12" SQUARE COLUMNS ® RAISED STUCCO BAND & SURROUND O DECORATE SILL & HEADER © DECORATIVE CONC. SIDING LOOK ALUMINIUM GUTTER ® ALUMINIUM RAILS OF TIE BM. e) +31'-411 Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 0 BLD'G DEPT. REV. 1 8-16-21 W U z w o _ m z � LLj =z�w Q- oz� U Q 00 Q -_j co co I U) 00 LO 0 0 N N LO t �t O 0 Z PO a) a c •� 0 o L` o 00 y Nto N J 0 co 00 �o �O ¢ zz z w LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 LEFT (NORTH) ELEVATION 1/4 $I= i '-opt Sheet Number IS Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 © BLD'G DEPT. REV. 1 8-16-21 W U W 0 Q Woo � L1J Q � Lj- m � � ry 1 cf) o wQ� M U W TOP OF TIE SM. (D W U N TOP OF TIE 13M. TOP OF TIE BM.\IW � CD OL _ 'd +34'-S" = (42'-�0(0" NAVD) - ID+33'-S" = (42'-ro(o" NAVD) V) ZD -_j . Q Q 00 TOP OF 3rd FLOG —� a +25'-411 = (3333 1' 2nd LEVEL CLG. L —� s +23'-4" = 3133 1 OL 2nd FOOR PLAN +11'-4" = (1933 NA' 1STLEVEL GLG LI +13'- 4" = (1133 NA' OL TOP OF GROUNE) I +0'-0" = C8.0 Nr _ _TOP OF 3rd FLOOR 6 +2$'-4" = (3333 NAVD) 2nd LEVEL CLG. LINE 6 +23'-4" = 3133 NAVD) _ 2nd FOOR PLAN +11'-4" = (1933 NAVE)) — 15T LEVEL CLG LINE LOWEST BOTTOM OF STRUCTURE MEMBER ® +8-2 = 16.166 NAVD TOP OF GROUND FLOOR -w +0'-0" = (S.m NAVD) 00 (o N LO LO 00 0 0 N a) D U) � d- O ro Z M a) o 73 c L- a) o U d s 0 N .y Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 R RIGHT (SOUTH) ELEVATION 1/4 "= 1 ' -0" Sheet Number 3.3 36" H. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. STYLE AND DESIGN AS SELECTED BY OWNER � Z ELEV. EXISTING —FL 2ND F OOR — — — — — — — — — O TOP OF 2ND R 100 (Y C 100 O (L 2"x6" JOISTS AT LANDING 0 AT 1(o" O.C. 00,11 y O PROVIDE FIRE STOP AT MI POINT 000 I OF EACH RUN OF STAIR READ 1 2112 12" .0 SIMPSON LUS26 OR EQUAL AT EA. .STAIR T::� STRINGER ELEV. +0'-0" III II FINISH FLR. PI dN > > >'. i N2-2"X12" LEDG ATTACHED T LL W/ 5/8" X i 1/2" L IllDGE ANCHORS W/ UJA 5HER5 a 12" O.0 5TAGGERED i i 1" FINISH TREAD 3/4" CDX.RISER 4 SUB TREAD 2x4 P.T. LEDGER ED. SECURED TO SLAB W/3" HILT( PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16—d NAILS STAGGERED. s s e> s s e• a s? s s p_ L N 2 xro SAFEGUARD TOP 1 i4" COUNTERSUNK. ��— LAG 5CREW6 N EA. PICKET) 2x,2 PICKET SPACED TO REJECT 4" DIA. BALL. (VERIF'I' W/ OWNER FOR STYLE) - 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER 5TA I SAFEGUAF,ID DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST NOTES: HANDRAIL SHALL BE DESIGNED i CONSTRUCTED FORA CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM FLOOR STRUCTURE HEADER OR GIRDER TRUSS 2x12 STRINGER C2R. +TR = 24 TO 250 1.2" + 12" + 10" = 24.4" 2x TREADS NAILED AND SET IN MASTIC FIN. FLOOR P.T. 2 x4 BOT. PLATE OR A%PV'D EQUAL. LOWEST BOTTOM OF STRUCTURE MEMBER +8-2 = 16.166 NAVM Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 at BLD'G DEPT. REV. 1 08-16-21 Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number 3.4 LONGTITUTE SECTION PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) C__ MR•'i SLIDDING GLASS DOOR FRENCH FRONT DOOR GARAGE DOOR PRODUCTS DYNAMIC METALS ROOFING UNDERLAYMENT STUCCO i T DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFI T DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFI OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE MODEL NO. PRODUCT DESIGN PRESSURE EVALUATION AGENCY PERMA SHIELD (IMPACTED) ANDERSEN CORP (2) 3/16"x2— 3/4" TAPCONS INTO EACH CLIP ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / —70.0 MIAMI / DADE VINYL CLAD (SPECIALTY IMPACT) ANDERSEN CORP 3/16%2— 3/4" TAPCONS1 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / —80.0 MIAMI / DADE A —SERIES (IMPACT) ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. EMBEDMENT SEE STRUCT. PLANS +65.0 / —70.0 MIAMI / DADE SERIES 2020 (IMPACT) (IMPACT) HURRICANE (MASTER IMPACT) MODEL NO. ALUM. STANDING SEAM. OVEN CORNING WEATHERLOCK METAL NA. `— TEMP. GLASS NO 5: 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OF'ENNING PRIOR TO GONSTR ICTION 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS 5UPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. �-,,j#1kVjjj e N/A FL— 12496.3 N/A FL-15727.2 N/A FL-14285.2 ESW. 1 /4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS N/A MIAMI /DADE +65.0 / —70.0 22267.1 JELDEN 1/4 x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +45.5 / —65.0 11 /09/2021 15444.2 MIAMI / DADE DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +50.0 / —50.0 20-0929.12 02/22/25 MIAMI / DADE MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL N0. PRODUCT DESIGN PRESSURE EVALUATION AGENCY _ LOC 1 "S.S. +/— 128.4 TAS112 08/23/2021 FL-27499.2 MIAMI / DADE — THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. 08/23/2021 FL-9777.7 MIAMI DADE / +/— 49 NA. NA. NA. STUCCO ON METAL LATH MIAMI / DADE MK SIZE/ MODEL LOCATION COUNT ❑ 2MO FRENCH CABANA 0 0 5480 FRENCH FLEX AREA, BEDR'13, BEDR14 10 w Lu ❑ 3080 FRENCH 4 SIDE LITE ENTRY DR(s) �n ® 14090 SLDG GS DR OCEAN R1 0 0 O fu ❑5 SOgO SLDG G5 DR OCEAN R>K 0 � X x © 10080 SLOG GS DR MASTER BED R9 0 1 16'-0"x8'-0" OH. GARAGE MANUFACTURE I GLA55 ANDERSEN ANDERSEN 3/16" IMPACT ANDERSEN 3/16" IMPACT ESW. 3/16" IMPACT ESW. 3116" IMPACT ESW. 3116" IMPACT DAB ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 2 (1/2" EXP. BOLTS) ATTACHMENT 3 (1/4" TAPCONS) MK SIZE/ MODEL LOCATION DIM. COUNT GLASS IDE51GN PRESSURE O CX25 FOYER 4 FLEX AREA BED 2, LOFT, STAIR (5350) ® IMPACT SEE PRODUCT AND SHOP APPROVAL DRAWINGS BY IMPACT IMPACT GUNN'S QUALITY GLASS 4 MIRROR O CW 15 MASTER BED R`1 (2450) O CX 16 OCEAN RM, DINING R9 STAIR POWDER F41 (2160) IMPACT O CW 16 LAUNDY , LOFT (2460) �3 Lu Z OLZ IMPACT IMPACT IMPACT O C15 MASER BATH 4 BATH 2 (2050) O O C14 BED R13, 5ATHR13 BED R`t 4, BATH R'1 4 (2040) O CN155 KITCHEN (1854) IMPACT