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Home My WebLink AboutBUILDING PLANN M L THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" K THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUT IONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY J CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE ° VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. * DO NOT SCALE DRAWINGS FOR DIMENSIONS H FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY. C' CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZEAND LOCATIONS W CONTRACTOR / CONCRETE NOTES: F CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR E CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP © + WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR, TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL G CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. B WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. AR . T 1,30 C ..i333b 5 6 7 A CUSTOM HOME FOR: THE HALBERT 64 DI ofla, lil''Im SITE 52 WATERSONG, ST. LUCIE COUNTY, FLORIDA CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. 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 A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION, THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - fm PSI1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF 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 RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY FREQ Q SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I., Fv = 285 P.S.J. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE AND MASONRY AT 4'-0" MINIMUM. COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: 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. WOOD TRUSS NOTES: ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 2 3 1 4 5 on 8 9 10 11 12 13 14 15 16 R301.2(1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0 z WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN Q FA N CATEGORY DESIGN TEMP. UNDERLAYMENT HAZARDS FREEZING ANNUAL o 0 $a..� SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE REQUIRED INDEX TEMP 0 °m R MPH, EFFECTS DEPTH 0 0 9A 110 MPH. EXPOSURE "D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA ZONE AE.1.0 NA. NA. 0 D � ul V. ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN AT TH E TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. 4. PROVIDE FIRESTOPS BETWEEN ,.CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPTON THE CASE OF APPROVED METAL CHIMNEY INSULATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD OF FIRE. 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES IN THICKNESS. NAILING SCHEDULE SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED) CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS, TILE, CARPET FINISH SELECTED BY OWNER ABREVIATIONS I SYMBOLS ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING LB. LABLE ADJ. ADJUSTABLE LH LEFT HAND AFF ABOVE FINISH FLOOR LTG LIGHTING AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE ANOD. ANODIZED M.O. MASONRY OPENING ANN. ANNUNCIATOR MFTR. MANUFACTURER AP ACBRSS PANEL OXIM TE MAS. MASONRYMAT. MATERIAL APPROX. ARCH. AP ARCHITECTURAL) MAX. MAXIMUM ® AT MECH., MECHANICAL MTL. METAL D BF q BOTLHpDFACES MISC. MISCELLANEOUS BLDG. BLOCKNG MTD. MOUNTED BLKG, BLOCKING MUL. MULLION N.I.C. NOT IN CONTRACT T. BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO, NUMBER CAB. CABINET O.C. ON CENTER CPT. CARPET O.D. OUTSIDE DIAMETE CI CAST IRON 0.F.C.I. OWNER FURNISH CK. CAULK CONTRACTOR IN TALL C-C CENTER TO CENTER CEM. CER. CEMENT CERAMIC OFF. OH. OFFICE OVERHEAD CT CERAMIC TILE OPNG. OPP. OPENING OPPOSITE CLG. CEILING CL CENTER LINE PL. PLATE CLR. CLEAET PLAS. PLYWD. PLASTER PLYWOOD PLAM. PLASTIC LAMINATED CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY P SCFT• P-VER SQUARE FOOT UNIT PSI POUNDS PER SQUARE INCH CONST. CONSTRUCTION CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. COLUMN PNL. PANEL COMB. COMBINATION COaNC. CONCRETE RAID. RgDIUS CONT. CONTINUOUS RADN RADIATOR, RADIATION CONTR, CONTRACTOR REINF. REINFORCE CTSK. COUNTERSUNK REVS. REVERSED CFL. COUNTERFLASHING RH. RIGHT HAND CRS. COURSE READ. REQUIRED RM. ROOM DP. DAMPROOFING R.O. ROUGH OPENING DECOR. DTL. DECORATIVE DETAIL S.C. SOLID CORE DIA. DIAMETER SCHD. SCHEDULE OIAG. DIAGONAL SEAL. SEALANTSEC. DIM. DIM NSION SECTION DIFF. DIF SER SERV. SERVICE DO. DITT SHT. SHEET DR. DOOR SHTH. SHEATING DBL. DOUBLE SUM. SIMILAR D.F DOWNLAS FIR S.O. SHUT-OFF N.D.S. SLIDING D. DOWN SPOUT DWG. SPEC. SPECIFICATION D DRAIN SQ. SQUARE S.F. SQUARE FOOT EA. EACH SST. STAINLESS STEEL E. EMER. EMERGENCY STD. ST STANDARD STEEL ENG. ENGINEERING STOR. STORAGE EL. C. ELEVATION ICAL STIR. STRUCTURAL EL EQUAL SUS. SW. SUSPENDED SWITCH EQUIP. EST. EQUIPMENT ESTIMATE(D) SYM. SYMMETRICAL EXH. EXHAUST T.C. TREAD EXP. EXPANSION CURB EXT. EXTERIOR TEL. TELEPHONE EXIST. E.J, EXISTING EXPANSION JOINT TEMP TEMPERED T&G TONGUE AND GROOVE OF FINISH BOTTOM FA4OFSTNRY O TOP .0. T CURB Fp.H. FIRE HOSE TW TOP OF WALL FLORROOF T.O.C. TOP OF CHIMNEY FLR. T.0.FR. TOP OF FRAMING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER FLG. FLASHING T.O.P. TOP OF PLATE FL. FLUSH T.P. TOILET PAPER HOLDER FLUB. FLUORESCENT FT. ET TYP. TYPICAL FOOTING UL. UNDERWRITERS LABORATORY U.O.N. UNLESS OTHERWISE NOTED GALV. GALVANIZED UTIL. UTILITY GB GRAtltl BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER VENTILATION GR. GRADE VERT. GYP. GYPSUM BOARD W.F. WALL FABRIC WP. WATERPROOFING yy o p W.C. WATER CLOSET HDW. HARDWARE W.H. WATER HEATER HTT. HEIIGHT� W10 WITH H.I H6LLZOpW WITHOUT METAL WD. WOOD H OR. HOSE TNT L WT. WEIGHT H.C. HOLLOW CORE H.S. HAND SHpWER SYMBOLS HVAC HEATING[ VENTILATION AIR CONDITIONING & AND INCL. INCLUDE ANGLE IN. INSULATION AT INT. INTERIOR CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND K.O. KNOCK OUT # POUND OR NUMBER 11 1 12 1 13 2 DETAIL NUMBER DETAIL REFERENCE A-2 SHEET NUMBER ELEVATION REFERENCE ai ELEVATION NUMBERSHEET NUMBER N ^ SECTION NUMBER SECTION REFERENCE as SHEET NUMBER ROOM REFERENCE 51-0-21 ROOM NUMBER DOOR REFERENCE O DOOR NUMBER WINDOW REFERENCE O WINDOW NUMBER NOTE REFERENCE REFERENCE NUMBER REVISION REFERENCE REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2014 (5th EDITION) FLORIDA E31.1I1-DINCa CODE- RESIDENTIAL 2014 (5th ed.) NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JUR15DICTION OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, BUILDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 60-0" MEAN ROOF HEIGHT: 30'-4 1/2" BUILDING EXPOSURE: 11DII WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB. PSF ROOF TOP CHORD DEAD LOAD: 16 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: 10 LB, PSF FLOOR FLOOR LIVE LOAD TOTAL : 40 LB. PSF FLOOR DEAD LOAD TOTAL: 10 LB. PSF IMPORTANCE / USE FACTOR: 10 MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT t CLADDING: YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION FIRST LEVEL = 1035 SF. 9306 CF. SECOND LEVEL = 1536 SF. 18,432 CF. THIRD LEVEL = 1165 SF, 15885 CR TOTAL UNDER AIR 4335 SF. 43623 CF. I' " COVERED ENTRY = 31 5F. COVERED PATIO = 434 5F. BALCONY = 418 SF. MECH. AREA. = 50 SF. GARAGE. = 521 SF, TOTAL UNDER ROOF 5,861 SF, SCANNEL BY DRAWING INDEX A1.1 COVER SHEET A5.3 RIGHT ELEVATION A2.1 SITE PLAN & DEMOLITION A5.4 BUILDING SEC11ONS & A3.1 PILLING PLAN A5.5 DOOR & WINDOW A3.2 SLAB PLAN DETAILS & SCHEDULES A4.1 FIRST FLOOR PLAN A6.1 " sra ROOF PLAN- A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN PLUMBING RISER A7.1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AEA ELECTRICAL PLAN A5.2 LEFT ELEVATION AE.2 PANEL SCHEDULES 14 1 15 16 M a kt 1 m �Ipn- n