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HomeMy WebLinkAboutBuilding PlanA CUSTOM HOME FOR: R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DE5IGN 5E15MIC DE51GN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT FLOOD HAZARDS AIR FREEZING MEAN ANNUAL SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE SCE/\RCE REQUIRED INDEX TEMP MPH. EFFECTS DEPTH 110 MPH. EXPOSURE "p" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE. 6.0 NA. NA. 4816 VVATERSONG WAY, LOT 35 ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS ABREVIATIONS SYMBOLS 2 DETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: ACOUS. ACOUSTICAL LB AV. LAVATORY A-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 ai SHEET NUMBER THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, AND ANCHORAGE FOR FINAL INSTALLATION. ALUM. ALUMINUM L.W. LIGHT WEIGHT SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY ALT. ALTERNATE NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE ANOD. M.O. ANODIZED MFTR. MASONRY OPENING MANUFACTURER N /'\ 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 MAT. MASONRY a SECTION REFERENCE a3 ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN APPROX. APPROXIMATE MAT. MATERIAL SHEET NUMBER 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. MAX. ARCHITECT(URAL) MACH. MAXIMUM MECHANICAL ROOM REFERENCE F, 0-21 ROOM NUMBER NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. @ AT MTL. 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 g� g BOTH DFACES MIN. MISC. MINIMUM MISCELLANEOUS DOOR REFERENCE O DOOR 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. ING BUIL� MTD. 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 BILK. BLKG. BLO K MUL. BLOCKING MULLION WINDOW REFERENCE O WINDOW NUMBER PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS CLEARLY INDICATE WORK AND MATERIALS SUPPLIED THE TRUSS MANUFACTURER AND THE BM, BEAMN.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. O TOM 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 0 BOTTOM OF NOTE REFERENCE O REFERENCE NUMBER FIRESTOPS CAB. O.C. CABINET ON CENTER CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT CPT. CARPET O.D. OUTSIDE DIAMETERZ 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.I. 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. CEM 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 8E SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED CEM. CEM NT OFF. OFFICE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET. CER. CERMIC 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 OPP. CEILING 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 RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. CLR. CLEAR PLAS. PL PLASTER PLYWOOD FLORIDA BUILDING CODE, EDITION 2020 (1th EDITION) CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. CL. CLOSET PLAAN.M. PLASTIC LAMINATED 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. PAIR FLORIDA E5UILDING CODE:- RESIDENTIAL 2020 (Ith EDITION) FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. CMU CONCRETE MASONRY PRCST. RTER SQUARE FOOT AND COMf=LIANClE WITH SEC. 3109.4 4 R3223.B 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 UNIT P.S.F. CONSTRUCTION P.S.1. POUNDS PER SQUARE INCH FLORIDA 5UILDING AND RESIDENTIAL CODES DESIGN ELEVATIONS IS BASE FLOOD: 6'+i' COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. CONST. 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- RESIDENPAL 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 - f'm PSI 1500 FOR MASONRY - 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES COMB. CONC. COM31NATION CONCRETE RAD. RADIUS OCCUPANCY 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 IN THICKNESS. CONN. CONNECTION RADN RADIATOR, RADIATION CONSTRUCTION TYPE : TYPE V, MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. . ENGINEER OR HIS DESIGNATED REPRESENTATIVETEST EACH TYPE, CLASS AND GRADE OF CONT. CONTINUOUS R. RISER BUILDING DESIGNED AS: ENCLOSED 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 REINF. COUNTERSUNK REVS. REINFORCE REVERSED BUILDING HEIGHT: LE55 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 READ. REQUIRED MEAN ROOF HEIGHT: 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. DTL. DECORATIVE S.C. DETAIL SOLID CORE WIND PRESSURE SPEED: ASCE CHAPTER 1, 110 MPH ROOF SHEATHING NOTES: DIA. SCHD. DIAMETER SEAL. SCHEDULE SEALANT (3 -SEC. GUST) FOR ENCLOSED BUILDING DESIGN ELEVATIONS IS BASE FLOOD: &Y' FRAMING: DIAG. DIAGONAL SEC. SECTION DIM. DIMENSION ALL ROOF SHEATHING TO BE 3/4" THICK COX PLYWOOD SHEATHING. DIFF. DO. DIFFJSER SERV. DITT� SHT. SERVICE SHEET TOP CHORD LIVE LOAD: 20 LB. PSF ROOF TOP CHORD DEAD LOAD: 16 LB, PSF 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 OVER TWO OR MORE SPANS. DBL. D.F. DOU3LE SIN. DOUGLAS FIR S.O. SIMILAR SHUT-OFF BOTTOM CHORD LIVE LOAD: 10 LB. PSF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., DN. DOWN SL. SLIDING 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. D.S. DOWN SPOUT S. SOUTH BOTTOM CHORD DEAD LOAD: 10 LB, PSF FLOOR LIVE LOAD TOTAL : 40 LB. PSF 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 DWG. DRAWING SPEC. SPECIFICATION PANEL MANUFACTURER D. DRAIN SQ. SQUARE FLOOR LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER S.F. SQUARE FOOT FLOOR DEAD LOAD TOTAL: 10 LB. PSF CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL PLANTER WATERPROOFING: EA EACH EAST SST. STAINLESS STEEL IMPORTANCE / USE FACTOR: 1.0 Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K EMER. STD. EMERGENCY 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. ELELEVATION . 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 SUS, EQUAL 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. SW. EQUIPMENT SWITCH SHALL BE SECURELY SPIKED TOGETHER. EST. SYM. ESTIMATE(D) 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. E.J. EXISTING TEMP EXPANSION JOINT 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. F FR4. FACE OF FINISH T FACE OF MASONRY T�O B TOP & BOTTOM TOP OF AREA TABULATION FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP COMPLY MTH 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 HOSE TOP OF CURB NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS F.H. FP. FIRE TW FIRJROOF T.O.C. TOP OF WALL TOP OF CHIMNEY WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SPECIFICATIONS FOR WOOD CONSTRUCTION. SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE FIN. FINISH T.O.FR. TOP OF FRAMING SLABS 3/4" CLR. BE MARKED BY AGENCY RESIDENTIAL 2020 (7th ED) FLR. F.D. FLOOR T.O.L. FLOOR DRAIN TOP OF LEDGER FIRST LEVEL = 1128 SF. 10,524 CF. EACH PIECE OF LUMBER SHALL GRADE AN CATEGORY 1 - 150 LB. IMPACT TEST FLG. FLASHING T.O.P. TOP OF PLATE SECOND LEVEL = 1539 SF. 18,468 CF. BEAMS 1-1/2" CLR TO STIRRUPS CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS CATEGORY 11 - 400 LB. IMPACT TEST FLUSH T.P. TOILET PAPER HOLDER THIRD LEVEL = 1687 SF. 15,740 CF. COMMITTEE. FL. FLUORESCENT COLUMNS 1 CLR. TO TIES VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FT. TYP. FOOT/FEET TYPICAL TOTAL UNDER AIR 4352 SF. 44,732 CF. -1/2" / PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, FTG. FOOTING UL UNDERWRITERS LABORATORY WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION - N01IFY 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 ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN GA. GALV. GAUGE GALVANIZED UTIL. UTILITY BEACH TERRACE = 275 SF. f��G ey CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING N07 MORE THAN 44" ABOVE GB GRAB BAR CONTRACTOR VB. V VAPRO BARRIER VENEER BALCONY - 326 SF. GC. GENERAL COVERED PATIO = 271 SF. G 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 LATEST EDITION". GR. GRADE GYPSUM BOARD VERT. W.F. VERTICAL WALL GARAGE. = 607 SF. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, PROVIDE 3 - 2 x 4 MIN. POST NAILED TOGETHER W 16d NAILS 4" O.C. (MIN.) / FINISH NOTES: GYP. W.0 FABRIC WATERPROOFING �� TOTAL UNDER ROOF 5864 SF. � AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER W.C. WATER CLOSET ��• FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI HWD. HARDWOOD W.H. WATER HEATER 36 BAR DIA. OR V-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) HT�G� HEIGHT TANG H M.' HOLLOW METAL WD. WITHOUT 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 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 AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. STANDARD BUILDING CODES. H.S. HVAC HAND SHOWER HEATINGLVENTILATION 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 CONDDITIONING & AND 2.1 FIRST FLOOR PLAN S-2 SLAB PLAN "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB INCL. INCLUDE I ANGLE 2.2 SECOND FLOOR PLAN REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TILE, CARPET FINISH SELECTED BY OWNER. IN INCH © S-3 HOLOWCORE PLANS ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED . IN INSULATION AT PLUMBING RISER S-4 ROOFING PLAN VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: INT. INTERIOR CL CENTER LINE 3.1 FRONT &REAR ELEVATIONS ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD JB. JUNCTION BOX 0 DIAMETER OR ROUND POUND OR NUMBER 3.2 LEFT ELEVATION S-5 DETAILS SHEET ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. K K.O..O. KNOCK OUT 3.3 RIGHT ELEVATION E-1 ELECTRICAL PLAN BUILDING SECTIONS & E-2 PANEL SCHEDULES ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISM.3.4 3.5 DOOR &WINDOW DETAILS & SCHEDULES Revisions: CD PROGRESS 12-08-21 PERMIT SET 12-17-21 W U z W Q Q O 0 -) VNN � O Q (�zz oUoo LAj I 1� � U W LLJ OO W Q 3 U J V' U s' ) V --5 C/J m ro N i LO 00 m u) o 0 ] E N L0 Lo o r) zn 0 0 M -0 c c Q) o a � ',. ice.. O 3 00 o N M o N J O v "o a. r* "o z Q z �d w LL Job Number: Design By: HVN Revised By: FRP Date: MARCH 2O21 Sheet Number NO, " 2 C 0 5 7 0 10 12 13 1 4- 15 16 N J F E 0 HOLLOWCORE PLANK SEE STRUCTURE PLAN 2x4 IT. PLATE WITH 4"x3" TAPCON COMMENCING 3" FROM EACH END THEN 12"O.C. SIMPSON H3 CLIP W/ 4-Sol NAILS TOP PLATE AND EACH STUDS (TYPICAL TOP 4 BOTTOM) 2x4 PT. WOOD STUD * 12"O.C. %11 COX PLYWOOD BOTH SIDE OF WALL NAIL W/ •Sd NAILS *I6" OC. TO ALL FRAMING MEMBER 2x4 PT, BLOCKING a 6'-0" FROM FINISH FLOOR NAIL EACH SIDE W/ 2-16d NAILS AT EACH END ''y' MOISTURE GYP. BD. BOTH SIDE INSUL. AT SELECTED AREA AND TYPICAL BETWEEN COND. A UNCONDITIONED SPACES VERIFY w/ CONTRACTOR 2x4 PT. PLATE WITH 4"x4" TAPCON COMMENCING 3" FROM EACH END THEN 12"O.C. CONC. SLAB cor BNe" METAL PLATE TOP 4 BOT. 3r%" VERT. METAL (25 ga.) STUDS m 16" O/C INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 UNCONDITIONED SPACES VERIFY W/ CONTRACTOR 1/2 " GYP, BD, OR 1/2 " M.R. (GREEN) GYP BD. AT WET AREAS *8 FRAMING SKEW FROM TRACK TO STUDS TYPICAL J"X 1 J" TAPCON m 24" O.G. K-4 INTERIOR SHEARWALL K-7 INTERIOR WALLS N.T.S. NOTE: ALL WOOD TO BE #2 PT YELLOW PINE MIN. Fy--1150 psi N.T.S. NON BEARING WALL W 1ONE LAYER ON BOTH SIDE EOF STUDS DS r OR 6- METAL STUDSBOARD2" GYPSUM @ 6 D D.C.C. ATBEARING O.C. WALL O2 ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD ® 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2020 (SEE PLAN FOR WALL SIZE) r 7/8" STUCCO ON 5/8" COX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF ., 2x 6 STUDS ® 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY WALL TYPES ��� � • �� L r� .. CW s 1 ' ` i 1 5/8' STUCCO ON 8' CONCRETE BLOCK. GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE °W1 NOTE FILLED CELL COLUMN MAX. 32" SPACING WA 't I� �4 l E13 ( PLUMBING RISER DIAGRAM 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 5. ALL FIX GLASS SHALL BE 1/4" THICK (U.N.O.) 6. 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 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. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 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 302.5 OF FLORIDA RESIDENTIAL CODE 2020 EDITION. 12, GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.G.. R-1023 13, CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102A 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, 5.1 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 FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. 1 FIRST LEVEL 2 GENERAL NOTI-S 1 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 IL H m win OM a ('4 04 �110 I J : G '0 y eP �V) fA OuJ W uJ ul =z W ca J 0 m� M yz 0J � 0 w 3= V w m 3� �Z °<w •lu �o N M L K W U � W LC) Ora o cje) __Jo WaL_ ry 3: >= F c� I— W z z o U O 0 O N u� � U LLJW ;2W Q Q 3: U = `) E ¢ V J ---I Cl) Drawn by. MOH HVN Project No. Cadd File NO.: �i A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 698„ WALL_ TYPES N M L JK LJ W q ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH 5 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" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF VAL 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY 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 "Will' 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 42" HAND RAIL TO 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS REJECT A 4" SPHERE TYR 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" TIHC< 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 AMIINIM NO. 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WINDOW NOTE H EGRE58 WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN NOTE 20" IN WIDTH, 24" IN HIZIGHT, 51 5QFT. IN AREA W/ THE BOTTOM OF FILLED CELL COLUMN MAX. 32" SPACING 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 D G -1 SECOND LEVEL VERIFY ALL MASONRY 4 WOOD FRAME OPENING SITES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF z, CONFLICT EXISTS. G g 4'-0" L II'-4" 15'-I1/2" 8'-111 22'-I1/2" r V v LAUNDRY CHUTE SIZE, LOCATION OO OEG SS O VERIFY V OWNER F E 0 D C 0 m N 14'-101/2" 6'.I V2° 12'-3° 51.81, 1T-4' 181.511 Y m" LAUNDRY CHUTE 3 O G G O SIZE, LOCATION VERIFY W/ OWNER 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ #. ' -- ------------------' --------------'--'---- _____________ o 0 0 0 00 - �n 42 HAND RAIL REJECT A 4" to HERE TYR - - ul 2-1880 ■ n I 0 i I I 31 / I_611 40 21 D J L 11 31_411 / 1_mll I V 11 DIN RM 1 KITCHEN T I i, ■ 1 LAUNDRY 2-20W I - ---- 4 5E121_Dml Y- r---------------- r_______—_______� r—________ _____� _O _ l CRLGM. , EGRE55■ I 1 1 1 1 1 1 1 I I (2) 28W W/ TIl I i !I I! ! !---------------- ' I j ` ' N ❑2 ---------------- ---------------- I 1 I I I 1 I rlll 11 I I 1 1 1 I I 1 � 1 11 1 I 1 2E80 ■ `- �' - ■ S= IN i i i l i ' I r I i " I 1 1 I 1 1 1 1 OCEAN ROOM I B 1 - ■ ■ I COVERED I ! I 11 i T� BATH 4 N■ I BALCONY I0 --------------J------------ - L------ --- ----------------; ;----------------1 ;---------- -----110111\ ---- ; e / I \ / ( 42 LOWER WALL F 1 11 1 0 1 II 13. 