O NOT USED e IMPACT IMPACT Oj 4'-0"X 6'-0" FIXED MASTER BATHRI SHOWER O 4'-6"X 6'-0" FIXED MASTER BATHW TUB 10 IMPACT IMPACT STEEL MULLION A-4 EXTERIOR OPENING SCHEDULE 1/4 "=1 ' —0" ATTACHMENT ATTACHMENT 3 (1/4" TAPCONS) =AI. *IUL CONCR BLC SOLID GR 1/211 EXPANSION 5C AT 16" 6" THE 2x6 N4 DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR. ATTACHMENT 1 EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/411 x 3-1/4" LONG TAPCON TO CONC. 1/411 x 3-1/4" LONG TAPCON TO GONG. ATTACHED DOORS WITH 2" 12 SREW ATTACHED DOORS WITH 2" 1"12 BREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM COINER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES 5PECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR 2x6 PT. TO CONCRETE WALL WITH 1/2" DIA. EXPANSION BOLTS 6 16" O.C. 6" EMBEDMENT SEE GARAGE DOOR DETAIL M-14 ATTACHMENT 4 SLIDING DOOR Ix6 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO GONG. ATTACHED DOORS WITH 2" M2 SREW DIRECT TO BUCK AT (o" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. DG�H01-02 L-10 GARAGE DOOR JAMB L-14 OPENING ATTACHMENT N.T.S. N.T.S. NOTES. BACK CAULK ALL THE WOOD BUCKS (TYP) A ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. - 3-3/4" 3-3/4" t°xPTFURRING CONTSEALA d 4 d 5/S" GYPSUM BOARD MARBLE STOOL SET ANDERSEN CASEMENT EMEENT WINDOW ON FOIL BACKED IN GROUT BED INSULATION 1/4" SHIM SPACE ~ d CONT. SEALANT CONT. SEALANT CONCRETE MASONRY UNI ' fp STUCCO FINISH 4 : " ;e; 2"x PT.WOOD BUCK �:• + 2"x PT.WOOD BUCK 'Y 5/8" GYPSUM BOA CONT. SEALANT CORNER BEAD 1" RAISED ON ix P.T. FURRING }, BAND RD STUCCSTUCCED WITH .VAR .34/4° 5/8" GYPSUM BOARD S GALV.METAL LATH ANDERSEN CASEMENT WINDOW CONT. SEALANT 1/4" SHIM SPACE R-4.2 FOIL BACKED 4. CONCRETE SILL GAP INSULATION A ' G-10 N.T.S. In" GYPSUM BOARD oI IN i CASEMENT WDW. HEAD G-14 N.T.S. ORNER BEAD 5/8" GYPSUM BOARD 2 "x P.T1100D BUCK CONT. SEALANT 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT CONT. MARBI IN GR< CONT. 1/2" Gl BOAR FURRO R42 R INSULT CASEMENT WDW. SILL AT CONCRETE WALL ANDERSEN FIXED GLASS SYSTEM 1/4" SHIM SPACE CONTBEALANT ANDBACKER 2 "xP.T.UIOOD BLOCKNG POUND CONCRETE SILL STUCCO FINISH D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL � N.T.S. N.T.S. HEAD, JAMB SIMMILPR A-10 N.T.S. IN -SWING DOOR SIMILAR DOOR - SEE SCHEDULE IN18H- 8EE RULE T�AWOLD SEALANT o SLOPE 1/S" PER ff. a COMPRESSIBLE FILLER CONCRETE SLAB DTH�-02 CONCRETE MAE STUCCO FINISH CONT.SEALANI ANDERSEN OR EGUAL DOC A-14 N.T.S. RNG W Mt BOARD BACKED aN 7M BUCK BEAD 3UM BOARD iALANT ISPACE Revisions: H.O.A. SUBMITAL 03-25-21 PERMIT SUBMITAL 07-02-21 w U z w o v) Q wCD C-) o m z � �QC/)o W = Q U <�� 00 Q AU67ERCA5T PILES: GENERAL: AUGERCAST PILES ARE PLACED BY ROTATING A CONTINUOUS PLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH I� BEARING WALL -,,,SUFFICIENT PRESSURE AS THE AUGER IS WITHDRAWN TO FILL THE HOLE PREVENTING HOLE (3) *5 TOP "Z" BAR TYPICAL COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ro CONCRETE SLA ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER PLIGHTING AT 0'-0" FIN -FLOOR SLAB ALL TIMES DURING THE RAISING OF THE AUGER SO THAT THE HIGH -STRENGTH MORTAR HAS A OL ----- -- DISPLACING ACTION REMOVING ANY LOOSE MATERIAL FROM HOLE. THIS METHOD OF %00•A7__._.____..._...._....._ - PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE IS SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE - i-- L OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO Lu PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL _ *4 12 EW. LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER *3 12" UN.O. MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS SHALL BE SO PROPORTIONED *1 PILE DOWEL (3) *5 BOTTOM AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES SHED FOR EACH DAY DURING AUGERCAST PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF 14" AUGERCAST PILING 2 CUBES TO BE TESTED AT -i DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM C109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. J Ll GRADE BEAM 4 N.T.S. AT ELEVATOR PAD *4 -912" x6'-0" ,m 18" O.G. I KANSPER OVER INTEI GRADE BE *4 e 12 " EA .WAY (o' CONCRETE S G 1 N.T.S. G r- r I Fl 0 ir '1111 IN 10 13 L 13 N.T.S. I fRA D � �& H U L AUGERCAST PILE - 14" DIA x 25 FEET LONIG TYPICAL * l,-./� � W/ I x 20' (EXTEND 15" INTO GRADE BEAMJ AND 4-05 BARS W/ *3 HOOPS * 10" O.G. FROM PILE REINPORING DETAIL CONC.OR MASONRY MARK SIZE(WxD) DESCRIPTION NO. Cur OFF To 15' FEET BELOW SURFACE. DESIGN CAPACITY - 2S TONS. ALL SHALL 5E BOT TOP MIDLE *3 TIES 13 13 a �COLUMN (• IN ACCORDANCE WITH A-C,1, 545-54 MATCHING DOWELS G5-1 24" x 30" (4) *1 (4) *1 (2) *5 (o" O/C TYP. EXT. WALL 8 BAR DIA, MIN *5 TOP �t W/STD. HOOKS ("1) *6 TOP EACH WAY �GRAD F I W/ 18" HOOKS G5-2 24" x 24" (4) *6 (4) Oro (2) *5 8" O/C - L13 � �t IVV� G5-3 18" x 18" (3) S (3) *5 _ 18" O/C GARAGE 6" STEP GI "3 STIRRUP 6 12" U.N:9 '3) *5 BOTTOM PILE DOWEL AUGERCAST PILING (-I) *r'o BOT EACH WAY AT W/ 18" HOOKS G5-4 (3) *5 (3) *5 BEAM LA 18"x24„ (2) *5 8" O/C STOP SLAB Li Lu '- If II 11 (4)"6 EACH WAY PILE CAP HOOK S PC-1 3ro x3(o x16 TOP AND BOTTOM, — — BAR AT EACH END G4 PC-2 48"x48"x20" (6)+'5 EACH WAY TOP AND BOTTOM. _ _ PILE CAP HOOK BAR AT EACH END G4 SIMILAR "—PAD REBAR SEE FOOTING SCHEDULE �- EDGE BARS ALWAYS PC-3 36 "x12"x20" (4)Oro AT LONG WAY AT SORT WAY — — PILE CAP NOOK BAR AT EACH END G4 SIMILAR REMAIN.SPACE OTHERS EQUALLY Ea. Ea SEE HED PC-4 36"x116"x20" C12� SHORT WAYAY 2 LAYERS AND 50TTOMP (34 51 SIMILAR PC-5 00"x60"40' (1)'6 EACH WAY TOP AND BOTTOM, — — 2 LAYERS TOP AND BOTTOM G4 SIMILAR G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 N.T.S. I N.T.S. N.T>S. A A-4 1 2 3 4 5 � 15'-S" TOTAL LE%HTH BUILDIIj ri N 2" i GB-3 C� 14 1 15 ro" CONCRETE SLAB 16 (3) 