O go =sip atN \m J . $W) K P 0 Lu g +� Lu z y� mz a J /lwn) v yz w Q LL �D 0 z� /R Z �Y a d o f '0 ho H W W � $ cn 8� clf G LLJ O Jt it� U Drawn by. MOH HA Project No. Cad dd File NO.: Sheet No: 6 of --sheets F C 0-1 1 2 3 4 5 NAD'63/90A S SURVEY LTA. iTYP) j \ N E 8952839 00 2 7 \ FLORIDA DEPARTMENT OF NATURAL RESOURCES I CM / 9477A-16 I I 6 7 8 9 10 11 12 13 1 14 15 16 MEAN IeO1 WATER LINE I \ LOCATED 04/tO/2017 \ \ \ %D NAIL *DISK \ NAVD tees DATUM M \ LB 111 4286 LQea ELEVATION LIE e6\40tTAL NOON WATERLINE LOCATED 04/19/2017 NAVD ISM DARN &4 ELEVATION LINE I \ A \ Q 0- \\ 7 01 \\ NOTE: SEAWARD LIMITS OF \ CONSTRUCTION/CONSTRUCTION 0l \ \ FENCE COINCIDENT WITH 1972 / 1 / / \ O nOQ CCCL (EAST PROPERTY LINE). / r' Lo 'Gop o, \\b FLOOD ZONE VE-11 ° �Zycn � -Io \ N mZ�� / F J LO -4 0 G'J CCo\ \ \ )p\ cp // ��\ f ELORIDA STATE PLANE COORDINATE \ 13 n S \ NAD 83/90 US SURVEY FT. (TV) 3 \ \ \ \ I 02 �� \ FLOOD ZONE E—Y o E 896225.12436 8 LB /FND 54285 RC \ 1 C'I0 \ , , STATE PLANE COORDINATE " MO UM T OUD NAD 83 C , NAD 83/0 US SURVEY FT. (TYP) \ `\ B 1 I a6 \ E 89774481.991 LB ��/gg \ s7288 Rc s _ _ —FLOOD ZONE AE-6— � I �` \� LOT 49 \ D 1 e E \ \ A VACANT \\ \ \ \ 7 s N653 3 \ \ o \ I \ \\ \\ 125 3 \ V� w \\ o ,1 I IDA STATE PLANE COORDINATe ,\\ \ \ \ \ 5 2 IR� \ N Ng5 \ \ p NAD 83/90 US SURVEY FT. (TYP) , \ ,o 'o \ � NO MONUMENT FOUND N 1111888.588 \ / \ \ \ ' °' 0 2g2\ \ H I E :M7031.463 \\ \ \ SEASONAL HIGH WATER LIE +5 ORI S A P A Y\ � LOCATED 04/1e/2m7 12�3136 \ \\\ \\ 91 US9. 60 ( ) t,� \\ \ &4 ELEVATION LINE NO 1A i \\\ \ D 5/8• IRC LOT 51 x s4 \ n `, \ 0 4zelt ACANT A�' \ ` \ `? v S \\ \ \ \ NAD' 0/90 S SUATE PLANE Fr. (TYP �1M G II N V N \ \ \\\ \\ \\` \ N /t 515.0715 16G� 3136 x 6 \� o \ D \ \ \ \ \ \ \ r \ FLORIDA STATE PLANE COORDIANTE \ NAD 83/90 US SURVEY FT. (TYP) Ut\` ' 65=3136 \ a E 896323.3.1248 FLORIDA DEPARTMENT OF \ g54" E \ `t �\ 4 \, \ ZenP ENVIORMENTAL PROTECHTION FOUW NAL a Dsc \ \ ao?\ O V �\ MON / S-765 / C� NAwAIM M Y I n G A SCALE 1'-OLE=30' 1111770.727 t \\ \ \ G , n ` — /FLOOD ZONE VE-11 / v i �i ® \ ENCLUBSPACE TRACT- -A �i ® \ \/ 0,USE & POOL \ \ A,10 36" 0 \ WATER MANAGEMENT \ \ \ \ N65 31 \\ \ TRACT #2 \ \ \ \ ® \ \ \ \ \ \ N s \Z \ \FLOOD ZONE \, E —�LO O \ \\ \ 0 \ \ \\ \� p000 00 3 / -,FLOOD ZONE AE-6/ \ �� a \ // R-66 C)q\ Q, t\ NO MONUMENT FOUND 1) Boa / \ / 00 � \ \ y- \ \ \ \ ptISTATE PLANE HATE NA 03 \ / \ NAD, Fr. ITYPI ` 9 896151980 \ / NAD'83/ STATE SURVEY (TYP SITE PLAN NATURALDEPARTMENT EPAR MEN \ / NO MONUMENT FOUND \ N 1 fVl r 0 4 0 1u, Ti AREA TABULATION FIRST LEVEL = 364 5F. SECOND LEVEL =6� THIRD LEVEL = 1165 SF TOTAL UNDER AIR 3665 SF, COVERED ENTRY = 31 SF. COVERED PATIO = 434 SF. BALCONY = 418 SR FLEX SPACE = (A ,C) 610 5F. MECH. AREA. = 50 5F. GARAGE, = 5215F_ TOTAL UNDER ROOF 5,861 SF. NOTE: SITE PLAN 15 FOR LAYOUT PURPO5E5 ONLY. COORDINATE UITH SURVEY PLAN FOR ACTUAL DIMEN510N IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION, LOCATION MAP NOT TO SCALE LEGAL_ DESCRIPTION BEING ALL OF LOT 52, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. Z • 0 Z ~ Q W a� W � N 0 °m% D_ 0 ��- 5g , �0 O u U M a I m� nt ai ai J �$d 0 =Sty �N ; It • $ P K ,0 �w N 0 W EP 8 O LU LU E HLU P J �� yZ wM Q LL _ �F 3 W j z m 4 0 ,Y Z 4 Z a o f II� 0 o H 5 Q CL G EC-8 �i FIIIIIIIIIIII F W a 0 o WU= E CDram, o _ WV1 ~ o E� Q Drawn by: MOH HVN Project No. Cadd File NO.: Sheet DNo: of --sheets C A 5 11 7 I 10 12 13 1 14 1 15 1 16 N L J H E C 1 I 2 I 3 I 4 I 5 BEARING WA 6" CONCRETE "i PILE DOWEL (3) °5 TOP 0'-0" FIN.FLOOR SLAB 14e1211EW. 03 m 1211 U.N.O. (3) 05 BOTTOM 14" AUGERCAST FILING L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD 04 612" x6'-C" 6 IS" O.G. TRANSFER ` OVER INTEI GRADE BE •4 a 1211 EA .WAY 6' CONCRETE S J #5 TOP M3 3) 05 BOTTOM FILE DOWEL AUGERCAST PILING GRADE BEAM 3 "Z" BAR TYPICAL 6 7 8 9 10 AU6ERGA5T PIL 5: CONCEAlFD FAS"INSS ORArr.ACN,dENTS ARE ?HE RESFONSIBRITV OF THE GENERAL: AU6ERGA5T PILES ARE PLACED BY ROTATIN5 A CONTINUOUS FLIGHT HOLLOW SHAFT CDNTRACTDRppRECORD AUGER INTO A PREDETERMINED PILE DEPTH. HIGH-5TREN6TH MORTAR 5HALL BE PUMPED WITH SUFFICIENT PRESSURE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE TERMITE TREAT_MEN'f COLLAPSE AND TO GA 15E THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS kEQUIRED ZONES OF THE 5URROUNDIN6 SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE --"""— THE INJECTION POINT 5HALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RA151N6 OF THE AUGER 50 THAT THE H16H-STRENGTH MORTAR HAS A 915PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THIS METHOD OF 03AOUddb3bV&\U O3dBN1 -LLM PLACEMENT 5HALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WNETI ER THE HOLE 15 SMOaNIM aW 9"Oaa 71V NO NVOM SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. mWilawAmm3OffiNIIM H16H-STRENGTH MORTAR% THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE 3ONbTIdW000DN8ONd44HQ1OVdn IOV:TM OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO F�IAAOHBS318V,163l0NvSd PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN 5U5PEH510N WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER 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 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRE:N&TH OF THESE PLANS AND ALL PROPOSED WORK 5,000 P51 AT 26 DAYS. THE MORTAR MIX 5HALL BE TESTED BY MAKING ONE SET OF 2" CUBES ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT FOR EACH DAY DURING AUGERCAST PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF MAY BE NECESSARY IN ORDER TO 2 CUBE5 TO BE TESTED AT I DAYS, AND 2 CI)BE5 TO BE TESTED AT 26 DAYS. TEST CUBES COMPLY WITH ALL APPLICABLE CODES. SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM CIOQ, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPAN-40N BY A TOP PLATE. C;FADE 5E,41' 4 5C�4EDULE RE INFORING DETAIL GONC.OR MASONRY MARK SIZE(WxD) I DESCRIPTION NO. 50T TOP MIDLE 1 03 TIES G13 CL I., COLUMN 4' MATCHING DOWELS G5-1 24" x 30" (4) "1 (4) °l (2) 45 6" O/C TYP. EXT. WALL LU II 8 BAR DIA. MIN w IL "I : W/STD- HOOKS GRAD ► It Cl) "6 TOP EACH WAY I W/ 18" HOOKS G5-2 24" x 24" (4) "6 (4) "6 (2) "5 8" O/C - L13 II iv II A G5-3 IS" x IS" (3) "5 (3) "5 _ IS" O/C GARAGE 6" STEP Gl _Lu (Z) "6 BOT EACH WAY o I I o W/ IS" HOOKS . �• GB-4 IS"x24" (3) "5 (3) "5 (2) "5 8" O/C SOP SEAMLAB 1-1 {, '�_ �• 4 F' • 0 r_ 1 3 PG -I 36"x80"x20" (4)% AT LONG WAY PILE CAP HOOK G4 (8J�6 AT. SHORT WAY BAR AT EACH END PC-2 48"x48"40" l(o)B EACH WAY TOP AND BOTTOM. — — FILE CAP HOOK BAR AT EACH END G4 SIMILAR PAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS PC-3 36"xl2"x20" (4)% AT LONG WAY (lAry AT. SHORT WAY PILE CAP HOOK BAR AT EACH END G4 SIMILAR REMAINSPAGE OTHERS EQUALLY EQ. Q PC-4 36"xll6"x20" (C0% LONG WAY (12)% SHORT WAY 2 LAYERS TOP AND BOTTOM G4 SIMILAR SEE WED PG-5 60"x60"x20' F SIMILAR TOP AND BOTTOM. AND BO TOM G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDULES N.T.S. N.T.S. A — 4 1 /4» =10-0» 4 5 PILING PLAN 6 14'-411 2'-4" 1- 31-61 1'-0" 1'-m" W � e � m n 14'-4" I. 2'-4" I. 3'-5" I. b'-011 V.0" 11 I 12 13 14 15 L NTY f'M- - L?