1_ 11 81i I 1 1 20 8 1 1 I 2'_211 41_/ 11 11_811 v O 11,'b" ' 41.011 I I 4 �8,N211 11 1 1 I I I I I I 42" HAND RAIL TO REJECT A 4" Iola I ! w SPHERE iYP. NOTE 6- I I ! ! �. I r---------------- i r---------------- i r__-_______ __ i I I 1 1 11 11 1 I ( I I I 1 1 1 1 e POWDER O 1 I I 1 I 1 ARCH = I 1 I 1 1 1 ! - (IIIIII 1 1 1 (IIIIII I v 1 S1.011 ■ ; ---�_-_ SOpFFITY 13 011 I 41.211 - 4'-411 21_ 31.811 Z m ■ 4 � ALlV I IS R g 11 I 1_ 11� .3 1 + + .3 ' + z I0 T 2 ) b' I p ■ -�- - ! I I <4 2880 --------------- e ■ - --- --- ---------- mill ILL I■II I Ill■ ■1111775 ■71111 Itull■ ■j I 1110 011111111111110 loll I I I I I I I 101■ Im O O OC (2) O -011 5'-011 3'-0" 5'-II/2" 13'-9" 22'-21/2" T-II1/2" 5'-11/2" 63'41 51_011 11_011 e ■ © EGRESS I 8,1 i ai 2480 W I c" 2680 5ATH 2 = BED RM 2 9'-d" GLG, III_piI _ E24W I1 BED RM 3 9'-4" CLG. (31_01, ■ ■ 42 HAND RAIL TO REJECT A 4" SPHERE TYR(5D 1 I COVERED 5ALCONY iA pi m11 e O ■ M. 5EDRM 'i cLG W1 12" TRAY ISI_mp s _ WIC. 51_311 _1 I I 1 11c 1 r,CJ ■ ■ r b� ! ry I 8'-10" v M 2WO = 11'-2" ai 2880 f2 RES80 V TR5M ■ N 13'-4" ■ ■ N - H5 " in ■ ■ ■ ■ 4" 8" 2-20W II121 � - - - i 4'-81 N II' -- ----- 3'-0" N v All _ �s`�aaue� 15'-8 _Fc a _______ --- - _ " ., 31.411 I 11 1 1I 11 19 I0'-3 �� 42" HAND RAIL 70 - 11 REJECT A 4 SPHERE TYR ---- - io I I I I I I I I I I I I I 113' 0" I I I I ( I 11 4'-2 EV. / \ / v - - - - ■ ■ 13'-6 11121 BATH 3 0 ■■ ■ ■ 42" HAND RAIL TO a I 0 OII J F O a 31.2" 1II 11 _ 1 ■ o Iiiii ■ Ua ■ e M.5ATI-4 9'-4" GLG. 26sm O WIC. 91.411 CLG. r 42" HAND I REJECT A 4' SPHERE TYIe=U LOFT 41L TO I I t- I r I I ( I v I ■ ■ f ■ ■ ■ ■ ■ ■ ■ ■7711mll I I ■ mll 11 Ill ilimill■ B O O IS'-5" 30'-111 14'-811 631_811 / I_m1I 61_gll 15'-S° O IV D A-1 THIRD LEVEL G14 GENERAL FILLED C€LL COLUMN MAX. 32" SPACING N E R A L NOTES 1 2 7 4 5 6 7 8 9 10 11 12 13 14 15 16 N Y Insin : 9M CCN Iv h P M h P YO O �V $ ®� uJ — LU N0 mW ; L m v N� 0LL 3= u ow V) 3m ® iU vw K 4 C) C' �l Lam. a U C W LO t� � a � o C) W <C ILL- -3: F � f— W w U C./-) O Lu Lu o W � � V) C 'moo E -DO R V l -_j cf) wn by. Mect HVl`i No. F File NO.: 1 Sheet No: oT--srieets 0 A a I J c� F E D C n in 1 2 3 4 5 6 7 8 9 10 111 12 13 1 14 15 16 FLANCzE T�IHOE APCONS 2"x2" ALUM.TOP. 6" BOTTOM E VERTICAL RAILS = (VERT. 9 45" O/C MAX) NEOPRENE HIP/RIDGE STUCCO '" COVER CLOSURE R = SEALANT FASTNER CLOSURE 26 GAALUMN. COUNTER FLASHING 2" r-s" 2" „ BATTEN WATERPROOF STANDING SEAM MEMBRANE ALUMN_ ROOFING 3 A5.1 DETAIL SHOLUN FOR LUOOD y STANDING SEAM FRAME CONSTRUCTION -'1 DETAILIMILA FOR BLOCK 4" ALUMN.. ROOFING r CONSTCTION 26 GA. GALV. METAL e„ VALLEY FLASHING SEALANT ut FASTNER AT 12" O.C. _ z PLYWOOD SEE's' DWGS ALUMN. "L" FLASHING --- , STANDING SEAM °' ALUMN_ ROOFING N 4 73/411 NEOF'RENE SPACER ROOF CLIP s m - a STANDING SEAM CDX PLYWOOD SHEATHING ALUMN_ ROOFING FASTEN VERT.RAILS TO CONC, SLAB ALUM. SHOES FROM RAIL MFR LU/(4)E,/16"x 1-1/2"TAPCON5 A5.1 3 HIP / RIDGE COVER 4 VALLEY DETAIL 5 FLASHING DETAIL 6 RAIL ATTACHMENT EXTE:RIORTRIM PROFILES N.T.S. r N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE ELEVATION MATERIALS KE�fNOTE SYMBOL DESCRIPTION O ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND < SURROUND DECORATE SILL E HEADER O ALUMINIUM LOUVER O DECORATIVE SHUTTER 80 DECORATIVE GONC. BIDING LOOK O Ipp" STUCCO ON SE %a" RIB METAL L� OVER THE BOTTOM TRUSS AT EVERY RIB 9 W/ 2" STAPLES (MIN. Pi+" E (TYPICAL FOR :)P OF TIE BM. w +35'-8" CO BAND n TOP OF TIE BI' g +35'-B" = (43' OF OF 3rd FLOOR n TOP OF 3rd FL +26'-4" g +26'-4" _ (3� nd LEVEL CLG. LINE n 2nd LEVEL CL +24-4" 9 +24'-4" _ (32 id FLOOR n 2nd FOOR PLL +12'-4" o +12'-4" = (20. TOP O. ENTRY IS g +10'-0" = CIS sROUND FLOOR OIL TOP OF GROL ® +0'-O" = (S. U a � e+% W M N W IL M t to J N ® n U 0 PO ! N .a S P ^^ w,w $ v l 0 0, O 0, �V) lk O� W //�� v/ 0 o� L CQ 3 m v � m N M Q � 0 Li 3x V V t/j w m 3� �Z101 U Qw K ® u/ O w w J w W U z WLC) � a o� O Qw W z z oUoo w �QQv pCLii Ln CO Q lJ l I C/-) E Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: ol. A of --sheets 1 12 3 4 5 6 7 8 9 10 1 11 12 1 13 1 14 1 15 1 16 1 2 3 1 4 5 6 7 8 9 10 1 11 12 1 13 1 14 1 15 16 H MAN � u� In FI M � ELEVATION MIATERIAL5 KEYNOTE SYMBOL DESCRIPTION ID ALUMINIUM ROOF O2 EXTERIOR WALLS W! SMOOTH STUCCO O3 12" SQUARE COLUMNS RAISED STUCCO BAND 4 SURROUND Q DECORATE SILL 4 HEADER ALUMINIUM LOUVER O DECORATIVE SHUTTER ® DECORATIVE CONC. SIDING LOOK I TOP OF TIE BM. '^ems +35'-8" _ (43'bb NAVD) v m TOP OF 3rd FLOOR 3rd FLOOR +2io'-4" = (3433 NAVD) OL 2nd LEVEL CLG. LINE g +24'-4" _ (3233 NAVD) 0 2nd FOOR PLAN IS 9 +12'-4" _ (2033 NAVD) A LEFT (NORTH) ELEVATION 1/4 to= 1 ' -0" 1 1 2 3 4 A N V# O NMI a C, P IVI h P O ®L. uj Lu = Z. 11 a h L 0 m v NZ 0" 0 LL = �I 0 U,1 Z w m O < P u w M O K R■ W I I I N7 C s n V l __J ry _ C�) W z z o U O O O III U III m o Q C5 =D —J E � C Qco Drawn by MOH HVN Project No. Card File NO.: 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 1 1 12 1 13 1 14 15 1 16 N M L K H C F L D C B A RIGHT SOUTTH ELEVATION 1 2 3 4 12 F_ TOP OF TIE BM. +35'--8" = C43'.66 NAVD TOP OF 3rd FLOOR +26'-4" = (3433 NAVD) 2nd LEVEL CLGa. LINE n +24'-4" = (3233 N_ gVD)0 2nd FOOR FLAN �A +12'-4" = (2033 NAVD) Ist LEVEL CLGs. LINE n )F° OF GROUND FLOOR m +0'-0" N €o �N ® W a M Eo, O P ®� W _ p Lu `®a Z �i Z W �„ L m� yZ 0 A, 0 v ow V) wm 3> �Z �J 0 w M 0 K W U � W Ln Q Q C) CQ (n v J (D � >-: z z oW U CD0 o � � U z W MW3: Q Q J E � Drawn by MOH NvN Project No. Cadd File NO.: Sheet No: z+ V of --sheets 5 6 7 8 9 10 11 12 13 14 15 16 ®N O o U ®® h 'a :• �P M oP U OuJ w uJ •C z .'� Z w o� L J � m� 0 M ' M J O LL 3= V (n w m 3> �Z o U �w M 0 K W � U W LC) o� cnJ� _o F Cy z z oW Cf)U CD0 LLJ o Fy W M pW3: Q Q =D E "J ¢C�C-Cf, C,-/--) Drawn by. MON NVN Project No. Cadd File NO.: Sheet No: of --sheets C 1= L K PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) 3 4 5 6 8 9 I DING DEPARTMENT PRODUCT P L SUBWTTAL AFF0AVF OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE T EXT. STUCCO CONCRETE BLOCK -) SOLID GROUT IR" DIA EXPANSION BOLTS AT I6" O.C. 6" EMB. PERMA SHIELD (IMPACTED) ANDERSEN CORP tZ) .5/1e x2- 5/4 IANCUNS INIU EACH Cur ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / -70.0 N/A FL-12496.2 2x6 NAILER 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 N/A FL-15905.7 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 N/A FL-16523.02 DOHOI-02 L- 1 0 G MIAMI / DADE N.T.S. SLIDDING GLASS DOOR I SERIES 8100 (IMPACT) WINDOOR 1/4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +65.0 / -70.0 11/03/2021 15-0715.05 MIAMI / DADE FRENCH FRONT DOOR J GARAGE DOOR G ,.J C Q i 1 I O (O 1 I 1 1 PRODUCTS SERIES 450 (IMPACT) HURRICANE (MASTER IMPACT) ENGLERT ALUM. STANDING SEAM. MODEL 2000 ROOFING UNDERLAYMENT OVEN CORNING WEATHERLOCK METAL STUCCO I NA. CGI WINDOWS 1/4"x2- 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +90.0 / -90.0 11/09/2021 16-0329.04 MIAMI / DADE DAB 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / -64.0 02/20/2020 15-0304.02 MIAMI / DADE MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE _ LOC 1"S.S' +/- 128.4 TAS112 08/23/2021 FL-127512 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 NA. STUCCO ON METAL LATH +/- 49 NA. NA. MIAMI / DADE MK SIZE/ MODEL LOCATION COUNT MANUFACTURE GLA55 PRODUCT APPROVAL NO. I� 28W FRENCH CABANA O ANDERSEN FL-14285.3 ❑2 54W FRENCH FLEX AREA, EEDRM 3, BEDRM 4 01 ANDERSEN 3/16" IMPACT FL-14285. 