06 TOP *4 012" x4'-O" -8 12" O.C. 90 DEGREE HOOK *3 6 12" STIRRUP U.N.O. 1 112" MIN. COVER iu (3) *ro BOTTOM *1 PILE DOWEL 4611 EE SCHED 1411 AUGERCAST PILING 1211 GRADE BEAM 2 (2) *4 (FL.PERIMETER) *4 616" x4'-O" a 12" O.G. 90 DEGREE HOOK TYP.ENTIRE PERIMETER 7 *4 w 12' EA WAY ro' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) * -1 TOP (2) "5 MIDDLE *3 6 10" U.N.O. fs t, 1 1/2" MIN. COVER to 47 *1 PILE DOWEL \\�Z(3) * 1 BOTTOM 911 911 14' AUGERCAST 48" PILING 18" GRADE BEAM 1 Pw --- -- _ ---- - ,, 1 I ■ �o" THICK GONG. SLAB w/ IS BARS Z5 NA e10" O.G. EACH WAY ON to MIL VAPOR m .: OVER TERMITE BARRIER TREATED WELL COMPACTED FILL E _ N OR -7.0 NAVD tfli FFE. 0.011 - ELEV. -12" cn 1 Mw OIL OR a.0 NAVD GB-3 GB-3 5'-0" 6'-6 1/2" 61401/211 1 41-611 8'-5" 10-2" 5'-4" 11_111 N 1 1 `Q 1 1 - m .I N GB-3 Gg_3 1 1 � m77 m - 1" THICK CONC. SLAB w/ 105 BARS 610" O.C. EACH WAY ON ro MIL VAPOR roll BARRIER OVER TERMITE 0 HWH PAD TREATED WELL COMPACTED FILL u 1 I I II r... :.. - - ■ : ■ ■ PC-2 GB-1 GB-1 F �� 61 04 RE5AR 12"OC. OR '15NAv D AT PERIMETER (TYR) 4'-011 A Le 21 (011 61-1011 61-101' (01-101' 61_4211 10'-511 5'-811 81-1011 6'-411 41_011 1-211 15'-8" TOT �L LEi SHTH 5UILDII-x PILING PLAN rm� O cn Ory v m m O � M �w '0 y 0P V) �. 0 fY W uJ Z �z W in m V yZ v � M 8J Qi 3 u vy °i m } �� °� 'U uJ "'° K W L-J Q o r--,' 0 W<[ n, � z Wow o m C/-) ryQD c� w Q _w (D `'� U I w m CD c/-) E m 0 0- cn Q MOH HVN E .: V Sheet No: �o� A of --sheets 6 7 8 9 10 111 12 13 14 15 1 16 5 6 7 8 9 10 11 12 13 14 1 15 1 16 MATERI AL5: I. FLOOR 5LA13 TO HE 6" THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON N PLAN ON 4 MIL VI5QUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE A) PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS MIXIN5 AND PUMPING OF H16 I -STRENGTH GEMENT MORTAR: ONLY APPROVED PUMPING, TREATED PER LOCAL CODE. 55-G-Ig2 OR CURRENT ASTM STANDARDS, DE516NATION 0150. CONTINUOUS MIXING AND AGITATING EQUIPMENT 5HALL BE U5® IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM 2. CONCRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 PSI COMPRESSIVE B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POD 51LICEOU5 MATERIAL. WHICH MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN A61TATIN67 STORAGE 5TRE46TH IN 28 DAYS. MAXIMUM SLUMP 5". FOR PILING 5" PSI. REQUIRED. POSSESSES THE PROPERTY OF GOMBININ6 THE LIME LIBERATED DURING THE PROCE55 OF TANK OF SUFFICIENT 517E SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR HYDRATION OF PORTLAND CEMENT. PUMP TO INSURE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL 3. REINFORCING STEEL SHALL BE ASTM 615 GRADE 60 AND HAVE THE FOLLOWIN6 MINIMUM MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM06ENEOUS MORTAR OF THE DE5IRED CONCRETE COVER FOR 6RADE BEAMS: BOTTOM 30, TOP 2" SIDES TO BE 1 1/2" CLEAR COVER C) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL CON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED FOR SLAB TO 8E 5/4' MIN. INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF THROUGH THE PIMP. THE MORTAR PUMP SHALL. BE A POSITIVE DISPLACEMENT P15TON TYPE 4• ALL FOOTINGS SHALL BEAR ON NATURAL 501E PREFAB®, A5 IN NOTE 5 BELOW CEMENT &RAINS, AND NEUTRALIZE THE SHRINKAGE OF THE H16H-STRENGTH CEMENT MORTAR PUMP CAPABLE OF DEVELOPING DISPLACING PRESSURES AT THE PUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE 5HALL AT LEAST EQUAL THE VOLUME OF THE (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS m 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN ACC.OR0ANGE WITH NOTE A-F. THESE SPEGIFICATION5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR AUGURED HOLE. LOCATION OF PILES: N-EN IN CLUSTERS OF TWO OR MORE, PILES SHALL. BE INSTALLED WITHIN 3 INCHES OF OM16N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN I TEST RESULTS BEFORE APPROVAL. -I/2 INCHES OF DE516N LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO A. STRIP A FOOT OF EXI5TIN6 SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED DELETERIOUS MATERIALS MUST 13E COMPLETELY REMOVED. D) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES B. FILL SHALL BE GLEAN AND 6RANJLAR, FREE FROM DELETERIOUS MATERIAL AND WELL 61RADED. OIL, ACID ALKALI, SALTS OR ORGANIC MATTER. WHILE THE MORTAR 15 IN A FLUID STATE. AN AS -MILT SURVEY OF PILE LOCATIONS SHALL BE E) FINE AGGREGATE: SAND SHALL M1fT THE REQ1UIREMENT5 OF CURRENT A5TM STANDARDS, PERFORMED 13Y A FLORIDA REGISTERED LAND SURVEYOR PILE5 SHALL BE LOCATED ON THE G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. M-516NATION 033. THE SAND 5HALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK RECORD PRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERL.INE5. SUBMIT THE RECORD DRAWINGS TO THE ARGHITEGT FOR APPROVAL. 6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMP5, SOFT OR FLAKY FOOTIN iSli S, LOAD BEARING WALL5, STEEL/CONGRETEIWUOD COLUMNS, WOOD HEADERS, PARTICLES PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INGL.UDIN6 BUT NOT LIMITED TO BOULDERS AND L CONCRETE BEAMS/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURER'S THE WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL GUENTLY BE PERMITTED TO DRAIN UNTIL THE RE5IDUAL-FREE MOISTURE TIMBERS) BE ENCOUNTERED WHICH 5HALL PREVENT PLAGIN6 THE PILE TO THE DEPTH REQUIRED, DRAWINGS BEFORE THE POURING OF CONCRETE FOOTIN65/PADS AND SLAB. 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH I, AND THIS SHORT PILE ADDED TO THE UNIT 7. COORDINATE A/C , MECHANICAL, ELECTRICAL 4 PLUMIBIN6 PLANS FOR REQUIRED OPENIN66 IN LENGTHS FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL SLAB. COARSE, WITH FINENE55 MODULUS BETWEEN 1.40 AND 5.40. THE FINENESS MODULUS 15 DEFINED 13E PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BASIS FOR ADDITIONAL FOOTAGE. AS THE TOTAL DIVIDED BY 100 OF THE GUNULATIVE PERCENTAGES RETAINED ON US. REFUSAL SHALL BE DEFINED AS THE DEPTH WERE THE PENETRATION OF THE STANDARD iDSLEEVE ALL PLUM5ING PENETRATIONS. STANDARD SIEVE N05. 