�1c REVIEll'ED FO ION IdEVIER'ED BI DATE pLANS.4.ND ._ �.IIT!!?i TBE tJR NO LVSPECTION �y)I L BE MADE. ON JOB 0 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ 01 x 20' (EXTEND 15" INTO GRADE BEAM.) AND 4-05 BARS W/ 03 HOOPS • 10" O.G. FROM PILE CUT OFF TO 15' FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.C.I. 545-84 IV-13" TOTAL LENGHTH BUILDING L13 N.T.S. G13 N.T.S. 6" CONCRETE SLAB 6 (3) "6 TOP *4 al2" x4'-0" a 1211 O.C. S0 DEGREE HOOK e3 a 1211 STIRRUP U.N.O. 1 11/2" MIN. COVER Lu (3) "6 BOTTOM "i PILE DOWEL 48" E SGHED 14" AUGERCAST FILING 12" GRADE BEAM 2 (2) "4 (FL.PERIMETER) 04 618" x4'-O" m 12" O.G. '10 DEGREE HOOK TYP.ENTIRE PERIMETER "4 a 12' EA WAY 6' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) " l TOP (2) "5 MIDDLE 03 m 11 UNA. a u, 1 z" MIN. COVER li "1 FILE DOWEL (3) " l BOTTOM 14" AUGERCAST 48" g„ y„ PILING GRADE BEAM 1 GB-1 TYP. 6'-1011 61_011 6'-011 m0 Ai_/ 11 IV-13" TOTAL LENcHT BUILDING (01.011 O T oil z 0 Z n 0 n ,(n/ �H a U)� w N 0 om� a 0 go vt� �0mIL V U 111■u■ IL Q IL mg L 005 0 w V. '� CN �ma `D S0, p v �w e 0• V N o W OE yLU P J LU w Q LL yz_ j Z 0 a 0 0a Z Z a o f '0 o H <1 n 1-1 9 I G CD z_ iSE i 5 Lu F W � U W E U J il Cu N 0 o w w U Ln Drawn by. MOH HVN Project No. Cadd File NO.: G Sheet No: 9 A of --sheets 7 8 9 10 11 12 13 I 14 15 1 16 a M L K J 2 G F E J G i 1 2 3 4 FOUNDATION NOTES: I. FLOOR SLAB TO BE b' THICK POURED CONCRETE 51-AB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL V15GlUEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE TREATED PER LOCAL CODE. 2. C0NGRETE SHALL CONFORM TO AGI 5003 AND SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH IN 26 DAYS. MAXIMUM SLUMP 5, 3. REINlFORCIN6 STEEL 5HALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWINS MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3, TOP 2' SIDES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 3/44 MIN. 4. ALL FOOTING SHALL BEAR ON NATURAL. SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE CLEAN, 6RANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A, STRIP A FOOT OF EXI57IN6 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL 5HALL BE CLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. C. PAD, FOUNDATION TO BE SUPPORTED ON RLIN6. 6. 6ENERAL CONTRACTOR 5HALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PAD5, LOAD BEARING WALLS, STEEL/CONCRETE/WOOD COLUMM5, WOOD HEADER5, CONCRETE BEN-15/TIE BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRUSS MANUFACTURERS DRAWING BEFORE THE POURING OF CONGRETE FOOTIN65/PADS AND SLAB. 1. COORDINATE A/C, , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENIN55 IN SLAB. 5. SLEEVE ALL PLUMBING PENETRATIONS. 4. SEE ATTACHED AUGER CAST PILE SPECIFICATION A V� A -1 1 /4"=1 ' -0" 1 V-4" 3'-2" TYP, BRICK PAVER (TYPICAL) 5 1 6 1 1 8 9 1 10 1 11 12 1 13 1 14 1 15 1 16 C1 TYP. MATERIALS A) PORTLAND CEMENT: PORTLAND CEMENT SHALL GONFORM TO FEDERAL SPECIFICATIONS 55-G-192 OR GURRENT ASTM STANDARDS, DE516NATION GI50. B) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LICEOM MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROGE55 OF HYDRATION OF PORTLAND CEMENT. C) FLUIDIFIER: FLUIDIFIER SHALL 13E A COMPOUND P055E551N6 GHARAGTERISTIG5 WHIGH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDIN6, A5515T IN THE DISPERSAL OF CEMENT 6RAIN5, AND NEUTRALIZE THE SHRINKAGE OF THE 111614-STRENGTH GEMENT MORTAR (INTERAID AS MANUFACTURED BY THE 6ROUT SUPPLY GOMPANY, BRECKSVILLE, OHIO MEETS THESE 5PEGIFIGATION5). OTHER COMMERGIALLY AVAILABLE ADMIXES SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. D) WATER: WATER 5HALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EWA6 , OIL, ACID ALKALI, 5ALT5 OR OR6ANI6 MATTER. E) FINE A66RE6ATE: SAND SHALL MEET THE REGIUIREMENTS OF CURRENT ASTM STANDARDS, DES16NATION G33. THE SAND %HALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM IKLIURIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER PR ETERIOL15 51,1135TANCE5. IF WA5HED, THE WA5HIN6 METHOD SHALL BE 5" AS WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL 5UB5EQIlEN'TI..Y BE PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE M015TURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FIWNE55 MODULUS BETWEEN 1.40 AND 5.40. THE FINENESS MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE GUMULATIVE PERGENTAlSE5 RETAINED ON U5. STANDARD 51EVE NOS. 16, 30, 50 AND 100. 16'4' TOTAL LENGHTH BUILDING 41-011 1 31-411 31.411 31_4" 2 I_/ " FEE. 0.01, OR 8.0 NAVD 1 Zo 6" THICK GONG SLATS w/05 5AR2S e12" O.G. EACH WAY ON 6 MIL VAPOR - ■ BARRIER OVER TERMITE TYP, TREATED WELL COMPACTED FILL ■ CI \ Y3' IIII V-0,1 31_111 31-411 31_011 �n f r T — F1 r \ 1,1 �W- ®� CI TYP. .41 11.011 31-811 311 3'-4" 3�4' 3'-4" 31.4" 3'-4" 15'-6" FIRST FLOOR SLAB PLAN 2 3 4 I 10'-V AG PAD F.F.E. -6" OR 15 NAVD MIXING AND PUMPING OF 1116H-STREN&TH GEMENT MORTAR: ONLY APPROVED PUMPIN6, CONTINUOUS MIXING AND AlSITATIN6 EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLIN6 OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT 51ZE 5HALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOM06ENEOU5 MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS 5HALL BE SUCH AS TO PRODUCE A HOM06ENEOUS MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR RUMP SHALL BE A P051TIVE DISPLACEMENT P15TON TYPE RUMP CAPABLE OF DEVELOPING DISPLAGIN6 PRESSURES AT THE RUMP UP TO 350 P51. THE MINIMUM VOLUME OF MORTAR RAGED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOGATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN 1 -1/2 INGHE5 OF DE516N LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-51UILT SURVEY OF PILE LOGAT10N5 SHALL BE PERFORMED BY A FLORIDA RE615TERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE RECORD DRANN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT THE RECORD DRAWINGS TO THE ARGHITEGT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDER% AND TIMBER5) BE ENCOUNTERED WHIGH SHALL PREVENT RAGING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH 1, AND T1415 SHORT PILE ADDED TO THE UNIT LENGTH% FOR PAYMENT. IF REQUIRED BY THE ENSINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN AGGORDAMGE WITH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WERE THE PENETRATION OF THE STANDARD AUGURING EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE Ci REINFORCED MASONRY c5 8"xl6" POURED CONC. COL. w/ 1-5 m VERT. COL. w/4-% 0 CONT. FILL w/ 4000 PSI CONC. w/ 03 HOOP a 1211 O.G. Cs RE INFORCED INFORCE COLMASONRY c6 . 8'x12" POURED CONC. . w/ 2-'N6 A VERT. FILL w/ 4000 PSI CONC. COL. w/4-06 0 CONT. 12"x12" POUND CONC. w/ 03 HOOP a 12" O.C. c3 . COL. w/ 6-*3 9 VERT. w/ 03 TIES ® 8" O.C. C7 ® ro"x ro" WOOD POST 3112"x3112"x1/4" T.S. COL, W/ 14" "5 0 REIBAR THRU c4 ■ FILL w/ 4000 PSI CONC, THE POST EACH WAY WITH WOOD WRAP 3'-81, 1 3'-4" 1 3'4' 1 31.011 1 4'-8" 1 2'-8" Gv e J ■ e CONCRETE 5LAE5 m HWH FREEZ R.O. _ 61 Is" 31_011 \ 41_CII HWH PAD\ m Y - OR 15 NAVO 6" �q � 6' il 1_p11 C5 V V 4'-Y Y-51/2" 4'-91/2" 1 48'-611 31141 ELEv. -2411 SLO OR 6.0 NAVD GARAGE "I THICK CONC. SLAB w/05 E)ARS� 610" D.C. EACH WAY ON 6 MIL VAPOR 5ARRIER OVER TERMITE TREATED WELL COMPACTED FILL 1 I' 414011 20'-0" 1. 2'-4" 21_p" 31_011 21_411 21_//,II -411 31.411 3'-011 V IL'2 [ NN// ' \ J" 1\9 Ow \ T11 GONG E. TEN4=-9 W/ SRICCK Pxl ' D TO ■ ■ ■ ■ H6 cz V-21/2" 4'-91/2" V-4" 31.511 Iv_01 T -41" PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRE55ION AND 10 TONS FBR PILE IN TENSION. PILE DIAMETER 54AU BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 16 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). A ISURIN6 EQUIPMENT: THE HOLE TH ROUE H WHICH THE H16N-5TRENISTH MORTAR 15 PUMPED DURN& THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE GUTTING TEETH. THE AUGER FL16HTIN52 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO 6AP5 OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INCHES. AUSER5 OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE 6UIDE. THE AUSERCAST PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5" VERTICAL REINFORCING BARS WITH #3 TIE5 ® 10' C/G EXTENDING 151-0" BELOW PILE CUT OFF ELEVATION AND 1*1 VERTICAL REINEORCIN6 BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVIGE5 FOR REINFORCING CA6E AT 10'-0' G/C MAX. SPAGIN6. 