3 lin0 ❑3 6080 FRENCH ENTRY OR 0) (D ANDERSEN 3/16" IMPACT FL-14285. 3 Q � 16090 SLOG GS DR OCEAN RM O WINDOOR 3/I6" IMPACT FL-11-0822. 02 O Q� NOT USED j © 10080 SLDG G8 DR MASTER BED RM Oj WINDOOR 3/I6" IMPACT FL-11-1213 09 �1 �j Ib'-0"x8'-0" OH. GARAGE © DAB MANUFACTURE DE51GN MK SIZE/ MODEL LOCATION DIM COUNT CzLA58 ATA LAMENT ATTAC14W 1 (1141 TAPCONS) RDUCE SIZE FOR 51REAKAIAY WALL ATTACRI NT I (1/4"TAPCONS) REDUCE SIZE FOR�Y WALL ATTACHMENT 1 (1/4" TAPCON51 ATTACHMENT 2 11/2" EXR EOLTS) ATTACHMENT 3 (1/411TAPCCNS) PRODUCT APPROVAL PRESSURE O OX25 FOYER !FLEX AREA BED 2, LOFT, STAIR (5350) ¢ ANDERSEN FL-124963 IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY O OW 15 MASTER BED RM (2450) ANDERSEN FL-124963 IMPACT IMPACT GUM•1'S QUALITY GLASS 4 MIRROR O CX 16 OCEAN RM, DINING RM STAIR POWDER RM (2160) ® ANDERSEN FL-124%3 IMPACT O CW 16 LAUNDY , LOFT (2460) O ANDERSEN FL-124%3 z IMPACT IMPACT OE CI5 MASER BATH t BATH 2 (2050) O RSEN FA�24 F O CI4 BED RM 3, BATHRM 3 BED RM 4 BATH 4 2040J ® ANDERSEN FL-124%3 p Q MPAG7 O CNI55 KITCHEN (1854) ANDERSEN FL-124563 IMPACT HO NOT USED IMPACT O 4'-0"X 6'-0" FIXED MASTER BATHRM SHOWER �i ANDERSEN GLASS _ IMPACT O 4'-6"X 6'-0" FIXED MASTER BAT14W TUB FL 59053 IMPACT STEEL MULLION FL-15922.11 IMPACT NOTES: I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRICTOk 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. A - 4 EXTERIOR OPENING SCHEDULE 3, PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE "AM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION 1/4 to= 1 1-0" 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (1/4" TAPCONSJ CONCRETE MA: STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT WINE 12 13 14 15 DOOR RECESS DOOR STOP DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR AAGE® D JAMB 16 ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPCON TO GONG. 1/4" x 3-1/4" LONG TAPCON TO GONG. ATTACHED DOORS WITH 2" *12 SREW ATTACHED DOORS WITH 2" M2 5REW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM COSIER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE, AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR 2x6 PT. TO CONCRETE WALL WITH Ixb PT. BUCK ATTATCHED WITH I/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. 6 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 5REW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. -14 OPENING ATTACHMENT N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT, RING CONIT,5EALAN= 'SUM BOARD MARBLE STOOL SE BACKED IN GROUT BED :)N CONT. SEALANT _ XJD BUCK 5/8" GYPSUM BOAR: BEAD ON Ix P.T. FURRING 'SUM BOARD ALANT `�E R-42 FOIL BACKEC INSULATION ANDERSEN CASEMENT WINDOW 1/4" SHIM SPACE CONT. SEALANT 2"x P.TI000D BUCK P RAISED STUCCO BAND REINFORCED WITH GALVMETAL LATH CONCRETE SILL CAP G-10 CASEMI® NT WDW. HEAD G-14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE_ WALL 1/2" GYPSUM BOARD ON FOIL 15ACKE INSULATION ANDERSEN FNED GLASS SYSTEM I"xmTAlRRING CCNT. SEAL MARBLE STOOL SE 1/4 SHIM SPACE C40WER BEAD 5/e" GYPSUM BOARD IN GROUT BED CONTSEALANT ANDBACIER I IT 2". P.TLIOOD BUCK - CONT. SEALANT CONT. 9EALAN 2"xP.TLIOOD a . I -_ 1/4" SHIM SPACE .A.'- • A L •` BLACKING '^ 4 , ANDERSEN CASEMENT WINDOW in- GyFeurf R' a POURED CONCRETE SILL I"zPT FURRING CONT. SEALANT 4 A STUCCO FINISH R42 F INSOIL ULATION . • • :: e' :' _.3, e: r •. • M1 :. , CONCRETE MASONRY WT • A, .A STUCCO FINISH -10 FRENCH DOOR JAMB -14 FIXED WDW, SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR M-BUANCa DOOR SIMILAR DOOR -SEE SO4EDULE D UNE BEE DUNE] 71� LANO O SEALANT p A. >. SLOPE Ire" PER F� CCMPF'tESBiBLE' FILLER S CLNOMTE LAB DTH02•m2 A-10 FRENCH DOOR SILL N.T.S. 10 11 CONCRETE MASONRY STUCCO FINISH - CONT. SEALANT- ANDERSEN OR EOIIAL DOOR 1'kP.TAIfdRING IA?. GYF'&1M BOARD ON FOIL BACKED NOL LATION 2'k P.TLK200 BACK COWER BEAD I/2' GYPSL" BOARD CONT. SEALANT -1/4" SWN SPACE A-14 FRENCH DOOR HEAD N.T.S. 13 14 1 15 16 a o Lj Lj a. m N rn n w � an 810 M �o 0 J m h C' ^ n s V 4/�) V h E Y P V g LU W .� Ui �LU o� L m V o ®,pw rr� J 0". _ V 0 w V) wm 3> mZ °w Om D K 0 V / LLJ Q v LLJ Z U O U G z NUJ � Q Q C f ^ y) J � CD ' J z z oUoo LLJ O Iy u LLJ OO Q L J Q U E QC/-)� Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: of --sheets D 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 AU6ERGA5T PILE5: 3 OP N BEARING WA 6 0ZAL: AU6ERGAST PILES ARE PLACED BY ROTATING A GONTINUOU5 FLI6HT HOLLOW SHAFT *4 612" x4'-O" e 12" O.C, (3) *5 TOP "Z" BAR TYPICAL AUGER INTO A PREDETERMINED PILE DEPTH. H16H-5TR:E:NOTH MORTAR SHALL BE PUMPED WITH 6" CONCRETE SLAB '30 DEGREE HOOK 6" CONCRETE SLA 5UFFIGIENT PRESSURE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE: PREVENTING HOLE: COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS *3 a 12" STIRRUP U.N.O. 0'-0" PIN FLOOR SLAB ZONES OF THE SURROUNDING SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR: ABOVE 1 11/2" MIN. COVER THE IN IEGTION POINT SHALL 13E GARRIED AROUND THE PERIMETER OF THE AUGER FL16HTIN6 AT -'-- ALL TIMES DURING THE RA151N6 OF THE AUGER 50 THAT THE N16H-5TREN16TH MORTAR. HAS A DISPLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE � ON ;+ETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER.Lu - - - - HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES 5HALL GON515T OF A MIXTURE M Lu OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO = _ *4 e 12" EW. PROVIDE A MORTAR GAPABLE OF MAINTAININ6 THE SOLIDS IN 5U5PEN51ON HITHOUT (3) *6 BOTTOM APPRECIABLE HATER GAIN, YET WHICH MAY BE PLAGED HITHOUT DIFFICOLTY, AND HHIGH HILL *3 e 12" U.N.O. LATERALLY PEEW1RATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER *T PILE DOWEL wl PILE DOWEL C3) �5 BOTTOM MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERGENTA5E OF THE PORTLAND CEMENT AT THE PILING GONTRAGTOR5' OPTION. THE MATERIAL5 SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE 5TRENi5M OF 48" E 5CNED 14" AUGERCAST PILING 5,000 P51 AT 28 DAYS. THE MORTAR MIX SHALL ESE TESTED BY MAKIW3 ONE SET OF 2" CUBES E SCHED 14" AUGERCAST PILING FOR EACH DAY DURING AU6ERGA5T PILES ARE PLAGED. A SET OF UJBE5 5HALL GON515T OF 2 CUBE5 TO BE TESTED AT? DAYS, AND 2 UVE•5 TO BE TESTED AT 28 DAYS. TEST CUBE5 12" SHALL ESE MADE AND TESTED IN ACCORDANCE WITH ASTM GIOq, WITH THE: EXGEPTlON THAT THE L MORTAR SHOULD ESE RESTRAINED FROM EXPANSION BY A TOP PLATE.-- L1 GRADE BEAM 4 L 3 GRADE 13EAM 2 N.T.S. AT ELEVATOR PAD N.T.S. AUGEIRCAST PILE - 14" DIA x 25 FEET LONG TYPICAL _ G �A D E 5 E X� S C H E D U L W/ •"I x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-05 BARS W/ +3 HOOPS ® 10" O.C. FROM PILE ' K REINFORING DETAIL MARK SIZE(WXD) CUT OFF TO 15' FEET BELOW SURFACE. 