16, 30, 50 AND 100. A U&UIRINS EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. q. SEE ATTACHED AUGER CAST PILE SPECIFICATION PILE CAPACITY: THE DESIGN 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER COLUMN SCHEDULE PILE IN CXOMPRE5510N AND 10 TONS PER PILE IN TENSION. PILE DIAMETER 5HALL BE 14 INCHES. K PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE REINFORCED MASONRY G5 POURED CONC. EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES c1 IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5PEGIAL CONDITIONS MAY REQUIRE COL. w/ 1-05 m VERT. COL. COL. w/4-a6 0 CONT. FILL wi 4000 PSI CONC. METAL SLEEVES OF ADDITIONAL LENGTH). w/ *3 HOOP � 12 O.C. c2 Q12x12 REINFORCED MASONRY 0 - 8"x12" POURED GONG. COL. w/ 2-% 0 VERT. AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHICH THE H16H-5TREN6TH MORTAR 15 Rkf1 D FILL wi 4000 PSI CONC. COL. w/4-«(o 0 CONT, DURING THE PLAGEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD 12 "xl2" POURED CONC. tu/ *3 HOOP 's 12 " O.C. cs BELOW THE BAR GONTAININ6 THE GUTTING TEETH. THE AUGER FLI6HTIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH ■ COL. wi 6-05 m VERT. wi '13 TIES A 8" O.C. " II WOOD POST c-I ® (o x OF THE AUGER FLI6HTIN6 SHALL NOT EXGEED q INGHIE5. AU�RS OVER 40 FEET IN LENGTH J 11 *'S 0 REBAR THRU 12"x16" POURED CONC. W/ 14" 5HALLCONTAIN A MIDDLE GUIDE. THE AU6ERGA5T PILING LEADS SHOULD BE PREVENTED FROM - c4 ROTATING BY A STABILIZING ARM. COL. wi 8-+5 m VERT. THE POST EACH WAY wi 03 TIES IT 8" O.C. PILE REINFORCEMENT: ALL PILES 5HALL BE REINFORCED WITH 5" VERTICAL REINFORCIN6 BARS WITH #3 TIES @ 10' G/G EXTENDING 15'-011 BELOW PILE GUT OFF ELEVATION AND 1#1 WALL E D G E N D SHEAR WALL N ❑ T PERPENDICULAR VERTICAL REINFORGING BAR AT CENTER OF PILE EX MIN9 FULL LENGTH. PROVIDE T ❑ S H ❑ R E CAL C U L A T I ❑ N CENTERING DEVICES FOR REINFORCING CA6E AT 101-0" GIG MAX. SPAGIN6. N G NOTES: 1, NO MECHANICAL, ELECTRIC OR PLUMBING 15 ATTACHED OR IN A FRANG-c15LE WALL. 2, FRANGIBLE WALLS NOT SECURE TO THE FLOOR) 3. FILLED CELL COLUMN MAX. 32'' 5FACING 8' CONCRETE BLOCK TOTAL 31'-2' TO THE SHORE SHEAR WALL 31'-2'x 207 = APR❑XIMATELY 6'-0' 8' CONCRETE BLOCK WALL SHEAR AT BEHIND ELEVATOR FRANGIBLE WALL 4'-4' + 12' B❑THSIDE OF ENTRY DOOR EQUAL 5'-4' LESS THAN 20% 6' METAL FRAME -71 r FRANGIBLE WALL 4' METAL FRAME FRANGIBLE WALL 11-011 8% 2'-8 II 81% T_QII QII 21_6 II Qil 2'-8 II 8 I1 2'-8 II 5" 2'4' 8 11 21_8 II QII 21_8 II 8 11 21_8 11 QII T-QII QII 21-8 II QII 2'-211 QII 4 1_l" SII 11-(3" QII 2143 il 8" 21-B" WINDOW C1 I T1' R.O. I I HB ` � a HB ■ ■ ■ ■ ■ ■ F OC3 r c3 I II Iml 15 14'-4" 3'-10'1 6" N / a� ■ E C3 _ 4 G1 T`l'i=. U tL N 6 " THICK CONC. SLAB w/*5 BARS a1211 O.G. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE ■ TREATED WELL COMPACTED FILL D � 32'-4" [Q <r 6 OIL OR 8.0 NAVE)C3 s / F.F.E. 0.01, 61 1 a� ■ G _ C3 T`►'i=. n A-1 "_ 0-0" 17" Cz co 1U_Ql1 ■ ■ c>; n NJ Iml■ ■l TKII ■ 0 (o'-411 C2 CONCREIE TEPS W/ BRICK PAVER N TOP 6❑ 2'-811 QII T-QII QII 1'4' 2'-8" 1'4' F- 1 1/2" 41-4 IN" QII 21-811 Q11 2'-8" L 2'-8'I �811 21-Q11 QII WL 21-01' L8"L 2'-011 V V V V G! V V V V� ell �, ■ 23'-2" g I'-011 ol Loll 11_811 811 21-0" 81l ZiTHICK CONC. SLAB w/*5 BARS 610" O.C. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL 0 12" ELEV. -12" SLOPE2"� h OR 7.0 NAVD CCI 1 \ HWH PAD T GARAGE `r FF.E. -611 — OR 75 NAVt.9 6" NWH Mal 101■ it 21-811 811 2'-81I QII 21-QII I cO V V TO ■ Fs-1 Sol 10 J 101■ ■1 INI IMINI■ C1 TTFD. WINDOW AC PAD R.O.Jk FF.E. -611 G3 TYF. OR 7S NAVp 11-Sll 21-511 QII 21-211 811 A1_211 8" T-a" Q11 21-411 11-411 Al-211 811 21-211 811 21-811 QII 101-011 $11 811 11-Q11 811 21_811 811 21_811 Q11 21_511 Q11 21_811 811 21-811 811 811 21_011 Q11 21_011 V V V 4 V GJ 't V U V VJ CJ V V V V V V V V 15'43" TOTAL LENGWTH BUILDING AM 11f211 0 Q1 � .S1 :. I _ ' ] 1�� FIRST FLOOR SLAB PLAN 2 1 3 1 a i 5 6 7 a 9 10 si 12 2ETE BEAM C.M.U. BLOCK �— 4-1" X4-j" CUT MA50NRY DOWELS TO MATCH [\—GRADE BEAM INSPECTION AND CLEAN VERTICAL REBAR OR FLOOR STRUCTURE OUT HOLE, ELEVATION G--1 3 TYP. MASONRY FILLED CELL SCALE: NTS. TIE BEAM HOLLOW CONCRETE MA50NRY UNITS ARE UNGROUTED VERTICAL. FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THIO NES5). 'GRADE BEAM aR FLOOR STRUCTURE — VERTICAL FOUNDATION MEMBER E CREST HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED �P : BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE STILLWATER ELEVATION MASONRY UNITS r (UNIT5 NOT TO EXCEED 8" IN THICKNESS). GROUND f_ /— SLAB ON GRADE SEE PLAN A-13 BREAKAWAY WALL SCALE: NTS. FRANGIBLE 77 1 14 6 w� a w o a r1 x r m � W N � ai N raa - �C 3 M CCO rift m W d O to P V o(> ui Z U) .= z caW °h my L V yz 4 M 0_-� W oW V) 3m r a o � 'U w K Woo r lJ J WQ� CD Iz O G Wow O F m C/) F U o I 1 1 W Q W_ U L,..I C O cc) c) E O i� Q Drawn b- MOH HVN Project No. Cadd File NO.: ■ Sheet No: 51.14 1 A of --sheets 1 2 3 14 5 6 7 8 9 10 1 11 12 13 14 15 16 (BY TOPPING (BY G.C.) EOF4BEAM t 1:5'-6" 1l'-8" TOP OF BEAM GROUTING BUTT JOINTS N SECONDARY POUR (BY G.C.) ;_ LB-1 (BY G.C.) f2" TOPPING �« :, •; w , . �� _ LB-1 6 LB-1 GB -I LB -I BY G.C. ( ) 4 R CAST IN BEAM AT BA i 6" U.S. - 4' 0" O.C. 3 BAR CONT. �! � ■ ■ s' 's �: ��:: ■ :ii�:i: �: _:_i::::1:: ■ ■ ■ ■ I■ ■ ■ AND 4 x 1 -6 LG BAR 3 1 /2"f 3/4" BAG. # 5 .. Q 1" C4 GROUTED IN CORE, ONE PER PLANK.