3EAM XU CONCIETE MA50NRY ARE UNGROUTED :AL ATION MEMBER :AWAY WALL CONSTRUCTED OF JrORCED,HOLLOW CONCRETE 4RY UNITS NOT TO EXCEED 8" XNESS). BEAM OR STRUCTURE VERTICAL FOUNDATION MEMBER WAVE CREST HOLLOW CONGRETE MASONRY UNITS An UNSIROUTED BREAKAWAY WALL CONSTRUCTED OF _a a STILLWATER UNREINFORCED, HOLLOW CONCIRETE = ELEVATION MASONRY UNITS UNITS NOT TO EXCEED 8" IN THICKNESS). GROUND SLAB ON GRADE SEE PLAN a m � e E 14 BREAKAWAY WALL SCALE: NTS. FRANGIBLE WALLS n FOUNDATION NOTES: I, FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT A8 SHOWN ON o PLAN ON 4 MIL VI5a)EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL GORE. 2, CONCRETE SHALL CONFORM TO AGI 516/83 AND SHALL HAVE 4000 P51 DIVE STRETI6TH IN 28 DAYS. MAXIMUM SLUMP 5', 3, R INFORCIN6 STEEL 5HALL BE A5TM 615 6RADE 60 AND NAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR 6RADE BEAMS: BOTTOM 3', TOP 2' SIDES TO BE 1 I/2' CLEAR COVER FOR SLAB TO BE 3/43 MIN. e a ON ca 4 ALL FOOTING SHALL BEAR ON NATURAL SOIL PREPARED, A5 IN NOTE 5 BELOW. 5 ALL FILL TO BE GLEAN, 6RANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXISTING SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOL15 MATERAL5 MUST BE COMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER G. FILL SHALL BE GLEAN AND 6RANAAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERFYING LOCATIONS OF ALL CONCRETE FoOTIN65APADS, LOAD BEARING WALLS, STEEL/6ONCRETE44000 COLUMNS, WOOD HEADERS, CONCRETE BEAMS/TIE BEAMS AND HE16K ELEVATIONS OF EACH WITH TRU55 MANUFACTURER'S DRAWING BEFORE THE POURINS OF CONCRETE POOTING5/PAD5 AND SLAB. 7. COORDINATE A/G , MECHANICAL, ELECTRICAL 4 P1UIMBIN6 PLANS FOR REWIRED OPENIN66 IN SLAB. 6. SLEEVE ALL PLUMBING PENETRATIONS. p• SEE ATTACHED AUGER CAST PILE SPECIFICATION `.. rr 1. Z • 0 Z m � Q N LU JJ 0 �m v 0 D "m U U, w a 1 r Ili � � a .0 'm � m ■n� p M R W O 0, v/ E v O � E LU ` Z P o Il, M w n Q LL yz � V) z " 4 0 m Z Z a O :E .,� 0 o z9 Q 0— b < C/-) 'E iS i� W j■YN o U C:) ^� J W o Oa N 3 U�i■■� . MOHHVN E DATE PERMIT SET 06;44 Sheet No: 0 of --sheets 5 1 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 I 16 N (2R. +TR = 24 TO 25) M 1.2" + 1.2" + 10" = 24.4" 2x TREADS NAILED AND SET IN MASTIC / FIN. FLOOR L 2 I HEADER OR GIRDER TRUSS 2x12 STRINGER P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. 7�FIGAL STAIF DETAIL NOTES: HANDRAIL SHALL BE DESIGNED 4 CONSTRUCTED FOR A 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 2x6 SAFEGUARD TOP 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) z � l7 Z p 2x2 PICKET SPACED TO „ O REJECT 4" DIA. BALL. y 0 (VERIFY W/ OWNER FOR STYLE') `r O H_ REAP -� 1/4" COUNTERSUNK LAG SCREWS N EA. PICKET) STAIR STRINGER S T A I F SAFEGUARD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST H J-1 TYPICAL INTERIOR STAIR & RAIL DETAILS N.T.S. G F E .® U C A i 13'-6" V-2 1/2" O 29'-10" WALL TYPES ONE �✓1 SSIDESLOFER 0/8" OR 6P'SUM METAL STDUDSNBTH @016" 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 2014 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX 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 ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. 5/8' STUCCO ON 8' CONCRETE BLOCK. GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wi" NOTE FILLED CELL COLUMN MAX. 32" SPACING 21'-4" 1•��r I \ \ �%ER LLAV. BATH 2 c uiG 2 SUITE tuB 31 \ \ I \ \ \ �4q 36 30 SFIIAt LAY. Ij. 111' y� k I BATIK 3 7. I c1 \\ KITCHowLAUNDRYc I LAV. we ILAv'►'1Ir c c 3' 3' 2 g \\\ LAV. FOXER 3WG \ 3' P� \ c me GUEST RM CABANA 3' BATS{ 3' \ �, \ 3' \ \ HYDROVENTING CALCULATION: PER FEMA : 1 SF GROUND FLOOR AREA WILL PROVIDE 15Q. INCHE OF VENT REQUIRED: TOTAL 510 SF = 510 SQ INCHES PROVIDED: 16"xW=128 ®4 = (?W SQ. INCHES (SMART VENTS MODEL 16W520) = 200 SQ INCHES EACH HB 1 I_ L�_I Fifi-lr I6"W. SilkHYDROVENTS 1 II II II 4" ABOVE FTMOOR�L I 15'_6" I PS'_6" �1 yy dl 11 if10'-p" 11 a) 20 $ i I GARAGE STEPS WITH BRICK PAYE 1 ;- NWN FREEZ RO. SLOPE _ (TYPICAL o 2) � 4'-5" 1 ALL WALL PARALLELL 1 FLEX SPACE o TO SHORE LINES SHALL i BE FRANGIBLE WALLS I N SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING e I I NOTE 6 I I I (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EMEND FROM THE TOP OF FLOOR TO �2 a. TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO I I THE UNDERSIDE OF THE FLOOR OR ROOF SLAB COVERED PATIO I ■ ' _ 71 ELEVATOR EQUIPMENTS I 4 6"x I T-0" AFF. ON SHELF I I _ 2880 2880 3080 / \ \["FOR I / I / ACTUAL ACTUAL OF ENItKs PE O I6"W. Silk HYDROVENTS ■ L IN. IG RIFY W/ 4' ABOVE FLOOR LEVEL 6.4l, --------------------------- 3 I 1 ( I i I StO� 1 i ■ 2480 CABANA I r l I I ENTiY I I ■ -------, FOYER T I r \�^ /� ]F O 19 IS R 1I = 11'- I �. ! I� 1� RAIN R I I I Wy VJ 11 D I ® .16 i ;' s�oPe To s^ 1 - --- (2 1.161' + +� I 2 T 2) --------- ----------------- ; - ----------------------------------------------------------- ■L--� I" 1101 O O O HB 13'-6" V. 8'-6" 25'-312" 10'-0" 4'-81R" 3'-8" I'-0" 8'-0" 64'-0" A A-1 FIRST LEVEL 1/4 "=1 '-0" 11 2 3 I I I I 4 1 5 1 6 7 I 8 1 9 1 10 1 1 1 1 12 01 E13 PLUMBING RISER DIAGRAM MIS(, NOTES: L 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 �4" THICK (UN.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 FRG. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/5" 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 2010 EDITION, 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102.4 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, 5.1 SQPT. 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��4 AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS.- s A14 GENERAL NOTES 13 14 1 15 1 16 Z0 O z FWN V_ W on) ~ N W O00 Q W g1 < 0M n� a 0;� mIL �0 j U U, a 1 r � Lj a �m10 J I ■ a �3 o C N C N Id it .1 S d 3 P h � h 01 O Lu Lu yz P 0 W m wM Q LL U ai J 3 m � i m Z a o V Z Z a o � '0 h2 mi z � 3 s J �a • Q a J F% LL i ENO w w -c � O W U J W V) W a 3 N C-) ENO W) l us DATE I ROGRESS REV. 2 1 10-07-17 Sheet No: 0 of --sheets 2 3 14 5 6 ( 7 8 9 10 1 11 1 12 13 14 15 16 a a 0 I 2 J H G-1 1/4 "= 1 9-0" G A E I C I A D A-1 1/4 "=1 9-0 $1 B C e "s a C a e NOTE FILLED CELL COLUMN MAX. 32" SPACING SECOND LEVEL OF ROOF BELOW WALL TYPES #NE LAYER OF 1/2" GYPSUM BOARD ON BOTH ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE / 1' : METAL STUD @ 16" D.C. INSULATION.ONE HOUR1 PER F.B.C... EDITION 1 FOR WALL SIZE) STUCCO 1 : CDX PLYWOOD SHEATHING ON EXTERIOR BOARD ON INTERIOR 1 STUDSC • D.C.BATT INSULATION. NOTE:1 GYP. :1 @ INSIDEOF CHIMNEY IVA ae .. �, _.;fie. -.;.;a. �:•- 1 1 :1 1 1 WOOD FURRING @ 16" O.C. W/ 4 INSULATION ON INTERIOR : : STUCCO ON EXTERIOR OF : - — CONCRETEBLOCK. r• i � � STUCCO 1N 8' CONCRETE BLOCK. : :1`'1 PARTITIONS WITH11 ►1 1 1 1 111 1 MISC, NOTES: TYR 1. ALL GL 55 IN DOORS t ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 8 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 E BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.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. 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 nJ(, � � _l►1•Si 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 FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. THIRD LEVEL I G14 I GENERAL NOTES Rnp " � 0 0 a 0 0 ui w 0 U a c v � a O J � n go =Sty �N '0 U .0 �w N Ln EP 0 E -0^Lu Lu Z .