8" CONCRETE CON OR MASONRY BOT TOP MIDLE *3 TIES DESCRIPTION NO. DESIGN CAPACITY - 30 TONS. ALL SHALL SE (2) *4 "4 ®12" x6'-0" g IS" O.G. 1' BLOCK WALL COLUMN IN ACCORDANCE WITH AC.I. 545-64 CPL.PERIMETER) TRANSFER 4�= I'� I' GI3 1i � MATCHING DOWELS GB-1 24" x 30" (4) *'I (4) "l (2) *5 6" O/C TYP. EXT. WALL OVER INTEC'j it 8 BAR DIA, MIN *4 615" x*-O" 6 12" O.G. GRADE BE3) *5 TOP o E "I I W/STD. HOOKS „ „ 90 DEGREE HOOK GRAD ' _ II Cl) *6 TOW/E8'GHOOKS GB-2 24 x 24 C4) *6 C4) *6 C2) *5 8 O/C - LI3 TYPEN7IRE C3) * l TOP �S G5-3 IS" x 18" (3) *5 (3) *5 — IS" O/C GARAGE 6" STEP GI PERIMETER C2) *5 MIDDLE µ• • 11) % 50T EACH WAY BEAM AT *3 g 10 UN.O. 0 %i j . j ; W/ 18" HOOKS GB_q „ (3) *5 (3) *5 (2) *5 „ „ �� �• 18 x24 8 O/C STOP SLAB LI *4 g 12' w "4 a 12"I 7' �• EA WAY i, 1 11/2" MIN. COVER = I 1 6' CONCRETE SLAM w EA .WAYTo 1704 f� 1 �i 6' CONCRETE S*3 STIRRUP _ L` 1�T „ „ „ C4�6 EACH WAY _ _ PILE GAP NOOK G4 (EXCEPT GARAGE) - � w' g 12 U.N.G.- PG -I 36 x36 xl6 Q `r TOP AND BOTTOM. BAR AT EACH END *l PILE DOWEL (3) *5 BOTTOM o �Y PAD REBAR 16Y5 EACH WAY PILE CAP HOOK G4 SEE FOOTING SCHEDULE PC-2 48"x48"x20" — — (3) " l BOTTOM PILE DOWEL EDGE BARS ALWAYS TOP AND BOTTOM. BAR AT EACH END SIMILAR 9„ 9n EDGE SPACE OTHERS EQUALLY PC-3 36"xl2"x20„ (4)'6 At LONG WAY PILE CAP HOOK G4 14" AUGERCAST (l)'6 AT. SHORT WAY — — „ L 14" AUGERCAST EQ EQ BAR AT EACH END SIMILAR 48 9„ 9„ PILING PILING PC-4 36"x60"x20„ (6)% LONG WAY — — 2 LAYERS TOP G4 SEE D (8)% SHORT WAY AND BOTTOM SIMILAR 18° PG-5 60"xb0"x20' TOP AND BOTTOM. AND BOTTOM SIMILAR G1 GRADE BEAM 3 4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES G13 GRADE BEAM 1 N.T.S. N.T.S. N.T.S. N.T.S. 15'4' TOTAL LENGHTH BUILDING n n n n n " n n n V-4n 4'-011 i_2n 2141 5 -I 5'-8 5 -0 10'-0 1'-8 b -4 b'-4 b'-4 AG PAD F,PE. -6 *4 REBAR a 12"OC. 4'-0° oR Z5 NAYD AT PERIMETER (TYP.) IS" F PC-2 GB-1 GB 1 PC 3 h I I { i � GB-1 ------------- f j� GB-1 l" THICK CONC. SLA W/ 1*5 BA L- - - PC-4 HWIH PAD 610" O.C. EACH WAY ON 6 MIL VAPOR r ■ ■ BARRIER OVER TERMITE I _1THICK CONC. SLAB w/ 103 BARS = OR �5 NAVD TREATED WELL COMPACTED FILL 610" O.C. EACH WAY ON 6 MIL VAPOR Zn L = BARRIER OVER TERMITE FFE.0.01, TREATED WELL COMPACTED FILL m OR 8.0 NAVD 4-0 m GB-3 M GB-3 ELEV. -18" a OR 10 NAVD 0 8'-5" 4'-2" GARAGE t GB-3 m T�_4" Ti_6„ T' 4" 5' 0" b'-6 1R" V-6 1/2" Ti_1n 0 a GB-3 GB-3 e a i PC-3 = { - ■ 6" THICK CONG. SLAB w/ 1*5 BARS < 910" O.C. EACH WAY ON 6 MIL VAPOR GB-3. a ncs ---Js BARRIER OVER TERMITE ------------ ITREATED WELL COMPACTED FILL m - . ■ .;. ■ ■ ■ ■ GB-3 -. GB-3 � GB-4 GB-1 PC-3 Q PC-4 5'-4" 1'-11" 9' 2" a 4'-6" 6'-2" 1 6'_2" 4'-8" 3'-5" 4'-0" �: eO PC 2 m { F_ T - n(s, PC-1 { l' 1 lot B = = *1: ■ r ■ ■ ■ - .. f GB 1] TYP. 8' 6" 2'-b" 6'-T" b'-4n 6, qn 6'_4n b'_qn 6,_qn b _4° bt4" 15'-8" TOTAL D&TH BUILDING A D U A--4 PILING PLAN lq!1/4" 1'-0" 1 2 3 4 1 5 1 6 17 8 9 10 111 12 13 1 14 1 15 1 16 N ,moo o pNp ry� ySa ry i W Ja O h 0, M w,R v '0 '0a_ VI O P ®qq, V wV K W W - uj y0 VAL W ° h 3 m v ° M M F 0 3u u ow V) 3m �Z °J �o K U 0 W LO � Q CD C:) 11 l O >- L W z z o U O U m Q LIJ p Q C-) (W� E U � 00 V J ---I C/D Drawn by MOH HVN Project No. Cadd File NO.: Sheet No: of --sheets 2 3 4 5 6 7 9 1C 12 13 1 14 15 1 16 K J H N F E C B 8 TREATEDFOUNDATION NOTEE): FLOOR SLAB TO BE b"THICK POURED CONCRETE SLAB RTH REINFORCEMENT AS 5H" ON PLAN ON 4 MIL VISMIEEN VAPOR BARRIER ON HELL TAMPED SAND FILL SOIL TO 13E TERMITE PER LOCAL•r 2. CONCIRETE 5HALL CONFORMTO I SHALL 14AVE • ♦ I • PSI COMPRESSIVE STRB46TH IN i DAYS. 5. REjNrmcme STEEL SHALL BE A5TM b15 GRADE 60 AND RAVE THE FOLLOWN6 MINIMUM CONGRETE COVER FOR GRADE BEAW_,: BOTTOM 3', TOP 20 SIDES TO BE 1 1/20 CLEAR. COVER FOR 5LA13 TO 13E FOOTINGS4. ALL ON • -ter AS IN NOTE• 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. AL STRIP A FOOT OF EXISTING, 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL AND GRANULAR FREE FROM DELETIERIOM MATIERIALAND NELL GRADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILI%. b. GENERAL CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65~5� LOAD BEARINO WALLS, STEEL/GONCRETEMOOD COLUMNS, WOOD HEAVERS, GONGRETE BEAM51TIE BEAMS A10 HIEICHT ELEVATIONS OF EAC44 NTH TRUSS MANUFACTURERS DRAWIN66 BEFORE THE POURIN& OF CONCRETE FOOTIN65/PA05 AND SLAB. COORDINATE FOR .. I..Er OPENIN66 IN &. SLEEVE ALL PLUMBIN& PENETRATIONS. q. SEIE ATTACHED A06M CAST PILE 5Pr5GIFIGATION Q�•�FIRST FLOOR O PLAN MATERIALS PORTLAND PORTLAND CEMENT SHLALL cowmmTo FEDERAL 5PEGncATioN5 OR GURRENT ASTMI STANDARDS,DE516NATION G150. -• r- r • PO55E55E5 THE PROPERTY OF COMBINING, THE LIMIE LIBERATED OWING, THE PROGE55 OF HYDRATION OPORTLAND INCREASE THE FLUIDITY Of: THE MIXTURE, REDUCE LEEDIN15, A5515T IN THE DISPERSAL OF Ir IE <SHRINKAGE•r 7 ORTAR (INTERAID AS MANUFAGTURED 13Y THE 6ROUT SUPPLY GOMPAW,OHIO MEET5 •r OTHER GOMMERGIALLYADMIX PRIOR TEST •• •r 0) KATER: KATE-R 9*LL BE FRESH GLEAN, AND FREE FROM IK.IURIOU5 AMOUNTS OF 5EKA6E OIL, ACID ALKALI, 5ALT5 OR OR&ANIG MATTER. EJ FINE A66RJE&ATE: SAW SHALL MEET THE REGUIREMENT5 OF GURREW A5TM STANDARDS, DE516NATIONr 5HALI_ CONSIST OF r DENSE,DURABLE,O / ROCK PARTIGLE5 Ir FREE FROM - • • OF LOAM, SOFT OR FLAKY PARTIGLE5 5RALE, ALKALI, •-.. AND OTHER DELETERIOU5 HASHED, THE KASHIN& METHOD SHALL 13HILL •T REMOVE DE51RABLE FINES, AND COARSE,15 REA50NABLE UNIFORM AND STABLE. THE 5AND 5HALL BE WELL-6RADED FROM FINE To IE r► E • it •MODULUSDEFINED ► TOTALAS THE DIVIDED t••• _ RETAINEDO NOTE PILLED CELL COLUMN MAX. 3211 SPACING • I t. I F. r t .. t- • v • ♦1 •' v / • r'r r t: •• r• --0/ NAOIr •- • r 0 ITE RECORD DRANIN65 TO THE ARGHITEGT FOR APPROVAL. 085TRUGTION5: SHOULD ANY O%TRUGTION (INGLUDINO BUT NOT LIMITED TO BOULDER5 AND I r t / / �r •-r.RA 14 111111 i 1401 Ara/ fy r �/ • COLUMN SCHEDULE cl REINFORCED MASONRY O 0"xl6" POURED GONG. COL, w/ 1-05 m VERT. COL. w/4-% f CONT. FILL w/ 4000 PSI CONIC. w/ 03 HOOP 'w 1211 O.C. O 2 REINFORCED MASONRY COL. w/ 2-•6 m VERT. CO 8"x12" POURED CONC;. FILL w/ 4000 PSI CONC. COL. w/4-06 A CONT. C3 ■ 12"xl211 POURED CONC. COL. w/ ro-05 9 VERT. w/ 03 HOOF a 1211 O.G. w/ 03 TIES I s° O.C. ® ro"x 6" WOOD POST 3112 "x31l/2'lxl/4" T.S. COL. W/ 14" "5 m REBAR THRU 0 PILL w/ 4000 PSI GONC. THE POST EACH WAY WITH WOOD WRAF' • • r. ry •- r• II IN LENGTH 5HALL 13E PLAOEV AROUND THE PILE TOPS. (SPI=0IAL CONDITION5 MAY REQUIRE METAL 51_8=� OF ADDITIONAL LENOTH). 1­1161­1-5TFE�TH MORTAR 15 PUMPED r 1 t THE r • • •/ ELEVATION — I I TIE BEAM HOLLOW CONCRETE MA50NRY UNITS ARE UNGROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF %R EINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS), FLOOD VENT(TYP) MODEL 1540-521 GRADE BEAM OR FLOOR 5TRY-TURF VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED BREAKAWAY WALL CONSTRUCTED OF STILLWIATER UNREMFORCED,14OLLOW CONGfETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICIQ4E56). 1 SCALE: NTS. FRANGIBLE WALLS SLAB ON GRADE SEE PLAN • 11D •NOTES: FLOOR SLAB TO BE POURED CONGRETE 5LA13 WITH REINFORCEMENTI: I . 1 PLAN ON 4 MIL V15QUEEN VAPOR BARRIER ON WELL TV -FED SAND FILL. 501L TO BE TERMITE TREATED PER ♦GOVE. CONCRETE2. I.I I- I AGI 31&1b3AND SHALL RAVE •III P51 GOI-FRIE55IVE DAYS. MAXIMUM SLUMP 5, 3. REINFORGIN6 STEEL•r ,• AND HAVE- THE FOLLOWING CONGRETE C40VER FOR GRADE BEAM5s BOTTOM 3', TOP 2' SIDES TO BE 1 1/2' CLEAR. FOR SLAB TO BE 3/4m MIN. 4. ALL FooTIN55 SHALL BEAR ON NATURAL SOL PREPA;ZED,,0N5 IN NOTE 5 BELOR 5. ALL FILL TO BE CLEAN, GRANULAR PREPARED -r • A. STRIP A FOOT OF EXISTING, 501L FIVE (5) FEET PAST fiXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST 13E COMPLETELY REMCNAD. n - - -'• - Ir - r�r b. 6ENIERAL CONTRACTOR BE -• r : FOR -RIFYIN6 LOCATIONS OF ALL GONG FOOTINGS/PAD5� LOAD • r `Ir . _ OF 1 BEFORE THE t•; Ir •mr pLUMEIING.,NSFOR FT:GDIRED OPENIN55 SLIEIEVIE ALL PLUMBIN6 PENETRATIONS. 