(BY G.C.) _ 8" U.S. �i• 8" U.S. 8" MASONRY WALL BEYOND 3"t 1 2" BRG 3"t 1 2" BAG. W/REINF. (BY G.C.) #4 HOOKED BAR CAST IN 1(1 Lu - ■ BEAM 0 4'-0" O.0 & 8" MASONRY WALL AND #4 BAR HORIZONTAL IN i SGTI O� T- OPEN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) M _ SCALE: 3/4" = 1'-0" U HOLLOU CORE 8" W/ 2 TOPPING ■ :_:: 3 .. a SEGTION SCALE: 3/4" ..... Lu (A C2 SHOWER RECE55 a CS-3 CB Q t2" TOPPING BY C1C_ 4 -C� 7 -$ 1 -4 4 -2 (BY G.C.) W SECONDARY POUR [Q-' L (BY G.C.) 2 O O �' - - G8-�' #4 BAR CAST IN TOPPING -' 13 I � �c i 0� 4'-0" O.C., AND • . 6 U.S. 3 BAR CONTINUOUS. (BY G.C.) LAP VARIES 8" MASONRY WALL m N 8" HOLD GORES SYST M Wlti-} 2 ° t0 PINCs „ W/REINF. (BY G.C.) =� i'r!, HTLLOW W GORE SLnPINCz /2`\ SEGTIO'J� U : 1; TOP 411 FLOOR Frli]�3 21, TO 3" K SCALE: 3/4" = 1'-0" .I e C2 ■ U 04 BAR COWL LQ ttl SLOPE roPING 2" TO 4" —i t2" TOPPING C2 (BY G.C.) i •. t2" TOPPING \?; (BY G.C.) _ • 1r _ 0 , ■ I 51M 777 :. J 6" U.S. , TOP OF BEAM 7 8" U.S. %%00 1:::: ::':':L ,, 11,1 LAP VARIES s .. 4:':::.c=c5ai''s"=z=z=is>?ii :'s=5s=="[z% "`:=>>'= %=: is is is i:i:i:i:i:i;::i::`-:_i:?: .. 3 1/2 t 3 4 BRG. NJ • : CAST W/ SEAM W/1 04 CONC. BEAM---'...` �' BAR CONT. IN 4" SECTION ( GB-5LAUIVRI W/REINF. (BY G.C.)`: • #5 BAR CAST IN BEAM AT p —v ELEY- 24'-a° EL- 24'-6° / LB-� LB-' 6 LB-1 52OGATI�ON EL. 24'-%" 4 -0 O.C., #4 BAR CONT. tOP OF BEAM 'TOP OF BEAM AND #4 x 1 -6" LG BAR - 1 VERIFY W1 OWNER TOP OF BEAM GROUTED IN CORE, ONE PER PLANK. (BY GC.) I.. .� •• a ° 14 -1@ 1/211R 3 SEGT ION ,r R R • _ SCALE: 3/4" = 1'-0" all @ ; ' all N 2' 5 REBAR GONT. IRREGULAR POURED CONC. 1'-31/2" COL. W/6-Oro 0 CONT. GROUTING BUTT JOINTS � w/ 03 HOOP 612" O.C. (BY G.C.) t2" TOPPING t2" TOPPING (BY G.G.) (BY G.C.) G-4 THIRD LEVEL HOLLOW CORE & FRAMING O 1/4 111=11 ' —0 so G LAP VARIErX " U.S. STEP DOWN BEAM 4" 3/4- BBR . LINTEL SAFE LOADS TABLE (CAST—CRETE) MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL L INTEL TYPE A 3'-4" 2231 1569 1025 8U8 5 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 1) 5'-4" 1217 1016 411 8U8 E 5-10" 1062 909 340 8U8 F 7'-6" 743 727 424 8U8 G 9'-4" 554 591 326 8U8 N 10'-6" 475 530 284 8U8 #4 BAR CAST IN BEAM AT� 3 1 2"t 3/4" BAG. :....:..:;... �• - ■ ■ ■ ■ ■ 4'-0" O.C., 3 BAR CONT. S : 8" U.S. _ ■ ■ AND TE x 1 CO , BAR '. BEAM SCHEDULE GROUTED IN CORE, ONE •S — ■ ■ ■ ■ ��'�'�'�"�'�'�'�'�" �� ■ ■ ■ ■ PER PLANK. (BY G.C,)...: GB-�O O G T. ■ E 8" MASONRY WALL 9'—@„ ,}i: n:: GB-1 rj Fr—B 1 C5 G�- I j T \ W/REINF. (BY G.C.) IO +�3 }{AKIN 12"O.C• -2" 1'-4" 1'-(D" 4'-1" ■ %- �\ CB CONCRETE TIE BEAM WB WOOD BEAM a. . v e.° .,.:_. 4,-O�NLLI , BB -= CONCRETE MASONRY BOND BEAM STL STEEL BEAM cp r . Ca l-- 1 LB - PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 5 SEGTIOI�I _ 9 � U 5 R RECE55 r-I �' I� I-� - SCALE: 3/4" = 1'-0" `t �.'. BY G_ 8„ S„ ■ ■ ■ 4 I fll I -I MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS z 2" 5 REBAR GOAT. GB-t - i � 1R„ d TOP OF FLOOR i o '- 411 8" x 12" 2- # 5 2- # 5 - f2" TOPPING (BY G.C.) 8 HOL CORES SYSTEM WITH 2 TOPPING SLOPS 2" LQ SECONDARY POUR — N CB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. (BY G.C.) _ - 8° 8° O OILI TOP OF DECK �`' • , L SLOPING - - • ....... U ....E . 1@'-1@" SL G � CB-2 8" x 16" 2 #5 2 # 6 #3 HOOPS 0 12 O.C. :_: TO 1@ -8 #4 BAR CAST IN TOPPING ; SLOPE TOPING 2" TO 4° :r?r:}: -1 U 4 -0" O.C., AND i . ; 8" U.S. 0 #3 BAR CONTINUOUS. :::: CB-3 $" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. (BY G. ,3 LAP VARIES �j:ii}::::::. I'• ALL BELOW • \Q ( i C6-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" Q.C. W/ARCH 9 #4 HOOPS 0 8" O.C. 8" MASONRY WALL ::::::: -e ■ ■ ■ ■ ■ 2 GB-5 12" X 24" 3- # 9 NJ 6 # ........... C W/REINF. (G.C.) : ......:.: ;,;::. . a . IN 2 LAYERS - U:`: ::.'::::::.. GB-6 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. 6 SGT I O1� CO `';:.:.:;.:..:, U U CB-6 16" x 24" 3- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. SCALE: 3/4" = 1'-0" GB-5 ::: U S _ ■ .. ................ GB-1 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. .::::::::..:::::::�.::.::._::.:::. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •::::•:I::•:::: �3 � CB-8 8" x 28" 2- # 5 IN L AVERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH LAUNDRY CHUTE g GROUTING BUTT JOINTS - (� _ CB-1 " (BY G.C.) ELEV. 10'-2" EL. 1@'-&` SIZE, LOCATION - EL. 1046 TOP OF BEAM C0 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. B t2" TOPPING TOP OF BEAM TOP OF BEAM VERIFY W/ OWNER `TOP OF BEAM EL. i@'_2� t1" GYPCREfE (BY G.C.) CB -I@ 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END (BY G.C.) 14 -1@ 1/2 OO O CB-11 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT NOTEB GB-►2 8" x 24" 2- # 7 N 2 LAYERS 3 HOOPS 0 6" Q.C. s" U.S. s" U.S. VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES To FIT DOORS # LAP VARIES '.: � LAP VARIES AND WINDOWS �E1=ORE CONSTRUCTION. 8" MASONRY WALL AND ALL CONCRETE CONNECTIONS AND DETAILS 8" REINF. G.C.) ALL 6TEP'S FROM MAIN FLOOR TO BALCONY WILL 5E ADJUSTED ON FIELD 5Y BUILDER TO ACCOMODATE THE DRAIN SLOPE A A-4 SECOND LEVEL HOLLOW CORE AND FILED CONDITION. LB-1 8" x 8" 1- # 5 PRE -CAST LINTEL -t SEGT I ON _ SCALE: 3/4" = 1'-0" 1. ALL LINTELS TO BE BY CAST CRATE AND 1/4"=1$-0" AND LOWER ROOF AT ENRTY POURED 50LID W/ BLOCK AND 5r=AM A50VE 1 2 3 4 5 6 7 8 1 9 1 10 11 12 13 14 15 1 16 a c LJ a D m W m J A 2 W W U W Q G CD W<� ry z W Qo � F m Cr U O U-i Lii Q < 3: U W CD .D 7- 00 C/) E o V (n U Q Drawn by. MOH HYN Project No. Codd File NO.: ❑f Sheet No: 6)) �o9 A of --sheets 1 2 3 4 5 6 7 8 9 10 111 12 1 13 14 1 15 16 USP TRUSS ANCHORAGE SCHEDULE NOTE: ALL FASTENER AND NAILING TO BE STAiLESS STEEL N OR EQUIVALENT HARDWARE PRODUCT - �� LATERAL BRACE �'NEl�i"f,4Tf C I=,4STNERS iTUJ R,41„iSET / i:EUl-�E,4D MA STRAP DESCRIPTION 1@N BER OF NAILS UPLIFT bs REMARKS LATERAL El LATERAL F2 THE - BRAGING NOTES: IEREcnNN6T1 5ERESPONSIBILITY IIN5TTAALL ADDEMATE IN6 APPLICATION SiZE TYPE SPACiNG REMARKS A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL MTL STRAP TO CONC. 1/4"xi-3/4" ■ ■ TAPCON (4) B USP HTA20 (9) 10d 1480 (DOUBLE STRAP (ONE PLY 590 660 PERMANENT 2 X 4 DIA60NAL BRAGIN6 IN THE PLAN OF APPLICABLE RECO+eVATIONS IN TPI RJOLIGATION BLOCK OR TiE SEAM # ) ) 4ro THE NEAREST WEB MB13M CONNECTION WITH (2) - Ibd " HIB-al" PER STRAP C USP HTA20 10 10d 1500# (DOUBLE STRAP) 590 660 NAILS IN EAGH WEB IN AT LEAST 0) TRll5+5E5 AT APPROX. NON BRG. WALL . SILL 3@@ HD SERIES 5/H r,> W SHANK PLATE TO CONC. SLAB �/8" WASHER 12" O.C. W/i-4EAp W/ " R " ( ) 4b VB5REE ANGLE. (REF. HIB-NI, F19. 