� z 0 M W M �1 U, w J Q LL yz J O m 4 0 ZZ LL o f u h 0 wUz o O a uJ W a J W A N _ O � 3 U un W Q ` ' Drawn by. MOH HA Project No. Cadd File NO.: Sheet No: /� Qtif❑(� of --sheets in L 2 I a 9 F I C C U 2 3 1 4 1 5 1 6 7 8 9 10 1 11 12 1 13 1 14 1 15 16 1 1 2 13 1 14 1 15 is I M L 2 J H L F E 0 I i' NEOPRENE CLOSURE SEALANT BATTEN WATERPROOF L-1 HIP / RIDGE ELEVATION MATERIALS KEYNOTE YM50L DESCRIPTION IO ALUMINIUM ROOF �2 EXTERIOR WALLS W1 SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO BAND a SURROUND Q DECORATE SILL d HEADER O ALUMINIUM LOUVER O DECORATIVE SHUTTER n I DECORATIVE CONC. SIDING LOOK 5/34" R OVER 1 W12" STAPLE TRUSS AT E� (SEE I Cn 3 1 4 5 6 7 8 9 10 11 12 ATTACH RAILNG FLANGE TO HOUSE HIP/RIDCsE COVER STUCCO FASTNER CLOSURE 26 GA.,ALUMN. COUNTER FLASHING, STANDING: SEAM ALUMN_ ROOFING DETAIL SHOWN FOR WOOD STANDING SEAM FRAME SIMILAR R FOR BLOCK ALUMN.. ROOFING CONSTRUCTION 26 GA. GALV. METAL VALLEY FLASHING SEALANT PLYWOOD — ALUMN. "L" FLASHING SEE 'S' DWGS FA AT 12" O.C. STANDING SEAM `� ? NEOPRENE SPACER ALUMN.. ROOFING] ROOF CLIP q 3/4" GDX PLYWOOD SHEATHING STANDING SEAMALUMN_ ROOFING COVER L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 N.T.S. N.T.S. N.T.S. TIE BM, t'-011 qD ' 3rd FLOOR v" vEL CLG. LINE M :) FLOOR n .- • BOTTOM 4 VE• — • N 'I ►J ►JlJ ►J l�►J ►J>✓►I OEM �J►/►�►�ulJ ZFASTEN VERT.RAILS TO • •c ALUM. SHOESFROM RAIL MFR n TOP OF PLATE W g +36'-8" n TOP OF TIE BM. g +34'-0" _ (42'-DI" NAVDJ n TOP OF 3rd FLOQJ2 w +25'-0" = (33,0 AVD n 2nd LEVEL CLG.�NE m +23'-0" _ (3101SYD) I n TOP OF TIE BM. 6 +12'-0" = (20.0 NA) � 2nd FOOR PLAN PAILS DIATE wnT/.//Ilr� n 1-1/L 1M1-t VNV RAIL ATTACHMENT NOTE: VERIFY W/ OWNER FOR RAILING STYLE 12 IF 9 TOP OF GROUN FLOOR Lad 1 A5.1 2 A5.1 EXTERIOR TRIM PROFILES STUCCO LOUVER LOOK FMM Lm �� 1� ^— L—I SIDDI% LOOK LOWEST BOTTOM OF STRUCTURE MEMBER OR CI"1,6.GNGVD = r 9 -W' 0 REAR ELEVATION A-10 FRONT ELEVATION 1/4 " =1' —Q" 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 zZ -0 m� Q LU 0 O °j� m a N 0 N_Z 5m U U. �oud ud ed °o _ _ O ix W Lu •C z E ,_ Z W yz a 3 J �J W Z 6 z 0 n U S jS� LL1 ai --J 51 LiJ �E Drawn by. MOH HVN Project No. Cadd File NO.: Sheet No: 0 of --sheets 1 2 NATION MAtRIALS KYNOi 5YM50L DESCRIPTION NN lO ALUMINIUM ROOF O EXTERIOR WALLS W/ SMOOTH STUCCO O3 12" SQUARE COLUMNS ® RAISED STUCCO SAND d SURROUND DECORATE SILL < HEADER ® ALUMINIUM LOUVER M O DECORATIVE SHUTTER DECORATIVE CONC. SIDING LOOK L K J I G r 7 B 3 4 5 6 8 9 10 111 12 OL TOP OF TIE 511. m +34'-0" I TOP OF 3rd FLOOR g +25'-0" 2nd LEVEL CLG. LINE 6 +23'-0" A 2nd FOOR PLAN � 0 +11'-0" n IST LEVEL CLG LINE _ 0 T TOP OF GROUND A LEFT (NORTH) ELEVATION 1 2 1 3 1 4 13 1 14 1 15 1 16 Z 0 • N W� o 0 §gA ot a 0 95 ci 501xx4 ` V. o 1 � � m Npp O m Fo�_ LO 01 Ln 0Lu e Lu �Z L P h W 0 yj C1 N Q LL N z J �� p m aU ` Z Z a 0 O 1 ' ^ V o s Q LLJ aE� � �s W A Ice I� U LLJ O ^� J W C> 11��11 F W 3 CJ ^ LO Q Eno W Drawn by. MOH HVN Project No. Cadd File NO.: ,et No: a f --sheets 5 6 7 8 9 10 111 12 I 13 14 15 I 16 N L K J H G F E D C B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 z • �0 w Q w 0 � a 0 oe In �0 U I A RIGHT SOUTTH ELEVATION 1 2 3 4 12 TOP OF TIE BM. e +34'-m' TOP OF 3rd FLOOR n 0 +25'-011 2nd LEVEL CLG. LINE a +23'-0" 2nd FOOR PLAN m +II' -oil let LEVEL CLG. LINE n OF GROUND FLOOR n 'V +O' Sheet No: cs of --sh 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LI M J � I Gv 0� In A A-5 SECTION 1/4"=1'-0" 1 2 LOWEST n STRUCTUF OR (1 1B4 Z • 0 Z N �ao N od 0 06 a 0oe 0 N Nm a �U V M a c $ oW. IJ J vloo ka N SO N notma O'D K P �w 01 P ui LU Lu Li 1® z F O $ G s aE � E6� F 4 o 0 W L) � E � ^ W �1 J w�AN o o oWW� (/j N LO Drawn by: mow HVN Project No. Cadd File NO.: �wx Sheet No: °��04 A 3 4 5 6 7 8 9 10 11 12 13 14 15 N E J W E L i 1 1 1 1 O 'O 1 2 3 BUILDING PRODUCTS WINDOWS (CASEMENT) WINDOWS (FIXED GLASS) FRENCH DOOR (ALUMINIUM) 4 5 6 7 8 9 DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN TYPE, SIZE, SPACING, EMBEDMENT PRESSURE EVALUATION AGENCY PRODUCT DESIGN PRESSURE 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 EXPIRED DATE APPROVAL NO. 10 1 11 12 13 I 14 15 16 EXT. STUCCO CONCSZETE BLOCK SOLID GROUT IR" DIA_ EXPANSION BOLTS AT 16" O.C. 6" EMS. �}--- DOOR RECESS �(TI DOOR STOP N/A FL-12496.2 TREATED 2x6 NAILER N/A FL-15905.7 DOH01-02 N/A FL-16523.02 L — 1 0 N.T.S. SLIDDING GLASS DOOR 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 SERIES 450 (IMPACT) 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 GARAGE DOOR HURRICANE (MASTER IMPACT) DAB 5/16"xl-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS +56.0 / —64.0 02/20/2020 15-0304.02 MIAMI / DADE PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN PRESSURE ENGLERT ALUM. STANDING SEAM. MODEL 2000 OVEN CORNING WEATHERLOCK METAL — LOC 1"S.S. +/— 128.4 TAS112 08/23/2021 FL-127512 MIAMI / DADE ROOFING UNDERLAYMENT _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. 08/23/2021 FL-9777.7 MIAMI / DADE STUCCO NA. NA. STUCCO ON METAL LATH +/— 49 NA. NA. MIAMI / DADE T MK 51ZE/ MODEL LOCATION 1❑ 2880 FRENCH CABANA 0 IWm SLDG GS DR FLEX AREA UJ O (] 0 (2)3080 FRENCH ENTRY DR 0) z 0 ® 14010 SLDG GS DR OCEAN RM Lu Q X �5 W10 SLDG GS DR OCEAN RM 6 (2)2MO FRENCH BED ROOM 3 0 26W FRENCH OFfICE ® 1080 SLDG GS DR MASTER BED RM I6'-ONV-0" OH. GARAGE COUNT MANUFACTURE GLA55 E5 PRESSURE O ANDERSEN - SEE PRODUCT APPROVAL AND SHOP DRAWWaS BY GAPS QUALITY GLASS ! MIRROR 1 O ANDERSEN IMPACT O ANDERSEN 3/161,IMPACT O ANDERSEN 3/16" IMPACT D ANDERSEN 3/1611IMPACT O ANDERSEN 3/16" IMPACT O ANDERSEN © DAB +50.6 / -552 MK 51ZE/ MODEL LOCATION DIM. COUNT MANUFACTURE GLA55 DE51GN PRE55URE ATTACHMENT ATTACHMENT 1 (1/4" TAPCONS) ATTACHMENT 1 (1/4" TAPOONS) ATTACHMENT 2 (1/2" EXP. BOLTS,) DOOR_ SEE SCHEDULE DOOR TRACK BY DOOR MFR GARAGE 3-3/4" 3-3/4° "xP-TA �INCs A o "+ ! 5/8" GYPSUM BOARD ON FOIL BACKED '• INSULATION CONCRETE MASONRY UNI `' •d ' STUCCO FINISH 2 "x P.T.WOOD BUCK • ` r` �+ • CONT. SEALANT —CORDER BEAD ANDERSEN 5/8" GYPSUM BOARD CASEMENT WINDOW CONT. SEALANT A 1/4" SHIM SPACE 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 CONC. 1/4" x 3-1/4" LONG TAPCON TO CONIC. ATTACHED DOORS WITH 2" 12 SREW ATTACHED DOORS WITH 2" 12 SREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT 2ATTAC14MENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING ATTACHMENT 4 DOOR 2x6 PT. TO CONCRETE WALL WITH Ix6 PT. BUCK ATTATCHED WITH 1/2" PIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. a 1611 O.C. 611 EMBEDMENT ATTACHED DOORS WITH 2" M2 SKEW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 611 FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES; BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. CONT MARBLE S IN GROUT I CONT. SEAL 5/5" GYP5UI ON Ix P.T. R-42 FOIL INSULATIOt 4NDERSEN :ASEMENT WINDOW 14" SHIM SPACE :ONT. SEALANT !"x P.TAJOOD BUCK RAISED STUCCO SAND REINFORCED WITH iALV71ETAL LATH :ONCRETE SILL CAP G-10 CASEMENT WDW, HEAD G-14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL In.. GYPSUM BOARD ON FOIL MACKE NWLATION I"xP.TAJRRItJG ANDERSEN FIXED GLASS SYSTEM CONT. SEA -MI I/4" SHIM SPACE MARBLE STOOL 9E CORNER BEAD M GROUT BED GONTBEA-ANT ANDBACKER S/e' GYPSUM BOARD IV 2"x P.TWOOD BUCK CONT. SEALANT COW. 25d-TA00D 1/4" SHIM OPACE A,•.' `'• BLOCKING ANDERSEN ' 4 T -- CASEMENT WINDOW - V2' GYFSUM a• POURED CONCRETE SILL BOARD ON PxPT " ~ CONT. SEALANT 4STUCCO FINISH P42 FOIL T-A O MASONRY UNIT rSTUCCO FINISH 'Crl 17 �. ATTACHMENT 3 11/4" TAPCONS) D -10 F R E N CH DOOR JAMB N.T.S. A C25 FOYER 4FLEX AREA (4050) ® ANDERSEN IMPACT IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY G7N'6 QUALITY GLASS t MIRROR B C15 CABANA , BEDROOM 4, MASTER BED t M. BATH (2050) © O CXI5 WITH 24 INCHES TRANSOM ABVOVE OCEAN RM, LAUNDY , DIN RM (2850) W/ (5420 TRSM) © IMPACT IMPACT O CX25 WITH 24 INCHES MM50M ABvOVE STAIRWAY, (5050) Wl (5020 TR3M) O IMPACT E CX15 POWDER ROOM (2850) ID ILI IMPACT O 5-4"X 1'-4" FIXED BED RM 4 ID N D p IMPACT IMPACT O GN145 WITH 24 INCHES TRANSOM ABVOVE KITCHEN (044) 820 TRSM,) ID NO C15 WITH 24 INCHES TRANSOM BED RM 4 (2050) 14820 TRSM) Q 3'-0"X (9 0" FIXED MASTER BATHRM 20 IMPACT IMPACT U 4'-0"X 6'-0" FIXED MASTER BATHRM 20 TEMP, K CXW15 STAIRWAY (3050) ID IMPACT GLASS L GM5 BEDRM 2 (5050) ID NOTES; A 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPEnwING PRIOR TO GONSTRiJCTION A - 4 EXTERIOR OPENING SCHEDULE 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3, PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. 