'I. SEE ATTACHED AUI9ER CAST PILE 5PEGIr-iGATION ❑O N ma :• h M �P YYY Lo P ®Lu w Lu Z z Wq > h L J V m v M Iw r/ Z 0 Q�J OLL 33 D u � Z wm 3 r 'Y v� O w mo K W U C W rn � Q ry J v , CD LLJ LL_ F W z z o CD C/-) (D � � U C:) Lu ® LJJ J V) U E U f y00 <c 11 l -- Drawn by. MOH HVN Project No. Cadd File NO.: I Sheet No: G A of --sheets 9 10 12 13 14 15 16 2 3 1 GS-b 32" TOPPING SECONDARY POUR (BY G.C.) 8 8 2" 5 DEBAR CONT. N (BY G.C.) 1T w . #4 BAR CAST IN BEAM AT ' �, 6" U.S. r� 4-0 O.C., #3 BAR CONT. • AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE `" <4 y PER PLANK.(BY G.C.) • t J / 8" MASONRY WALL BEYOND (\- W/REINF. (BY G.C.) SEGTION O '' M SCALE: 3/4- = 1'-0" OPPING .C.) SECONDARY POUR (BY G.C.)#4 L BAR CAST IN TOPPI6" U.S. T�%LA 4LO O.C., AND#3 BAR CONTINUOUS.(BY G.C.) IES NRY WALL (BY G.C.) 2 5EGTION K SCALE: 3/4" = V-O" 04 BAR GONE. t2" TOPPING (BY G.C) t2" TOPPING (BY G.C.)NBRG.,, U.S.6" 8" U.S.3 �• t Yt 3 - LAP VARIES • • • G • : CAST W/ HEAM WJI 04 s �• BAR CONT, IN 4" SECTION CONC. BEAM W/REINF. (BY G.C.) ` •t' • ' #5 BAR CAST IN BEAM AT • 4 -0 O.C., #4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 5EGTION SCALE: 3/4" = 1'-0' H GROUTING BUTT JOINTS (BY G.C.) ❑0 t Y TOPPING (BY TOPPING U (BY G.C.) (BY G.C.) 1 /4"=1 '-0" G IIt3l LAP VARIES.S. 4" BRG. 14'-101/2" STEP DOWN BEAM 4" (BY G.c.)_SEGTION �� SCALE: 3/4" = 1'-0" F f2" TOPP)ING SECONDARY POUR (BY G.C. (BY G.C.) r-.3 BAR CAST IN BEAM ATt 3/4" BRG. 4'-O" O.C., #3 BAR CONT.8" U.S. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONEEPER PLANK.(BY G.C.) NRY WALL. (BY G.C.) SEGTION SCALE: 3/4' = 1'-0" D 22" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) .. 0 0 VBAR CAST IN TOPPING -0 O.C., AND i .; 8" U.S. #3 BAR CONTINUOUS. (BY G.C.) •:y' ;" LAP VARIES 8" MASONRY WALL C W/REINF. (GC.) b 5EGTION SCALE: 3/4" 1'-0" GROUTING BUTTJOINTS (BY G.C.) B 32" TOPPING 31" GYPCRETE (BY G.C.) (BY G.C.) 00 ' 00 8" U.S. i .; 8" U.S. LAP VARIES LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) A -► SEGTION SCALE: 3/4" = 1'-O" 1 2 IA 4 5 6 7 Itl 31/2° IRREGULAR POURED GONG_ �� COL. w/6-46 4, CONT. w/ 03 HOOP e 12" O.G. _ THIRD LEVEL HOLLOW CB-2 CE3-Im 8 9 1 10 1 11 12 ( 13 1 14 A MIS 6WCERRECE56 4'-81/2" BY - 1'-4" I'-0" 4'-1" �Q OPEN U 5 C5 C T. GB-1 8 4b" 15 16 GROUTING BUR JOINTS (BY G.C.) t2" TOPPING (BY G.C.) 8" U.S. i 8" U.S. 3"t 1/2" BRG 3"i 1 2" BRG. #4 HOOKED BAR CAST IN MASONRY WALL BEAM 0 4'-0" 0.0 & 8" 8" REINF. (BY G.C.) AND #4 BAR HORIZONTAL IN CORE, ONE PER PLANK. (BY G.C.) (E SEGTION SCALE: 3/4" = 1'-0" #5 BAR CAST IN BEAM AT 4'-0' O.C., 4 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE 32" TOPPING PER PLANK. (BY GC.) (BY G.C.) #6 BARO 12" TOP < ,. • . r .. 8" U.S. LAP VARIES r t 2#6 BAR #5 BAR 0 2" BOTi. 12n 8" MASONRY WALL HOOK INTO BEAM W/REINF. (G.C.) #3 HOOP 0 8" 3#5 REBAR LONG 2#6 BAR WAY TOP & BOTTOM c SEGTION - SCALE: 3/4" = 1'-O" LOWER ROB LINTEL SAFE LOADS TABLE (CAST-CRETE) 50TTOM a 10'. ' MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 81J8 B 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 8UB F 7'-6" 743 727 424 8U8 591 326 8U8 H 10'-6" 475 530 284 8U8 TOPOFDECK BEAM SCHEDULE EL. II'-8" $LOPING Lp U TO W-6" U PE2 � CB = CONCRETE TIE BEAM WB = WOOD BEAM SLOB BE = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM /T� J LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 41 /4 1 �� 4 d MARK SIZE TOP STL. BOTTOM STL, MIDDLE STL. REMARKS ir_I _o{ — I GB-1 8" x 12" 2- # 5 2- # 5 - �� 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. �. G5-2 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. EL. 10'- " G5-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. 0 T P OF B AM r CB-4 12" x 18" 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. W/ARCH 2 CB-5 12" x 24" 3- # 9 6- # 9 #4 HOOPS 0 8" O.C. m 2 0 C -6 16" x 28" 4- # 7 4N 7AYERS 2- # 7 #3 HOOPS 0 8" O.C. LQ :ici: m 0 1 y� U CB-6 3- # 7 4- # 7 2- 7 #3 HOOPS 0 8" O.C. 16" x 24" # CB -a CB-1 16" x 16" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. O CB-8 8" x 28" 2- # 5 IN 2 IAYERS 2 # 5 #3 HOOPS 0 6" O.C. W.O./ARCH 5 TOP OF BEAM EL. 10'-0" _ CB-9 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. EL. 10'-6" TOP OF BM I'-0" CB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. 8 9 10 11 12 GB -II 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM 3 # 7 CB-12 8" x 16 2- # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. LB-1 I 8" x 8" I 1- # 5 I PRE -CAST LINTEL 1. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK'. AND BEAM ABOVE 13 14 15 16 N n p ®ma :• �to 0, M �N oP ®uJ W W Z W m v OM ®,pw y/Z 0� 0 3U, J U V) w m Y Z 0 O O K O U C/-) 3: z O O G W LO Q O � ( J CD V l^ - O F z z oW U C)co O I__L U � CDN _ W_ O W Q U \10 J E Q co CO '--I Drawn by. MOH H'/1`1 Project No. Cadd File NO.: Sheet No: 03 A of --sheets 1 1 2 1 3 4 1 5 6 7 8 9 10 11 12 1 13 1 14 115 1 16 USP TRUSS ANCHORAGE SCHEDULE � FNEUI�IATIC FASTEN fR LEGEND OR EQUIVALENT HARDWARE PRODUCT NOTE: ALL FASTENER AND NAILING TO BE STAILE55 STEEL STR4PDESCRIPTION NUM15EROF UPLIFTLbs R?IARKS LATERAL El LATERALF2 t - ®e ms PNEUt-IATIC F,4STNERS - ITW RAMSET / REDHEAD 10d COM. NAILS ,. :®"� .,� �``-." �""�� A USP HTA20 (6) 10d 980# (DOUBLE STRAP) 590 660 APPLICATION SIZE TYPE SPACINGS REMARKS 1/4"xl-3/4" _ MTL STRAP TO CONC. TAPGON (4) B USP HTA20 (9) 10d 1480# (DOUBLE STRAP) (ONE PLY) 590 660 BOTTOM CHORD OF FRE-FAB I x 4 SP. • 2 LATERAL BRACMG a • ,�: _ `'�+ "- '" .� v'° ,,, -., k'+ ate`" BLOCK OR TIE BEAM PER STRAP TRUSSES a 24" O.G., TYP. V-0" O.C, FASTEN 70 TRUSS BOTTOM '°* _ +`" �.' •x'`�.� , `• >� ;-< NON BRCS. WALL SILL 300 HD 5/32" DIA. SHANK C USP HTA20 (10) 10d 1500# (DOUBLE STRAP) 590 660 (SHOWN IN PLAN VIEW) CHORD W/ 3 - 100 NAILS TYP. y ` PLATE TO CONIC. SLAB "1/8" WASHER SERIES 12" O.G. W/HEAD W/ " R , \�;I<,�r/� �}I� AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP D USP HTA20 (1) (10) 10d 1650# (DOUBLE STRAP) (ONE PLY) 590 660 �t'I II II e : �. -._..— M E USP HTA20 (2) (10) 10d METAL LATH & UJIR FASTNRS — f'NU—FAST CO. 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 -- APPLICATiON SIZE TYPE SPACINGS REMARKS ° ib GUAGE W/ 6" APART ADD 2-16d TOENAILS FROM b //�� W WIRE LATH MIN. 1 1/4" • 101 - 1 SIDE LAPS (x USP RT24T OR RT24TF (5) 16d E.E. 900# TRUSS TO WOOD BEARING 500 500 B AG I NO NOTES: ~ PENETRATION e" APART H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 0, �. I6 GUAGE W/ 6" APART SEE S.F.B.0 SECT. TRUSS TO WOOD BEARING PERMANENT 2" X 4" DIAGONAL BRACING IN THE PLANE OF `"-:. 3/S" RIB MTL. LATH MIN. 1 li4" • 101 - I SIDE LAPS 35023 THE NEARE5T WEB MEMBER CONNECTION WITH (2) - Ibd 1 x 4 S.P."2 DIAGONAL BRAGMS, �"". PENETRATION e" APART 35042(CXbb) I USP HTT22 (32) tOd 5370# (1) 5/8"x 12 E.B. _ _ FASTEN TO EA TRUSS BOTTOM NAILS IN EACH WEB IN AT LEA5T (3) TRIFf- AT APPROX. CHOFV W/3 - I� NAILS TIP. Y " METAL ROOF TILES - ATLAS COLLAT3=D NAILS 4b DEGREE ANGLE. (REF: HI"I, Fig. 3T, 36 4 3q). = r :. : 18 L i USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - k K USP HTR16 (2) (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 PERIAWNT BRACING IN THE PLANE OF THE 5TRIGTURAL �'''^�,` "`E "-:.,"_ " '"w APPLICATION SE TYPE SPACINGS .REMARKS 10 10d TO TRUSSES, (8)10d TO BOTTOM CHORD OF THE TRU%. CONNECT WITH (2) - Ib d M`- **L1Z2f>.