37, 3& 4 ". AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP D USP HTA20 (1) (10) 1Od 1650# (DOUBLE STRAP) (ONE PLY) 590 660 PERMANENT BRACIN& IN THE PLANE OF TYP. WOOD TRU ES BOTTOM CHORD of THE GOM�GT WTH��Ib d MET,4L L,4-Ci-� 4 �,Ui�C'E F,4�J' TNE�'�J' - �NEU-F,4ST GO. E USP HTA20 (2) (10) 10d 3230# 1180 1320 (W B MEMBERS NAILS IN EACH TRE-6 (ROOF ONLY). EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 APPLICATION SIZE TYPE P G NG REMARKS 16 GUAGE W/ 6" APART ADD 2-16d TOENAILS FROM WIRE LATH MIN. 1 1/4" " 101 - I SIDE LAPS USP RT24T OR RT24TF (5) 16d E.E. 900# TRUSS 6 WOOD BEARING 500 500 PERMANENT WEB DIAGONAL PENETRATION "Y APART CROSS RACING 16 GUAGE W/ ro" APART SEE SF$.0 SECT. (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 3/0" R15 MTL. LATH MIN. 1 1/4" " 1@I - I SIDE LAPS 35023 }{ USP RT24T OR RT24TF TRUSS TO WOOD BEARING 500 500� PENETRATION S" APART 35@42(CXbb) USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. c ���� ��� � ��� �'��• �� ���,� °�-:�a M�T�4L fi�00P T(L�S - ,4TL,4S COLL,4T�1� N�41L5 J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM —m v APPLICATION SiZE TYPE SPACING REMARKS jC USP HTR16 (2) (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 *1@-12x1" PANCAKE GAL1/. PER TILE SEE F.RC. 2011 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. ReO535 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD 'y W. �'2 PHILLIP- SEALENT S.STL. SPECS ANp 9@53b TO STUDS & (2) 10d TO PLATES . W/ 2-16d NAiLS TO THE TOP OF EACH TRUSS M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 a � .� �� � � NOTES:: ALL FASCIA AND DRiP EDGE NAILS SHALL BE 316 STAINLESS STEEL TO STUDS 8c (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S ROOI=/UJ,4LL S�-IT{-ffi�C - �4TL�4S COLLATED N,41LS SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY SE USED IF STRAP SIZE, GAUGE AND L-5 PERMANET BRACING K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. APPLICATION SiZE TYPE SPAGING REMARKS 3/�•" ROOF SHEATHING 3° xl'.148" 1@d S.S. ooF - 4" tI Notes; N.T.S. IN THE PLANE OF THE WEBS 1. Where more than one strap is used, multiply the uplift capacity by the number of straps. 3/4j" uJq�L S{-�E[1TI-Ij�j 2'�2 x .131 SHARINGNK EpCsES - 4 SHANK Example: * of straps 2D Mark 2x124@lbs = 2400 Ibs uplift capacity 2. The uplift for each truss/girder is less than or equal to the uplift capacity for the ALL ROOF / WALL SHEATHING NAILED �•" Q.C. specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY !�"� � Pti �"° NOTES: that any unmarked trusses have an uplift range from 1 to 9@@ Ibs). ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) � 1. HANp NAILING MAY BE USEp IN LIEU OF POWER DRIVEN FASTNERS ' 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, any unmarked trusses have an uplift range from 1 to 14-15 lbs). ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN s. 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ix BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. DESIGNED Bit' RATIONAL ANALYSIS FOR THE ACTUAL LATERAL � ���� � 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS engineer's approval. LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE.. TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. POURED SOLID W/ BLOCK AND BEAM ABOVE #.x 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. GABLE END TRUSS (IF APPLICABLE), �p SEE ROOF PLAN�� MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR "p�X PROVIDE 1/8" SPACING AT PANEL EDGES TO WALL = 400 LBS PARALLEL TO WALL = 360 LBS H APA 4e/2e 3/4° 3� I r APAEXP40i2 I, C-D PRE-ENG. WOOD TRUSSES �� - a PLYWOOD SHEATHING •• � e 24" O/C (SEE ROOF PLAN) �- 3 G14 GENERAL NOTES b �� �•�, ©• ��`�"� �� NOTES O ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING PROVIDE 2x4 5LOGIGI ALL PLYUIOOD SE BETWEEN IST (W TRJSSEs `� D DTOP OF BM NAIL SEAM w/ led • 4" O/C ( �� LATERAL GRACING IF 21�rJ8 EACH SIDE OF SEAM �� REQUIRED (SEE TYP. TOP OF BEAM 2250 EL. 33'-4" LOWER ROOF WALL SECTION) NAILING SCHEDULE (BLOCKING DIAPHRAGM) EL. 33'-4" TOP OF BEAM EL. 12'-0" PA SPACE A7 O EDGE NAILING Ied • 4" O.G. _ PANEL ENDS ® INTERMEDIATE NAILING ied 4" O.C.121 Q3 SOU -CRY NAILING led 4" O.C. I III I i I I I I I I �+ �I i 1 t I I I I I I 1 I I 1 I I I I III i END BLOCKIW% ® COWER NAILING led � 4" O.G. I .= BEHIND FASCIA :.::.�.�:.: ■ ■ ■ ■ :: � i'i'::i i'i'i'i'�:i'::: ■ ■ ■ ::. BOND BEAM OR TIE REAM (sEE \ i III ?— GBtI T�I IP. —T t B 4 � tY TYP. WALL SECTION) ■ \ / - I m O W IIIIIIIIIIIIIII z III 1 I I i I I I I I i I I 1 I i I I i I I I I I I I I III "" i [Q WOO ?©OT ��M T1F—� 1T* 1 ,�.TT�G�--�M 1�.