1 2 3 4 5 6 7 8 ATTACHMENT ATTACHMENT 3 (114" TAPCONS) M-SWING DOOR eMILAR DOOR - SEE SCHEDULE SEE SC MIBH- DWLE 1 't,K.110 �I• D SEALANT 1,1• .4. n ELOPE Ire' PER • .4. COIMPRESSIBLE FILLER CONOWTE SLAB DTH92-02 A-10 FRENCH DOOR SILL N.T.S. 10 11 12 D-14 FIXED WDW, SILL N.T.S. HEAD, JAMB SIMMILAR CONLIETE MASONRY STUCCO FINISH -- CONT. SEALANT•— I"sP.TAl1�Ns IR" GTPBIH EIOARD ON FOIL BACKED Md1LATICN 2'x P.TIUCCO BUCK CORNER BEAD IA' GYPSUM BOAR) CONT. 8EALANT I/4" SHIN SPACE A-14 FRENCH DOOR HEAD N.T.S. 13 14 15 16 Z Z 0 11� �Q N ro W �� ix0 5,. 0 om., .m CL 0ly J N)IL 4<1 U. IL a IL m ^d L 1 � N 4 go ti le V It Is j a P e P �Il O O L W E .. uJ Z; ZtttJ,,, L P W 0 M ` 0 w� Q LL HZ J on W V a 0 Z Z a D f Q h 0 L I O < s F-- \ 0 = C:) =B (D All �CL! Uz oaw13 L� J E � z � w rTl 3 V) ZD 1N�1 ^ �' < 05 F Drawn by. MOH HVN Project No. Codd File NO.: DATE PROGRESS 1 08^20-17 Sheet No: of --sheets 1 1 2 3 III 5 no 7 I 10 12 13 1 14 15 1 16 f2" TOPPING (BY G.C.) SECONDARY POUR N (BY G.C.) #4 BAR CAST IN BEAM ATr-W/REINF. U.S. 4'-0" O.C., f3 BAR CONT. AND #4 x 1 -6" LG BAR 4" BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) ALL BEYOND G.C.) M I SEGTION SCALE: 3/4- = 1'-0" f2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) _ 00 #4 BAR CAST IN TOPPING 4'-0' O.C., AND 6" U.S. #3 BAR CONTINUOUS. ' " JK (BY G.C.) :S ' LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) 2 SEGTION SCALE: 3/4" = 1'-0" 14 BAR CONT. -f2" TOPPIr f2" TO (BY 8" U.S. 6" U.S. R "• 3 1 2"t 3 4" BRO.,." LAP VARIES • i ` ; CAST W/ BEAM W/I *4 " BAR CONT. IN 4" SECTION CONC. BEAM W/REINF. (BY G.C.) • .' •�:. #5 BAR CAST IN BEAM AT 4 -0 O.C., t4 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.) 32" TOPPING f2" TOPPING (BY G.C.) ^ (BY G.C.) G LAP VARIE4u= STEP DOWN BEAM 4" (BY G.C.) 4 SEGTION SCALE: 3/4" = 170" r t.. OPPING .C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM 3/4" BRG. 4'-0" O.C., #3 BAR CO" U.S. AND #4 x 1 -6" LG BA GROUTED IN CORE, ONEEPER PLANK.(BY G.C.)RY WALL(BY G.C.) s SEGTION SCALE: 3/4" = 1'-0" D " TOPPING Y G.C.) SECONDARY POUR (BY G.C.)#4BAR CAST IN TOPPI4-O" tLAP O.C., AN❑" U.S. #3 BAR CONTINUOUS. (BY G.C.) IES ONRY WALL C. (G.C.) 5EGTION SCALE: 3/4" - 1'-O" GROUTING BUTT JOINTS (BY G.C.) 32" TOPPING B 21" GYPCRETE (BY G.C.) (BY G.C.) �0 0� 8" U.S. i " 8" U.S. LAP VARIES LAP VARIES B" MASONRY WALL W/REINF. (G.C.) A t 5EGTION SCALE: 3/4" = V-O" 1 2 G-4 1/4 99= i '-0" IRREGULAR POURED CONC. ,r • , r . COL. w/6-moo 0 CONT. w/ 413 HOOP .5 12" O.C. r- r' THIRD LEVEL HOLLOW CORE & FRAMING NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS A4 SECOND LEVEL HOLLOW CORE 1/4 10. 1'-0" 5 7 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. N'7 10 8 8 20 5 REBAR CONT r:. r N 03 HAIRPIN 6 12"OC. E3-68 GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING (BY G.G.) 8" U.S. (l �8" U.S. 3"t 1 2" BRG, 3"t 1 2" BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM Q 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C) 8 SEGTION SCALE: 3/4" = 1'-0- LINTEL SAFE LOADS TABLE (CAST—CRETE) MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 BUB 13 4'-0" 1966 1363 765 8UB G 4'-6" 1599 1207 592 8U8 D 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 H 10'-6" 475 530 284 8U8 BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM 00 MARK SIZE TOP STL. BOTTOM STL. MIDDLE STL. REMARKS #3 HOOPS 0 6" O.C. f IS CB-1 8" x 12" 2- # 5 2- # 5 - STANDARD TIE BEAM 1 MAY POUR DOWN TO TOP w OF WINDOW *ADD 2#5 CB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. C -2 8" x 30" 2- # 7 2- # 7 2- # 7 #3 HOOPS 0 6" O.C. GB-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" Q.C. GB-4 12" x 30" 3- # 7 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. CB-5 1 12" x 24" 3- # 9 6- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. C5416" x 36" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. FC 846 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. CB- 116" x 18" 3- # 6 3- # 6 3- # 6 #3 HOOPS 0 8" O.C. CB-8 8" x 28" 2- # 5 IN 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. G -9 8" x 18" 2- #6 2- # 6 #3 HOOPS 0 8" Q.C. CB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END CB -II B" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM GB12 4 # 7 8" x 24" 2- # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. CB 13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. CB-14 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.C. LB -I 8" x 8" 1- # '% PRE -CAST LINTEL'' I. ALL LINTELS TO BE BY CASE, CRETE AND _ POURED SOLID W/ BLOCK AND BEAM ABOVE 13 1 14 15 16 Z 0 0 r� Ala W� w N.J01 N 0 5 ,1 0 emu d 0 Hp 0v 0 nm �V U. 11© a o $0. 0 pnm� L 1 m n N ry J J 7 IV) �ix w W Z Z Z tLu V Z r J v) `M Z Q W o � z s� �Cl- 'S F WWI gn rZl E � 'Ie� W m o I� OO N 3 D M Sheet No: L/-Y1va f! of --sheets C A 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N STRAP DESCRIPTION NUMBER Gf 10d CON. NAILS UPLIFT Lbs REMAt�CS LATERAL FI LATERAL F2 A USP HTA20 (6) 10d 980# 590 660 B USP HT (9) 10d 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (1) (10) 10d 1650# (ONE PLY) 590 660 M E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 645 650 G USP RT24T OR RT24TF 5 16d E.E. () 900 # ADD 2-16d TOENAILS FROM TRUSS TO WOOD BEARING 500 500 H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 10d 5370# (1) 5/8% 12 E.B. - _ L J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)1Od TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CCNNECTOR5 COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2W5 UPS CATALOG) PR26 MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one strap Is used, multiply the uplift capacity by the number Of straps. Example: « of straps 2D Mark 2x1240lbs = 2480 Ibs uplift capacity 2. The uplift for each trusa/girder is less than or equal to the uplift capacity for the speCiffed anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from i to 1300 Ibs). J 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN PROVIDE 1/e" SPACING AT PANEL EDGES H APA 4040 3/4" WOOD EXPOSURE I, C-D /'V�1'r�ri— �" p� (SEE ROOF PLAN) PLYWOOD 8HEATHING iii I/��1L111 G F A I II IN ON NAIL SEAM w/ 10d « 4" O/C K LATERAL BRACING IF EACH SIDE OF BEAM RE 1RED (SEE TYP. WALL SECTION) 1/16° SPACE ATING SCHEDULE (BLOOCNG DIAPHRAGI'1)PANEL ENDS EDGE NAILW. 1Od • 4" O.C. INTERMEDIATE NAILING 10d • 4" O.G. BOINORY NAILING 10d • 4" O.C. END BLOCKING GORIER NAILING 10d a 4" OZ. BEHND FASCIA OR EE ECTION) iQG70F aM0r0"1 L H.TA I Al A[ 3 DIRECTION t ID. TRUSSES OR FRAP11G. 24" O.C. DIAPHRAGM BOUNDRY PL Yl00017 F�OOIi'/ ROOF SHEAR Dl.4PN,4GM SCHEDULE PANEL FRAM'G. MIN, NAILS ACING COMMON isDIAPH BOUND IES a OTHER PANEL EDGES GRADE TRUSS SPCG. PANEL THICKNESS NAIL SIZE REMARKS ROOF AP SHEATHINGR°TED 2'-0" 3/4" 4" a ZONE 1,2 4" a ZONE I 10d BLOCKED DIAPHRAGM 4" a ZONE 3 4" 0 ZONE 243 I ExP. I MAX. MIN. UN.O. ON PLAN APA RATED 4G GLUE AND SCREWED UND. ON PLAN 5 I LATERAL BRACE 7 8 1 9 1 10 IT 15 THE RESPONSIBILITY OF THE BUI EREGTINS THE TRUSSES TO INSTALL ADEQUATE BRAGINS TO PREVENT TOPPLINS OF TRI155E5. FOLLOW ALL APPLICABLE RECOMMEWATION5 IN TPI PUBLICATION ' HIB-91' BRAG IN 6 NOTES: PERMANENT 2' X 4' DIASONAL BRAGINS IN THE PLANE OF THE NEAREST WEB MEMBER CONNECTION WITH (2) - Ibd NAILS IN EACH WEB IN AT LEAST 0) TRU55ES AT APPROX. 