(H1�0FANCAKE GALV. PER TILE SEE F.R.C. 2011 L USP LUGTC2 (20) 10d 1350# ( ) 575 575 NAILS IN EACH TRU55 (ROOF ONLY). METAL ROOF OD SCEW OR MANFUSEC. ReO53B TO STUDS & (2) 10d TO PLATES��2 ILLIF- SEAL S.STL. SPEC'S AND e053.6 "* (20) Tod 1350# 3965 3965 NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 31ro STAINLESS STEEL M USP MUGT15 (10) 10d TO TRUSSES, (8)10d TO TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S LATERAL BRACE y ; - w SPECIFICATIONS (RE; 20M UPS CATALOG) FRRS MAY BE USED IF STRAP SIZE, GAUGE AND ROOF/IUALL SHEATHINGS -ATLAS COLLATED NAILS JK UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. "" ° . d 1 ; ) ` f� s �i era r£". — APPL IGATION SIZE TYPE SPACINGS REMARKS Notes: 3/4" ROOF SHEATHINGS 3" x .145" 10d SS. OOF _ 4" I. Where more than one strap is used, multlply the uplift capacity by the number of straps. 49, 6 3/4" WALL SHEATHINGS 2 I/2" x •131" RING EDGES - 4" Example: "of straps 2D Mark 2xI2401bs = 2480 Ibs uplift capacity SHANK 2. The uplift for each truss/girder Is less than or equal to the uplift capacity for the ALL ROOF / WALL SHEATHINGS NAILED 4" O.C. specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means TYP. WOOD TRU ES that any unmarked trusses have an uplift range from I to 900 Ibs). (W B MEMBERS NOTES: 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that IT 15 THE RE5PON51BILITY OF THE BUILDER/PER5CJ` N5 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS J EREGTIN6 THE TRU55E5 TO INSTALL AD1�)ATE BRAGIN6 2, STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, any unmarked trusses have an uplift range from 1 to 14 15 Ibs). TO PREVENT TOPPLING OF TRUSSES. FOLLOW ALL ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ PERMANENT WEB DIAGONAL APPLICABLE RECOMi ENDATION5 IN TPI PUBLICATION BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS, engineer's approval. CROSS RACING " HIB-ql" 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL SE HAND FRAMED. GABLE END TR1S8 (IF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8" SPACING THIS STATEMENT 15 TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY AT PANEL EDGES ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY - - — OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) H APA 40/20 3/4° LATERAL BRACE 2x4 BRACING TO EXPOSIIR£1, C-D PI�-ENG. WOOD TRJUES BOTTOM CHORD W/ 2-Trod NAILS LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN PLYWOOD SHEATHING �\ • 24' D/C (SEE ROOF PLAN) TO THE TOP OF EACH TRUSS DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE - L-5 PERMANET BRACING G14 GENERAL NOTES `. MAXIMUM LATERAL LOADS A7 ANCHOR SPACED 24 PERPENDICULAR TO WALL 400 LBS PARALLEL TO WALL 360 LBS y 0. . N.T.S. IN THE PLANE OF THE WEBS PROVIDE 2x4 BLOCK • \�� ALL PLYWOOD SEAMS \•�� ®:. BETWEEN iST (3) TR)ssEa NAIL SEAM w/ IOd • 4" O/C 0 1� LATERAL BRACING IF D EACH SIDE OF SEAM ` REQUIRSO (eeE TYP. 2058 22rJid g D IM" SPACE AT NAILMG SCHEDULE <HLOCKMG DIARIRAGM) TOP- OF BEAM 145-i tYPCAL 215(D TOP OF BEAM PANEL ENDS Q EDGE NAILING Imd • a" OZ. EL. 35'-8" u,o I \ EL. 35'-8' 2 INTMIEDIATE NAILMG 10d • 4" O.C. \ © BOlA1DRY NAILMG Imd • 4' O.C. END BLOCKING ® COR-EK NAILING 1Od • 4' OL. III BEHIND FASCIA III BOND BEAM OR \ II I I III GB- i i TIE BEAM (SEE .. .. . TYP. WALL SECTION) .. ... : ■ ■ ` E' ■ .... [E.. ■ ■ ■ .._.p...:. ': ■ ■ ' :::- ■ ■ ;_;!_ CB-2 ■ - I III ■ I I I B i I I I I I I I I I I I I I I I I i I I III I I I ■ ,— fi� O O� Sf--F E �4 T'I--� 11�tC� ,4 T T � G �--I' M �1�1 T 1� � T �, (!- _ _ • � I I � 11 N.T.e• � II) I j1i: I I i I I I I i i I I I I I I I I I i I .:::: U / _ _ 14'-mn pl 4'4 4, - - - - - - E HiP END i 2 mu iii: N 1p 1 I I i I I I I I I p1 VID GABLE OH. �� ::.::I12" e '� FHG��� i B EB 2- 2 -0 III I 1 1 1 R/^) 1 1 1 1 m 0 --111 CB 1 ■ I j I I I I I I I I I 1 I I I I III I ■ ( i B-1 I I I I■ III I I I I _ ■ __ • ■ � I I 1 I I I I ■ I I I I I __ _ III I I I I 1 I I I I :.`;. I11 I I I pl 1 I �I I : O M G ,45LE END �11 - - ■ _ o w 3 - --�I C>3 ,- ■ 4 III 1 I I I III o D DIRECTION a w U 2150 IIIII 6 _ _ OR FR w I : U \ w o OP 05 BEAM I I I za" oc. ■ u ` L BLI TYI \ ' 4 Li B i■ ■ ■ ■ f ■ ■ ■ 1.<::I. P DIAPHRAGM BOUNDRY � 1 I pi I I I I I I I I 0 21 I I I I 1 I I I I I I I I I I I I I i 1 PI- rUJ00D FLOOR/ ROOF SNE.AR DI,AFkAGM SCHEDULE' r TOP OF BEAM TOP OF BEAM EL 12'-0" A PANEL FRAM'S. MIN. NAIL ACING COMMON e DIAPH ® OTHE REL TRUSS PANEL REMARGS GRADE SPCG, THICKNESS 50UNDRIES PANEDGES NAIL SIZE ROOF APA RATED EEi A 1NC' 2'-0" 3/4" 4" a ZONE 1,2 4" a ZONE 1 10d. S.S. UNBLOCKED DIAPHRAGM MAX. MIN. 4" a ZONE 3 4" 10 ZONE 243 R.SHANK UNA. ON PLAN APA RATED 4G GLUE AND SCREWED UNA. GN PLAN EL. 35'-80 D NOTES Wj EL. 35-8TOP OF BM ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING D A-5 ROOF FRAMING 1/4 =1 —0 AND LOWER RO F AT ENTRY 1 2 3 4 5 6 i 7 8 9 10 11 12 13 14 15 16 I N 0 � a J V o U O 9 rJ ®a 10 'b h • e a, V E 0,C �V) a rN 4w UI m°v o^ � Z 0 Wh W J Ow 3 x V ow N w m 3� �Z �U aw �o LLJ LO Q O Q rn W z z U O O �O// LL LLJ U I__t� W o W Drawn by MOH HVN Project No. Codd File NO.: Sheet No: A of of ---sheets 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 35%" METAL PLATE :N1 2x(o SAFEGUARD TOP TOP a BOT. 1/4" COUNTERSUNK DIAM. TOP BARS STD. KOOK 3(ox � LAG SCREWS N EA. PICKET) 35/a" VERT. METAL (25 ga.) FIRST STIRRUP STUDS o 16" O/C STANDING SEAM METAL ROOF — INSUL. AT SELECTED AREAS f TYP. BETWEEN COND. d Z _ UNCONDITIONED SPACES SEE ANCHOR PLAN FOR TIE DOWNS ULE N VERIFY w/ CONTRACTOR Q PRE-ENG. ROOF 2X6 T45. Z � 2„ 2X6 TRUSSES TRUSSES ® 24" O.C. BLOCKING M _ U_ BOTT. BARS /2" GYP. BD. OR SPRAY 6" FOAM R-22. INSULATION t� O /2 ' M.R CGREENJ GYP BD. ALUMINIUM DRIP EDGE p[ 2x2 PICKET SPACED TO AT WET AREAS —DOUBLE TRUSS STRAFING 0 O REJECT 4" DIA. BALL. a L2 L3 TOP OF BEAM VARIES u 06 FRAMING BREW FROM TRACK O O (vERIFY W/ OWNER FOR STYLE) TO STUDS TYPICAL csEE RooF PLAN) NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A (Y 13 MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR "X I " TAPCON 24" O.G. 2x2s CEROOF DGE CEDAR P.T. Ix3 FIRESTOP CONT. 2'-0" OH. READ �w/ 4-05 44CONr Uxo. L 1/4" COUNTERSUNK CONIC. SLAB LAG SCREWS CI EA. PICKET) / DECORATE OUTLOOK SEE ELEVATION \ R-9 MASONRY CORE FILL INSULATION STAIR L- H STEEL PLACEMENT' L- 1 1 INTERIOR WAL LS STUCCO LAP SIDDING — AND CONCRETE OCBLOCKR 20 COM51 INTERIOR I ATI STRINGER ON SECOND FLOOR E ABV. N.T.S. N.T.S. NON BEARING WALL P.T. Ix3 FIRESTOP CONT.� R-9 MASONRY CORE FILL INSULATION BLK RGCESS£B--\ \ '" GYPSUM BOARD CON O CONT. RE -EAR \ ON P.T. MTL FRAMING FURRING ®16"O.C. 8 CONCRETE K R A n tOP OF SEAM `• HOLLOW CORE i/�\F A TOP GOAT. BARS M1ES (SEE PLAN) -, -_ SPLGE AT MIDSPAN "'" ° g" - 4 n NOTE: ONLY AS REQ'D STUCCO BAND . --� -- -°- _a- 14 HANDRAILS TO RETURN TO WALL SEE ELEVATION Ise UNDERSIDE LOOKING DECK OR ENE) AT TERMINAL POST "G" BAR "D' BAR p.30 L2 E BAR OR L3 •� ' OVER AG SPACES WILL RECIEVE 6REATE R-19 SPRAY FOAMINSULATION = U 030 p30 CANT. CONIC. TIE SEAM / 030 LI Li OR L2 LI OR L2 L SPAN SEE BEAM SCHEDULES J GREATER Gt�ATER _ _ DROP CEILING HEIGHT VARIES FLOOR aie" SMOOTH STUCCO ON �12" GYPSUM BOARD STRUCTURE FIRST FLOOR - ON P.T. MTL FRAMING FURRING • ib "O.C. 71, rMIINL 0.125R-9 MASONRY CORE FILL INSULATION HEADER OR BOTT. Li L2 BOTT. 0.125 BOTT. OVERLAP VERT DOWELS R-II FOAM INSULATION NOTES: GIRDER TRUSS GONT, b° GONT. L2 GONT. MIN. 4'-5" (SEE FOUND. PLAN HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED (2R. +TR = 24 TO 2E BAR MK y�, BARS FOR SIZE t LOCATION) FORA CONCENTRATED LOAD OF 200 LB.................. -j.2 + 12 + 10 = 24.41' MIN. 1-12" ELK RCCESSE APPLIED ANY POINT AND IN ANY DIRECTION. FIN. GRADE —WOOD BASE H CANTILIVER HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" \ 2x TREADS LI L2 �_ SPAN 6 r �V m' O„ -T x \ NAILED AND -- — SAFE GUARD RAILS HEIGHT 42" MINIMUM \ L _ — SET IN MASTIC „ „ I i xGRADE BEAM NOTE: 'D BARS ARE TO BE USED AT SOTH ENDS OF A SPAN UNLE55 D BARS \\ FROM AD-1AGENT SPAN ARE TREATER OR "G" BARS OR 'E" BAR5 ARE REQUIRED \ FIN. FLOOR 2x12 STRINGER \ - .