�T L'��T�, f 1_ m q - - T� o f ��� r rr W ■ '- U I11 I I i i I I I I I i I i 1 I I I I I I 1 I I I I i I III I I i EL. 36 -4 _ ■ _ _ ( _ ■ TOP OF BEAM ; E I I I I I I ■ III I I I I i I i I 1 I I I I I I I I I I I I ■ I i III iII I DIRECTION Io.TRUSSES III ORFRAMG. I ) I I I I I I I I 24" O.C. . , III I I 1 I 1 I I 1 I I i I I I I I I I!I 1 I III s I I■ GE3-81 I III � DIAPHRAGM 130UNDRY Q � U •:•::: �II ( I--- �---���� I i ( ( I - ■ I I 111 I I I I I {[I m y PL ruJoo.D FL CORI PROOF 15 .4R L )44PN,46M SGN CAUL - - - III ! I i i I l I i l i I I I I I i i I III t zo _1 mill A - - - —111 I I III I I I I I •::{[ O D A 3 2 GE3 1 ■ I I i I I I i ` I I I I I I 1 I I III a �' o a 2. II i I I I III I I ca -- I )) I I I �. I I III ,r 12 O> 2 < O 14' I III III 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 III 1 I pl � i I■ GS-BI I III I I I I I I I I I I I III r ■ I -� 3 � � I III I 1 I � I I I I I I I I i I I i I I I I 1 I I I i III i I III I ��• V 1 GB 2 a _ 4 4 2 A II I:.:. HiP ROOF i@ < 0 S 45" CORNER DISTANCE: A= 4 FEET iN ALL CASES TOP OF BEAM � GIB j TOP OF BEAM EL. 33'-4" TYPICAL EL, 33'-4" PANEL FRAM'G. MIN. NAIL SPACING Cor'MON 1451 D GRADE TRUSS PANEL g DIAPH 6 OTHER REMARKS 2sa58 225m SPCG. THICKNESS BOUNDRIES PANEL EDGES NAIL SIZE D 215sa D AP ATRHATE 2'-@" 3/4" 4" ZONE 12 4" Is ZONE i i@d. S.S. UNBLOCKED DIAPHRAGM OF i ExP. I MAX. MIN,243R SE4ANK uxo. ON PLAN 4" g ZONE 3 4" � ZONE A APA RATED TtG GLUE AND SCREWED ------------------- UxO.ONPLAN A-5 ROOF FRAMING 1 /4"=1 ' -0" AND LOWER RO F AT I7NTRY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N o Mp CIL 0. �w W) O 0 OLU W W Z y 11 Z �w °>L m'q tti Z 0 �F_ J 31 V V) 3m N Z O U �U vw "° K mi I L _J o G C� C / U_J Q z W C)o W F .. Q W o U w m J O 0 N'e� E Drawn by. MOH HVN Project No. Codd File NO.: v Sheet No: 5.4 A of --sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3r%" METAL PLATE N 2x& SAFEGUARD TOP TOP 4 BOT. �— 1/4 COUNTERSUNK TOP BARS STD. HOOK 36x DIAM. LAG SCREWS (1 EA. PICKET) FIRST STIRRUP 35%" VERT. METAL C25 a J 9 STUDS 6 I o" O/C STANDINGS SEAM METAL ROOF INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 " " Z UNCONDITIONED SPACES SEE ANCHOR SCHEDULE --- VERIFY w/ CONTRACTOR ® ROOF PLAN FOR TIE DOWNS O —� 21 2' 2X6 TRUSSES PRE-ENGS. ROOF 2X6 TEB. TRUSSES 24" O.G. M � 0 f BOTT. BARS I „ i2 GYP. BD. OR SPRAY 6" FOAM INSULATION M.R. (GREEN) GYP BD. AL MINIUMS ALUMINIUM R-22. Z 0 2x2 PICKET SPACED TO AT UJET AREAS DRIP EDCSE DOUBLE TRUSS STRAFING O REJECT 4" pIA. BALL. (VERIFY W1 OWNER FOR STYLE) Li L2 L3 08 FRAMING SREW FROM TRACK n TOP of BEAM VARIES O0 H NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A TO STUDS TYPICAL (SEE ROOF PLAN) • IX O >L � MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. „ X I „ TAPCON 6 24„ O.C. 2x6 R.S. CEDAR • I • Ix2 ROOF EDGE. CEDAR 2'-0" .H. D P.T. lx3 FIRESTOP CONT. 4—READ CONC. SLAB 41 8"x12" CONC. TIE BEAM w/ 4-05 0 CONT. U.N.O.1/4„ COUNTERSUNK LAG SCREWS N EA. PICKET) DECORATE OUTLOOK STA IR L-8 STEEL PLACEMENT L-1 1 INTERIOR WALLS SEE ELEVATION R-9 MASONRY CORE FILL INSULATION NOTE: COMBINE INTERIOR INSULATI STRINGER STUCCO LAP SIDDINGS ON SECOND FLOOR s ABV. P.T. lx3 FIRESTOP CONT. AND CONCRETE BLOCK = R-20 R-9 MASONRY CORE FILL INSULATION N.T.S. N.T.S. NON BEARING WALL 1-1/2" BLK RCCESSE 1/2" GYPSUM BOARD CONT. RE -BAR ON P.T. MTL FRAMING PURRING® 16 "O.C. �/ K 8" CONCRETE DETAIL TOP GONT. E3�R5 t� 70P OF BEAM VARIES (SEE PLAN) HOLLOW CORE SPLGE AT M I D5PAN , -�� -- Q-------_------ a 4 NOTE: ONLY AS REQ'D '°--a_ _------' °---- HANDRAILS TO RETURN TO WALL STUCCO BAND SEE ELEVATION 0 OR END AT TERMINAL POST „G„ BAR "D" BAR 0.30 L2 "Ell BAR OR L3 " '� ' - UNDERSIDE OF LOORINGS DECK Q OVER AC. SPACES WILL RECIEVE ut CREATE R-19 SPRAY FOAM INSULATION = 030 030 030 LI LI OR L2 Li OR L2 GREATER � CsREATER GANT. L SPAN CONC, TIE BEAM SEE BEAM SCHEDULES -- DROP CEILINGS HEIGHT VARIES FLOOR STRUCTURE g%" SMOOTH STUCCO ON ''/2" GYPSUM BOARD "O.C. FIRST FLOOR ON P.T. MTL FRAMING FURRING m 16 0.125 0.125 0.125 R-9 MASONRY CORE FILL INSULATION NOTE&: HEADER OR GIRDER TRUSS LI BOTT. LI L2 GONT. i 6 BOTT. 0.125 BOTT. GONT. L2 GONT. OVERLAP VERT DOWELS R-11 FOAM INSULATION (2R. +TR = 24 TO 2 S) 6" �� �� B MIN. 4'-8„ (SEE FOUND. PLAN HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED „ 1.2 + 1.2„ + 1ID�� = 24.4" MIN B" BAR MIN 6" MIN. BARS FOR SIZE 4 LOCATION) FOR A CONCENTRATED LOAD OF 200 LB .................. 1-1/2" BLK RCCESSE APPLIED ANY POINT AND IN ANY DIRECTION.CANTILIVER FIN. GRADE WOOD BASE H HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" \ 2x TREADS \\ LI 5FAN LZ 23 FIN. FLR 6 �ELEV. a• SAFE GUARD RAILS HEIGHT 42" MINIMUM NAILED AND .4 0- L_ x . . x" f Xx a • x ^ T— SET IN MASTIC ," ,° °� °° NOTE: D BAR5 ARE TO BE USED AT BOTH EN05 OF A SPAN UNLE- 5 D BARS —v 1 � % GRADE BEAM \ \ \ FIN. FLOOR FROM ADJACENT SPAN ARE GREATER OR "G" BAR5 OR "E" BARS ARE REQUIRED 2x12 STRINGER \ — CONCRETE PILINGS `\ BEAM RE I NFORG I NO STIRRUP/#� END SEE PILINGS PLAN 3/G - #S CL05ED G F.T. 2x4 BOT. N.T.S. 2/H = *2 H000F5 PLATE OR APPV'D EQUAL. F-8 BEAM REINFORCING DETAIL F 14 TYP. WALL SECTION N.T.S. 1/4 "=1 1_10" F-1 TYPICAL INTERIOR STAIR & RAIL DETAILS N.T.S. 36" H. STAIR RAILING W1 PICKETS AT 4" O.C. MAX. STYLE AND DESIGN AS SELECTED BY OWNER L 6IMR50N LT512 5TRAP NA1L5 ELEV. EX15TING 2ND F OOR TO SACK OF LEDGER UJ/4 10d NAILS TOP OF-2ND FLR - - - - - - - - - AND UJ/4d NA1L5 TO TRU55E5 Ix 0oo 2X�0 LEDGER W/ "XY TA1zGON 2"x6" JOISTSAT 16AT O.C. G .Ju 1 D I AT �011 O.C. 5TA(�GED PROVIDE FIRE STOP AT MI POINT CONTINUOUS BARS 4) EXTEND TO (T''PICAL TOE' AND E30TTOM) 1 of EACH RUN OF STAIR WITHIN 1 1/2" OF FORMS FOR BEAMS, 1 2" FOR FTGS 0 SEE SCHEDULE - 2 112 G 12" .0 - ---- SIMPSON LU828 OR AT CONTRACTORS OPTION, PROVIDE EQUAL AT EA..STAIR CORNER BARS SAME SIZE 4 NUMBER AS STRINGER BEAM OR FTG WITH GREATEST TOTAL I 1 C AREA OF STEEL IN LIEU OF STD 9ID° ACI 2-2"X12" LEDGE 1" FINISH TREAD HOOKS 0 LAP BARS 48 BAR? EACH LEG. ATTACHED TY LL U1/ 5/8" X -1 1/2" L W DCxE 3/4" CDX.RISER i SUB TREAD STANDARD 9ID° AGI HOOKS ANCHORS W1A ERS H � 12" O.G St RED 1 ' 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILTI PINS OR EQUAL AT 12" C/C. — NAIL STRINGER TO LEDGER W1 16-d NAILS I I STAGGERED. L 11 g\_51mf=15ON LU52(o UJ/4-1001 NAILS ELEV. +0'-0" TO TRUSSES 4 lOd NA125 FINISH FOR. > v s e s d s s e> I-s 4 W. " > s 1, NOTE: AT BEAMS W1 GONG TO LEDGER COLUMNS BELOW 0 HOOK BARS DOWN INTO COLUMNS 4 LAP e VERTS A A-1 CORNER BEAM A-7 LEDGER DETAIL A-12 TYPICAL STAIR DETAIL NTS FOOTING SIMILAR N.T.S. AT ROOF TO CONCRETE WALL NTS. 1 11 1 12 13 14 15 16 1 107 2 3 4 5 6 7 8 9 10 WM a W C �W a � n N M ' o O (NN ,N 'N1c c �Ma0, M 0, o N K o� W W Z 1� Z W > m L a M J U u W 3m O W >U ° K W C.