46 L ANGLE. (REF: HI5-91, Fig. 37, 38 E ". PERMANENT BRACINS IN THE PLANE OF THE STRUCTURAL BOTTOM GHORD OF THE TRUSS. CONNEGT WITH (2) - lb d NAILS IN EACH TRU55 (ROOF ONLY). ` LATERAL BRACE 2x4 BRACING TO BOTTOM CHORD W/ 2-16d NAILS TO THE TOP OF EACH TRUSS L-5 PERMANET BRACING N.T.S. IN THE PLANE OF THE WEBS THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN 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 MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 LBS o A-5 4�11/4 "=1 1 _O - 5 2058 TOP OF BEAM EL. 34'-0" )/ / Z/ III — i-- 1 I I I a I I I 11 3u I I I I I I I I I 1 I I I I I r I I I I I I I I I I I I '••- ►,►e 12 « 49' a4.w. ; :axe � e""0'r, 13 14 15 1 16 NOTE: ALL FASTENER AND NAILING TO BE STAIESS STEEL PNEUMATIC FASTNERS - ITW RAMSET / RE61:� MTL STRAP TO CONG, 1/4"xl-3/4" 5LOCK OR TIE SEAM TAPGON (4) PER STRAP NON BRG. WALL SILL 300 HD SERIES 5/32" DIA. SHANK PLATE TO CONC. SLAB 1/8" WASHER 12 O.C. W/NEAP W/ ' R AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP METAL LATH 8 WIRE FASTNERS - PNEU-FAST GO. APPLICATION SIZE TYPE SPAGING REMARKS 16 GUAGE W/ 6" APART WIRE LATH MIN. 1 11/4" « 101 - 1 SIDE LAPS PENETRATION 5" APART 16 GUAGE W/ 6" APART SEE SP.B.0 SECT. 3/5" RIE3 MTL. LATH MIN. 1 114" 0101 - I SIDE LAPS 35023 PENETRATION 9" APART 35042(CX1Db) METAL ROOF TiLES - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 010-12xl" PANCAKE GALV. PER TILE SEE F.R.G. 2014 METAL ROOF HEAD WOOD SCEW OR MANFU SEC. R90533 111 PHILLIP- SEALENT S.STL. SPEC'S AND 9053.E NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL SE 316 STAINLESS STEEL ROOF/WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 3/4" ROOF SHEATHING 3" x .148" 8d S.S. ROOF - 4" 3/4" WALL SF-IEATHING 2 112" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.G. NOTES: I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN PASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS BPEC'S. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. G14 I GENERAL NOTES TOP OF BEAM EL. 34'-0" w o m � M n0 _1 NI I I I I I I ■ -1 � _ _ ■ _ III _ _ _ I I I . Oki III ELE ■ '120 LE3-II . - GE3- I�I Na � TOP OF BM EL. 36'-8" I I I 1 I I I I I ■ I I ■D11 I I I ■I INN E3-1 m o --- - o » ow B-i ...... .... ... . NOTES ALL MASONRY FILI-ED CELL 3'-0" MAXIMUM SPACING Z Z - o R� Q na W m r r c 0 b„ 0 a 0 oe 0 U j M U, r C Ld dG L ® m ■e� �Sa o =I: dN m W a 1 $ P r �w Ln y01 V) 8E 0 LU w E I�z L P n W Cal M w� yz Q LL W 3 M• W a Z 0 4 0 Z Z a O ftl U h 0 z A® Q C LL s all t� 1.51 O { w W Q � �Yy 8U O J W J LvCD Q VZZ~I o woof w� a 3 V) V � � M Sheet No: /� Ln1� o LS of --sheets [C IL 1 2 3 4 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 2 3 4 5 6 8 9 10 11 1 12 1 13 I 14 15 16 a M L K J H m F E /❑ C oo 0 A-1 CORNER BEAM NTS FOOTING SIMILAR 1 2 3 3%" METAL PLATE STANDING SEAM METAL ROOF TOP a BOT. TOP BARS STD. HOOK 4-5/8" 41 WEDGE ANCHOR 36x DIAM. MIN. 4" EMBEDMENT FIRST STIRRUP 3%" VERT. METAL l25 9 a') INTO CONCRETE. STUDS -9 16" O/C 4" SEE ANCHOR SCHEDULE INBUL. AT SELECTED AREAS ROOF PLAN FOR TIE DOWNS E TYP. BETWEEN COND. S UNCONDITIONED SPACES 0 ALUMINIUM PRIM EDGE VERIFY w/ CONTRACTOR 0 PRE-ENG. ROOF 2X6 TtB. 2" 0 TRUSSES m 24" O.G. BOTT.BARtr— ie" GYP. BD OR On 0 SPRAY 6" FOAM R-22. INSULATION a" M.R. (GREEN) GYP BD. 0 TOP OF BEAM VARIES LI L2 L3 �� AT WET AREAS _ (SEE ROOF PLAN) • 08 FRAMING, SKEW FROM TRACK 3-5/8" ro THRU BOLTS 2x8 Rs. CEDAR • I NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A TO STUDS TYPICAL ^ Ix2 ROOF EDGE. CEDAR P.T. Ix3 RRESTOP CONT. MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. ON, J"X I J" TAPCON as 24" O.G. BUCKET WIDTH VARRIES ' VW2" CONC. TIE BEAM VERIFY W/ TRUSS DUG. w/ 4-05 m CONT. UN.O. FOR NOF. OF MEMBER :/ GONG. SLAB R-II FOAM INSULATION DECORATE OUTLOOK SEE ELEVATION R-9 MASONRY CORE FILL INSULATION NOTE: ONCE BL GINTERIKR•INSULAR 20 TIO ANp G —5 STEEL PLACEMENT L-7 INTERIOR WALLS L-10 BUCKET FOR GIRDER P.T. Ix3 FIRESTOP CONT. R-9 MASONRY CORE FILL INSULATION N.T.S. N.T.S. NON BEARING WALL N.T.S. 1/2" BLK RGCESSED '/2" GYPSUM BOARD CONT. RE -BAR ON P.T. MTL FRAMING FURRING ® IFi"O.C. 8" CONCRETE 0 TOP OF BEAM HOLLOW CORE TOP GONT. BARS VARIES (SEE PLAN) _________ - a ____12 SPLGE AT MID5PAN a-- °---a-a---= ='-- a- a - ONLY AS REGI V CC—TIE TIE I5EAM SCHEDULES SEE OR03 2 roll DECK "ING G" BAR "D" BAR O "E" BAR II 2 -5/8 TNRU BOLTS OVER AC.. SPACES WIILLL RELIEVE a CREATE 3 EACH TRUSS. R-19 SPRAY FOAM INSULATION 030 030 LILI GANT. (TYPICAL U.N.O.)030 OR L2 LI OR L2 L SPAN GREATER GREATER DROP CEILING HEIGHT VARIES STUCCO ON ix" GYPSUM BOARD a(b 8" CONC. BLOC ON P.T. MTL FRAMING FURRING a I6"O.C. 0.125 0.125 0.125 R-9 MASONRY CORE FILL INSULATION LI BOTT. LI L2 GO T. BOTT. OJ25 BOTT O OVERLAP VERT DOWELS R-II FOAM INSULATION „GONT. L2 GONT. " MIN. 4'-8" ISEE FOUND. PLAN"B" BAR MIN. b"1�B11 MIN.MIN FOR SIZE a LOCATION) BARS/4" STEEL TOP fE W/ 1/2" ELK RCCESSED 1/4" FILLET WELD FIN, GRADE WOOD BASE cANSPAN R ALL AROUND T.S. COL. LI L2 i FIN, FLR. L3 ELEV. 0'-m" x . ° • . x a J xx a . x n NOTE: "D" BAR5 ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS "D" 5AR5 I qg L _ x ° - e- GRADE BEAM FROM ADJACENT SPAN ARE GREATER OR "C" BAR5 OR "E" BAR5 ARE REQUIRED BEAM RE I NFORG I NO STIRRUP LEGEND 3/0 = q OPEN CONCRETE PILING SEE PILING PLAN NOTE' VERIFY FINAL DESIGN 8 BOLT HOLES N.T.5. 3/0 _ #3 CLOSED 2/4 = 02 HOOOPS AND LOCATION WITH FINAL TRUSS ENGINEER F-5 BEAM REINFORCING DETAIL G-10 BUCKET SEAT F14 TYP. WALL SECTION N.T.S. N.T.S. 1/4 1`1=1'-0" CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS 0 SEE SCHEDULE AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE a NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD SOO ACI NOOKS 0 LAP BARS 48 BAR? EACH LEG. STANDARD SO* ACI HOOKS NOTE: At BEAMS W/ CONC COLUMNS BELOW 0 HOOK BARS DOWN INTO COLUMNS 8 LAP aD VERTS 0 A-7 N.T.S. 5 6 51MP50N LT512 STRAP NAILS TO BACK OF LEDGER W/4 IOd NAILS AND UJ/4d NAILS TO TRUSSES 2x6 LEDGER UJ/ 4"x3" TAPCON AT 611 O.C. 5TAGGED (TYPICAL TOP AND BOTTOM) 51MP50N LU526 UJ/4-I06 NAILS TO TRUSSES 4 4 10d NAILS TO LEDGER 36" H. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. STYLE AND DESIGN AS SELECTED BY OWNER ELEV. EXISTING TOP OF 2ND FLR ---- 2"x6" JOISTS AT LANDING AT 16" O.C. RYs l 2112 m 12" NRED 2-2"X12" LEATTACHED5/S" X 1ANCHORS 12" OG S I I I I ELEV. +m'-O" FINISH FLR. FLAN ° s s° 2ND PROVIDE FIRE STOP At MqC!iiPOINT OF EACH RUN OF STAIR SIMPSON LU628 OR EQUAL AT EA. ,STAIR STRINGER I" FINISH TREAD 3/4" CDX.RISER 8 SUB TREAD 2x4 P.T. LEDGER BD, SECURED TO SLAB W/3" HILTI PINS OR EQUAL AT 12" C/C, NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED. Z • 0 a� N m 0 <o $ m a � 0 H 'U4 0 a� 0 J N°m IL u u, M a P m a L m W W N ! J O m ` : • `O I' w 0 01 q% 3 N EP 0 LU uJ E uJ H0 P J mLU yz w Q LL ai'' 3 V) Z Z 0 D Z Z Z a o g '0 ^o F n s Ti G Lam$ All �s E'§ IE Drawn by. MOH HVN Project No. Cadd File NO.: F r Sheet No: LEDGER DETAIL A-12 TYPICAL STAIR DETAIL 9 A AT ROOF TO CONCRETE WALL NTS. of --sheets 7 1 8 9 10 11 12 13 14 15 16 N M L K J H I! L 0 I 0 1 I 2 ELECTRICAL LEGEND ELECTRIC METER O ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED WJ'• $ WEATHER PROOF DUPLEX OUTLET GF.C.I. Q TELEPHONE JACK TELEVISION JACK O CENTRAL VAC. HOSE OUTLET ss WALL SWITCH 44" 3-WAY WALL SWITCH _W 4-WAY WALL SWITCH 49P DIMMER WALL SWITCH -ox MOTION WALL SWITCH Q1 PUSH BUTTON SWITCH -( }- 77y WALL OR CLG. MOUNTED FIXTURE J. BOX {T}- JUNCTION BOX PULL CORD FIXTURE 1' 13 RECESSED LIGHT FIXTURE V.P. ❑ VAPOR PROOF RECESSED FIXTURE -� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR < SMOKE DETECTOR COMBO O THERMOSTAT 6T SPRINKLER TIMER INTERCOM ® SECURITY SYSTEM KEYPAD J' MOTION DETECTOR CHIME DOOR ALARM SOUND WHEN OPNED 3 4 I 5 6 7 8 9 10 1 1 12 13 14 15 16 G-5 1/4 "=1' —0" -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER < PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2011 NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.G.