\ CONCRETE PILING \ STIRRUP LEGEND SEE PILING PLAN \ BEAM RE I NFORG I NO 3/0 = as OPEN 77 El3/G = #3 GLOSED P.T. 2x4 BOT. G - N.T.S. 2M = 02 HOOOPS PLATE OR APPV'D EQUAL. � �— F-S BEAM REINFORCING DETAIL F14 TYP. WALL SECTION N.T.S. 1 /°4n-1 1-011 F-1 TYPICAL INTERIOR STAIR & RAIL DETAILS N.T.S. 36" H. STAIR RAILING W/ PICKETS AT 4" O.G. MAX. STYLE AND DESIGN AS SELECTED BY OWNER E 51MP5ON LT512 STRAP NAILS ELEV. EXISTING :'ND F OOR TO BACK OF LEDGER W/4 10ol NAIL5 tOP OF 2ND _FL R. - - AND W/4d NAIL5 TO TRU55E5 ol 4 o 10 LA 2x6 LEDGER W/ a"x3" TAPGON z"x6" JOISTS 16'TOCUDING— 1 D — AT 6" O.G. STAGGED I I PROVIDEE FIRE STOP AT MIIAPOINT CONTINUOUS BARS 0 EXTEND TO (TYPICAL TOP AND BOTTOM) I OF EACH RUN OF STAIR WITHIN 1 1/2" OF FORMS FOR BEAMS, MG1 2" FOR FTGS 0 SEE SCHEDULE - - - 2 12 a 12" .0 5IMP50N LU528 OR AT CONTRACTORS OPTION, PROVIDE EQUAL AT EA..STAIR CORNER BARS SAME SIZE # NUMBER AS STRINGER BEAM OR FTG WITH GREATEST TOTAL I" FINISH TREAD C I AREA OF STEEL IN LIEU OF STD 1300 ACI 2-2"XI2" LEDG: HOOKS 0 LAP BARS 48 BAR? EACH LEG. ATTACHED 1/2"TL WEDGE / 3/4" CDx.RISER A SUB TREAD ANCHORS w/ A HERS STANDARD 90° ACI HOOKS 9 12" O.G STAGS RED II 2x4 P.T. LEDGER BD. SECURED t0 SLAB I I W/3" HILTI PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. g ELEV. +0'-0" 51MP60N LU526 W/4-106 NAILS FLR. PLAN - TO TRUSSES 4 imd NAIL5 FINISH ® ®> n d . a e s a >. . s > n , �,— --__ NOTE: AT BEAMS W/ CONC TO LEDGER COLUMNS BELOW 0 HOOK BARS DOWN INTO COLUMNS 4 LAP 9 VERTS A A-1 CORNER BEAM A-7 LEDGER DETAIL A-12 TYPICAL STAIR DETAIL LNITS FOOTING SIMILAR N.T.S. AT ROOF TO CONCRETE WALL NTS. 1 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 lv M qqaa 1 W� h O P w w INC Z mum U.1 wJm° > L rr ®� 0 3x aw v) 3 m °� O M Q K e L e � Q � C) o LL F LjCD zz ®U�CD (0 LLJ ' 1 p3-- U,00 E Q - U) m Sheet No: (2 of --sheets D A 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 TRICAL LEGEND 1N7F2'1 ELECTRIC METER ELECTRIC PANEL Ot A/C DISCONNECT ® 240 VOLT RECEPTACLE r - KITCHEN HOOD DUPLEX OUTLET ■ ■ ■ • ■ • • • ■ • • • ■ • • • ---------------------------------------------------------- ` a -- DUPLEX OUTLET - HALF SWITCHED o 00 n _ I 0 1. :Crri WEATHER PROOF DUPLEX OUTLET �I r' © © OVE M F ~ FLOOR CUTLET ' : 1 T L._.J yy' KITCHEN UNDER COUNTER Q TELEPHONE JACK DINNI F �— DISPOSALk SWICTH 7-- - ----------- ._._._.---- _._.__ ''/ 1 i ,_,r.a _.--'" !" i DISHWASHER I ( t` `'�.\ ■ 3 TELEVISION JACK I -(} �Ii , {y}I (y}. r{} / �-[y}� �[y]-, 50I1 - - GUEST RM O CENTRAL VAC. NOSE OUTLET , '' � ' 1 ' ' ' \ C ; FAN 44----J--------- J L-----------J L----- f� i __________- r______________ _I r___________�____i ! ``�_ O ` 1 WALL SWITCH + , —i---_ ' i I 1 i ; ■ -WAY WALL SWITCH 44Y 4-WAY WALL SWITCH , L _ .. r}' _ i4" DIMMER WALL SWITCH ! .�._. 44X MOTION WALL SWITCH i `\ r___________ ________________J ---------- i_____J O PUSH BUTTON SWITCH ! 1 ; \ / \ / \ / \ .� i '� - i FLOG}RjRECEPT.PANTRY WALL OR CLG. MOUNTED FIXTURE Ai ! i _`. • J. BOX ■ , _ _ �.�"_'_._. r'-'-I �L`', T JUNCTION BOX y R tom i ■ ■ 6'-8 AFF, " GREAT I f______ _______ _A .i.r _ _____i ' ' \ \ / / - i 1 -i `- PULL CORD FIXTURE ! __ ' _ ■ I , T _J �— _' ___ -' K ® RECESSED LIGHT FIXTURE T T EL V.P. ® VAPOR PROOF REG£SS£D FIXTURE i `i / !` / \ I ® 46 `. I / \ ■ ii FPANLOURESGENT LIGHT FIXTURE i — — FLOOD LIGHTS _ \ i — • ® EXHAUST FAN 6'-SI,AFF. - ■ I ' I % �'' i TO up t1l CABON MONOXIDE DETECTOR t SMOKE DETECTOR COMBO1 Q THERMOSTAT ' 1 I I I I I 11 I II11111 I I -i I,I III11 ' J ET SPRINKLER TIMER T ■ VVRTFY W/ OUIN€R - - - -- —SOFFIT ABV. --- __ - ■ FOR ACTUAL LOCATION --- `,`.�} -- 1 INTERCOM n' ■ _ - -- -- - - - __ I ® SECURITY SYSTEM KEYPAD , H5 ■ I — � I I - I Ohl J MOTION DETECTOR ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I-j■ ■ - ■ ■-_-------------� CHIME DOOR ALARM SOUND WHEN OPINED H G-5 SECOND LEVEL -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPEL THE LOCATION SERVICE AND SHALL LOCATE THE METER k PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE POTABLE GENERATOR PLUG JG -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS 48" AFF. OR ABOVE RAIL F MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. VERIFY W/ OWNER (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) FOR ACTUAL LOCATION -ALL BATHROOM AND GARAGE OUTLETS TO BE GP.C.I. TYPE. - 20 AMP. CIRCUIT HB no ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 6'-8" AFF -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH yp (�FCI Tv r — — �� ■ AND FIRE RATED BY ELECTRICAL CONTRACTOR I ............ ----- �I (��� I ■ INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF •'i= - ��� - ----------------- TELEPHONE JACKS 12" AFF ; — LIGHT SWITCHES 48" AFF E RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF ■ .L G !, - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) 6'-S"AFF ! LI�LI CAR CHARGER r -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR -___.___ I TELEPHONE EQUIPMENT INSTALLATION. ! ` !(5A -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO ', ' hJ'''' �. �r a°�.'Fol AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC i UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. i C. ; _ j ID -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. ca�-------- - ' -"" _" -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. I ■ ■ COVERED -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK; THIS 15 IN ORDER TO ! PATIO • _ \ ' PREVENT SOUND TRANSMISSION BETWEEN ROOMS j ` \ / -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) _ j /EV - TAMPER RESISTANT RECEPACLES (NEC 406,12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC WP. ----- GFI i ■ Q I / \ I ■ i IN 2011 NEC21ID52 ALL 125 VOLTS 15 k 20 AMP. RECEPTACLE i I • --- I — — — — _� • 6'-8" AFF C i ■ - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ {[} ® ----------------------- I `'1._.- I _., I `--------' ------------ I ' `-i HB ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - v HE A A-5 FIRST LEVEL 1 4ff-1 f-Off 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 10 11 12 113 14 1 15 1 16 Li o N r �a � M = N m rip d N W N my N f7 F 0 [TT. O c a a 10 Lo J U n® V h V* P OE 0 E uJ N M W O � mQ O M /p 0 3= U U V) w m 3 L iY Q O z P U W U W L" (D u J O LLJ z z oUoo W o S Q W O Q W 3: � =D c co Q V / --I IUD MOP FCaddTNO.: Sheet No: of --sheets N M L K G F E D A a o _Q1410 � � a N N \ q® qq m J i n o in C1 ® Ed10 a Lo p V W* a h o�' E z Q -- 0 0- o L <c U 0 � = U E— w W Mm U � G Ln o � -� .. o CK_ E ry W z z oUoo o � w QLLJ Q U � U \0 coCXD � Drawn by. MOH Wm Project No. Cadd File NO.: Sheet No: 0 of --sheets D