� o CD a W Q � U W(DL z z F m af U Lu Lu Q o U Lm w o C:) CC) � E 6 cn Q Drawn by: MOH HVN Project No. Cadd File NO.: Sheet No: 5-5 of --sheets 11 L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ELECTRICAL LEGEND N g ELECTRIC METER 0 ELECTRIC PANEL 1 CY A/C DISCONNECT ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ® 240 VOLT RECEPTACLE VT I I 3 _ I( II _ DUPLEX OUTLET 1 1II _ �I DUPLEX OUTLET - HALF SWITCHED ■ VERIFY wi OWNER 9�FIT ABV. Ile" ACTUAL LOCATION _ ' ` db "- W P. i r-----------------7 r------------------1 r-----------------� ! _ _ _ r --- F �■ WEATHER PROOF DUPLEX OUTLET 11 , ,11LI1, li I , I I I Il,u GsF.C.I. I I I I 1 I I 1--_�Lluu FLOOR OUTLET �! + I\ 1 I I `,� I 1 TELEPHONE JACK ( I (o'-8"AFF. ■ I I I �' �_�__I TELEVISION JACK I ! `; '.. ; ,- I 4*0 t0 u 5t 1R I I I I I \\ u. I ■ ■ ■---------------------- OV CENTRAL VAC. HOSE OUTLET L-----1 J `------------------' '----------+-------J ! I _._ , 34 WALL SWITCH II'tD i '�' � — — — — I FAN 44' 3-WAY WALL SWITCH i i i i i (} i i i ! '. % I I\ / I i % ■ ALL SWITCH i i -•._I ` 34" 4-WAY W ----- --- ._._ _ --------_-- b'4Q DIMMER WALL SWITCH ! i i !'I�>4 I I\oo i i i �/ vf'`- _ ' I 14,4x MOTION WALL SWITCH ! ------------r----------- ------------Ji _ ......... 1I II ` ■ ro -8"AFF. I Q PUSH BUTTON SWITCH i i i i FLOOR RI3CI:PT. '--'J I i i ; ~` E �� ■ ' I-'' PANTRY_ -._'_._'-'_ _ WALL OR CLCx. MOUNTED FIXTURE J. BOX 1 JUNCTION 5OX I -_ L____________'_\ ----------------J L!I m 1 \ ` PC-4y PULL CORD FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE I----i FLOUizESCENT LIGHT FIXTURE ! !{ 1 ; FAN ! ` O _------- AFF—7 RM LooPNDANT 5011FD LIGHTS O EXHAUST FAN - - _ _ -- - - - - - - -\�\ p INN I Nr,-:; DISHWASHER, - I SWIC ®C CABON MONOXIDE DETECTOR t SMOKE DETECTOR COMBO ` - UNDER O TER % ■ I + UNDER COUNTER `'.. \ OVEN I ! OT THERMOSTAT I ' moo DBL % + _ _ _ _ _ _ 8T SPRINKLER TIMER `� '' 1—�� uoil 0 INTERCOM----------- ----------------------------------------- 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ K/P SECURITY SYSTEM KEYPAD ` �-'- KITCHEN HOOD MOTION DETECTOR 00 o CHIME E) DOOR ALARM SOUND WHEN OPNED H G-15 SECOND LEVEL 1/4 "=1'-0" G -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPkL THE LOCATION SERVICE AND SHALL LOCATE THE METER # PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE WP�GF i -ALL OUTLET 5OXE5 FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN PRATED WALLS HB MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IIII■ ■ (PROVIDE OPTIONAL GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) ■ -- ■ I — — I I ----------------- F— GFI I I._._.._._.._._ ._._I I I I I p II I - "�I ► ► ► I �� _ I ' NON-I-�,4�ITA�L EOIER ENTRY -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.G.I. TYPE. - 20 AMP- CIRCUIT \ (� / -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CL05ED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR , ■ �`. _s -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: ■ '� ® `;/' WALL HUNG TELEPHONE 56" AFF �0 8 AFF Iy� + TELEPHONE JACKS 12" AFF 11 ,`' NON-Iij�k�IT�4�1� ! �� '+ -_-db 0 �J AI i' ' 2i� n lr'` I ..2'-0 AFF LIGHT SWITCHES 40" AFF --- �` - ■ RECEPTACLES 12" AFF `, ` i I ( ( I ;i 'ti ■ ■ ■ ■ ■ ■ ■ ■ ■ E TELEVISION JACKS 12" AFF ._._.-._.-._._._._ __. - ; ■ , ■ ■ ■ ■ ' . ■ ■ ■ ro 8" AFF - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) �i `' — — — — ■ ' ! POTABLE GENERATOR PLUG -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR !� {QII ABOVE AFF. OR R411 TELEPHONE EQUIPMENT INSTALLATION. ! 1 I u. I ■ '�V -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO I ! ■ ' AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. I PATIO -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC I COVERED ' - _ _. ,D ■ NON -N,457,45LE 5FA ++'� I , UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. i D -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. ■ i i . i -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT----- BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALAS" I SYSTEM. 1 i i i i i -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK : THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS ! ' I � I G-4 -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN.O•) it FAN (% iy G7'..'tRAGE 1 1 , - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEG21OB2 ALL 125 VOLTS 15 f 20 AMP. RECEPTACLE ! 6'-S"AFF NON-�4BIT>4BL 5P>4C NUJN CAR CHARGER 0' tit 1 ii 1 1_� ----------'----•--- ' ■ I� �I I� �I ■ _ i ■ ni --------------------------------- ■ I— — — —� — — —1 � k 6'-8" AFF ■ ■ ■ _ ■ ■ ■ ■ _ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B 15 VERIFY W/ OMER � 11 IV/ FOR ACTUAL LOCATION A A-5 FIRST LEVEL 1 /4It= 1'-0It 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 N a m �. to 0, M v P �V ®W vc z z 00 �z W > L 0 � m� �M x uJ � w N 3m r �U V w "O K Lu U W�Q G CD E C) n, � z Woo F m � U o W _W Q L.L. U m 0 O � � m�00c/ 0 E H U Q<C Drawn by: MOH H N Project No. Cadd File NO.: 01 Sheet No: Eoii A of --sheets a. o .� o a r m � N W N � (`M j c (V 10 `m J : LO 0' M V) QW W Z y z m M 3= V) W m 3� �0 0W 'U K Q CZ -1 (D n- O J L Q U 0 � = U W N W 0 � CD 0 3:> z WC/-)o =D E m � U W W o Q w m 0 O 00 c/-) M 0 0- E U Q Drawn by. MOH HVN Project No. Cadd File NO.: D Sheet No: (F- 02 a of --sheets