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" ArF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(B) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN.O.) - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21OB2 ALL 125 VOLTS 15 t 20 AMP. RECEPTACLE A-5 1/4 "=V—0" 1 2 3 4 5 SECOND LEVEL FIRST LEVEL POTABLE GENERATOR PLUG >,FF z • 0 �< N Q w Ix A 0 (L0 4< U U U ■ w 0 mW \,a W� N N OLU W WI Z'z =z /M W 0 wHZ W J V) Z O M 00 d N c P U E O M y w ro Q LL w w U O w O � V) M•�d rl 1: 04 ul C� ' Drawn by. MOH HVN AFF I Project No. Cadd File NO.: Rile Ir r� Sheet No: Lr't1 � o of --sheets 11 7 I I 10 12 13 14 15 16 2 3 1 4 1 5 6 7 8 9 10 1 11 12 1 13 14 li Tire N W L K J III G F E C A /Z A-1 1/4 10=it-0" 1 2 THIRD LEVEL 3 POWER FOR BLIND 0 5 Ii 7 0 9 10 ELECTRICAL LEGEND g ELECTRIC METER Gi ELECTRIC PANEL A/C DISCONNECT 240 VOLT RECEPTACLE DUPLEX OUTLET 4 DUPLEX OUTLET - HALF SWITCHED W.P. $ WEATHER PROOF DUPLEX OUTLET GF.C.I. Q TELEPHONE JACK F TELEV18ION JACK OV CENTRAL VAC. HOSE OUTLET s4 WALL SWITCH 441 3-WAY WALL SWITCH 54" 4-WAY WALL SWITCH 44P DIMMER WALL SWITCH Q PUSH BUTTON SWITCH 777- WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX y {T} JUNCTION BOX P.G.1�- PULL CORD FIXTURE RECESSED LIGHT FIXTURE V.P. VAPOR PROOF RECESSED FIXTURE I— ---� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN O SMOKE DETECTOR 0 THERMOSTAT ® SPRINKLER TIMER INTERCOM e SECURITY SYSTEM KEYPAD 21 1 MOTION DETECTOR C] CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR COMBO 12 TYPE SQ A, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W.) DESCRIPTION CKT0 CKT! DESCRIPTION LOAD (Wa WIRE BRKR 40/2 e8 1,500 Ab4.0 41 W/ HEATSTRIP I 2 AG. COMPRESSOR 01 N//C 08 30/2 3 4 20/2 010 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 •6 40/2 � 8 20/2 010 1200 COOKTOP (GAS) 9 10 WATER HEATER 4500 N0 25/2 11 12 20R 010 2500 DRYER 13 14 SUB-PNL B 12,225 % 60/2 15 I6 20/1 012 1200 WASHER I -I IS PUMP 3500 •12 25/2 20/I 012 1200 1200 JACCUZI PUMP le 20 20/1 412 ® LAUNDRY LIGHTS 21 22 GRI. RECEPT. O 014 20/1 20/1 412 O2 GRC.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20/1 0I2 GF.I. RECEPT. OUTSIDE 25 26 DRYER 25M 010 20/2 20/1 012 G.F.I. RECEPT. OUTSIDE 21 28 20/1 012 1200 WASHER 29 30 SPARE 20/1 012 SPARE 31 32 SPACE SPACE 31 38 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10000 SUS - PANEL B (GENERATOR PANEL) BRKR WIRE LOAD (W.) DESCRIPTION CKT.• CKT" DESCRIPTION LOAD (W.) WIRE BRKR 20/1 012 O G.F.I. RECEPT. GARAGE 1 2 W.C.I. RECEPT. BATHROOMS 012 20/1 15/1 014 M. BEDROOM 3 4 DEN / GUEST 014 15/1 M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS g BEDROOM 02 M. BATH LIGHTS 9 10 BEDROOM 03 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 *12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 012 1200 DISHWASHER 15 16 DISPOSAL 1200 012 20/1 20/1 •12 1200 GARAGE DOOR OPENER 11 IB MICROWAVE 1200 012 30/1 20/1 012 SPARE I9 20 SPARE 40/2 08 1,500 A.H.0 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 02 N/00 09 30/2 23 24 -SPACE 25 26 SPACE 21 28 29 30 Q ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) [� GEN LIGHTING( --- SF A 3U)/SF) = 11058 UJ. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS 1st 10.0 K.W, m 100% 10.0 REMAINING K.UJ. a 409 15B 31650 A/C HEAT STRIP m 6590 12.15 240 v. = 156.9am1D. 31A50 K.W. G14 20'6 W/ 108 NEUTRAL IN 3/4" P.V.C. 3-02/0 COPPER IN 2" PVC 200 100 MAIN PK200 AMP NEUTRAL FNL Sus EOMIRM200 METERPNL BLANK MAIN REED THROUGH B FILTER LUGS 22000 A.I.C. 10,000 A I C UNDERGROUND TO FPaL TIE-IN LOCATION 04 COPPER GROUND TO 5/6x6' GROUND ROD 4 COLD WATER PIPE S FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLY W1 NEC 410-0 GENERAL 13 NOTES 14 Z • 0 _ N n �~ Q W Wepa M 0 om �0 uu r i5 o >� a J FZ c O 44 u aN �ma °16 eh :• �a P v/ E V 6 O W WtN E �Z z P 0 M ui (n y2 Q LL J � D D m Z v) Q Z Z Z a O ` u h z a� O cl— d �5 � —J U Ail Fm-I w F6 N� rTl c o 1� U rT, w w U J �A N z r^� VL V) ENO Drawn by MOH HVN Project No. Cadd File NO Sheet No: of --sheets 15 16 1 2 3 4 N M 1 112 J H G F E u �o v C 0 C 5 6 7 8 9 10 11 12 13 A FIRST LEVEL, SECOND LEVEL, THIRD LEVEL aA-1 a 1/4"=1'-0" 11 2 3 1 4 5 6 a T 14 15 4'-6" II'-0" 7 8 9 10 11 12 13 14 15 4'-b" m 16 Z Z - N 0 '11 'g a 0 9� �0 uu M md N ry P wee 06 K a QW w w Z y0 P mW Q LL wy Z 3 Z0 Z < io Z Z of '0 „o H Z Q O g All LL- i F w w c.eaW� E W A y O O 1� V[SJ1 N u awn by. MOH HVN oject No. ICa dddFile NO.: Sheet No: A II of --sheets 16 y 118 5/811 -•aP (1) 2X LEDGER BY OTHERS 21 011 1A HATCH LEGEND 12" RECES' 76" BRG • 1 BRIG 12'0" e:eeeeeee6:e::� 4 1 . RG ::............ -136'8"BRG a u 14' 2" 13' 10" Truss Load Alert Truss I.D. Gravity (> 5,000#) / Uplift (> - 1,000#) Horizontal (> 350#) SERIAL '3#': 313 BC A.22100 0000004C. 1287 €1F It * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER M d (UNLESS NOTED OTHERWISE) ~ �m ��__� 6 v v- w o •� * NOTE: ALL CEILING DROPS BELOW BEAM ARE m a d BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE _ G O] H > N Ol 6 E STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS v v FOR GRAVITY AND UPLIFT LOADS. o= = z v = m _ m ¢� v 3 m c= s � '- � FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD ~ C9 mom= tea=. _--- N _ _ N REPRESENTS THE LEFT SIDE OF a EACH TRUSS DRAWING � _= _O W m � ~ ~ m •i m o �A) JUS24 /H) THD46 o a 'n_� `J.. B) JUS26 MSH422 ) E v v ¢ 3 m O s C THD26 K�� MUS26 �S E,'n m O H 6 -$ 4Z --- O i�THD28L? --- THD26-2 (M % m a m v = o o T F, THD28-2 ',N ITV ((, I JUS46 OP d o `m \. .......) • v N `• a v v c z .v v � v v' m v ;HBB` HANGER BY BUILDER BBB) BEAM BY BUILDER m ~ m _ * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 C.'m o m N _ u o T m m v o� STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES)•_- as r; y _-_— LOADING ROOF FLOOR WIND LOAD 64 ® LIVE LOAD 20 0 ASCE 7-10 00N- 1— = 5 DEAD LOAD 16 0 170 MPH EXP D a m LIVE LOAD 10* 0 CATEGORY II A�6 9= a d F m E y DEAD LOAD 10 0 ENCLOSED TOTAL LOAD 46 0 FBC-2014 z DURATION FACTOR 1.25 1.00 TPI - 2007 m m ' rn T = - i REV DATE BYREMARKS Anthony T. Tombo, T. Tombo, III" + 3036 RE FASCIA —0. HIP LINE 139 ft VALLEY LINE 11 ft SHEETING AREA UNDER VALLEY TRUSSES AND 'WASTE MATERIAL NOT INCLUDED BLDR TO VERIFY CALCULATIONS 3 = � m~ E v m = c _ w t O= N F v N t a m r N c G = m O = D) +- `v E i n cv E It is understood that above N Z:; 151 4 E N N" conditions have been reviewed APPROVED & are acceptable for the fabrication at trusses, ❑ APPROVED AS NOTED E .9 o o N o e elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT o & fascias,ceilin !— w - a 3 E d 9 elevations/pitches, bearing m d e m REJECTED conditions & all detail pertaining 2! 9 a to this truss placement plan. No a _ m back charges will be accepted DATE without previous written approval from an A-1 Roof N e ~ 45 Trusses representative. REVIEWED BY = v m, 9 6 c m � .in 0.` o A m o E PLAN DATE ARCH: 10/07/2017 STRUCT: 10/07/2017 o o _ j CUSTOMER COASTAL CONSTRUCTION & DESIGN 6 y r_ ; L r O « Q! M O W y p .fir C O N JOB NAME HALBERT LOT 52 WATERSONG E E o• v 'i' w o OPTION(S) COMMNTY L N o 6 L /LOT# o s E c o o c v m� o CITY FT PIERCE COUNTY STLUCIE ' 6 L 9 M " 9 " ~ m BLDG C-SF BLDG - o o TYPE # mmN~�me m = G NI__ o v E c JOB # 69778 MASTER o 9 m a '^ DRAWN SCALE — w DATE 10 17 2017 BG N.T.S. o E 19 5 d o -.--.-.- A-1 ROOF v � m ®TNFL" SE _M W s_ V � m r.� A FLORIDA CORPORATION 9L Ph 772-409-1010/ Fax 772-409-1015 " > -E` - H m v ^= m y http.•//www.a1truss.com � e 17, s