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HomeMy WebLinkAboutBuilding PlansELEVATION SCALE: NOT TO SCALE 125' 125' SITE PLAN SCALE: NOT TO SCALE SHEET INDEX # SHEET DESCRIPTION Al COVER SHEET A2 FLOOR PLAN AND DETAIL A3 ELEVATION PLAN A4 ELEVATION PLAN A5 FOUNDATION PLAN A6 MECHANICAL PLAN &DETAILS A7 PLUMBING PLAN A8 ELECTRICAL PLAN & DETAILS A9 FRAMING A10 DETAILS SHEET A11 WIND LOAD Al2 SAFETY LOAD SITE AND SOIL PREPARATION STATEMENT 1. STRIPPING OF SITE: ALL VEGETATION TOP SOILS, MARL, TREE STUMPS, ROOTS, ORGANIC ZONES, ASPHALT PAVEMENT (WITH LIMERICK BASE COURSE), AND OTHER DELETERIOUS MATERIALS MUST BE STRIPPED TO WHATEVER DEPTH IS NECESSARY, AND REMOVED FROM THE SITE. STRIPPING OF THE SITE WILL BE REQUIRED TO A DEPTH FOR COMPLETE REMOVAL OF ALL UNACCEPTABLE MATERIAL TO THE SATIC",ZTION OF THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. CONTACT SOIL ENGINEER FOR INSPECTION AND FINAL APPROVAL BEFORE CONTINUING. 2. COMPACTION AFTER STRIPPING: THE COMPLETE COMPACTION PROCESS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THIS COMPACTION IS TO BE TESTED WITH 8 FEET STANDARD PENETRATION TEST BORINGS. FREQUENCY OF TESTS TO BE AT EVERY 1500 SQ. FT. THE UPPER 12" MUST BE TESTED FOR 95% OF THE MODIFIED PROCTOR (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING WITH THE COMPACTION. GENERAL CONTRACTORS TO EXERCISE CAUTION DURING COMPACTION OPERATIONS TO AVOID DAMAGE TO ANY NEARBY EXISTING STRUCTURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES. 3, STRUCTURAL FILLING AND BACKFILLING: MADE IN LIFTS NOT EXCEEDING 12" IN DEPTH. COMPACTION WITH A VIBRATORY ROLLER TO ATTAIN 95 % COMPACTION OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). MUST BE COMPLETED UNIFORMLY. STRUCTURAL FILL TO CONSIST OF NON -ORGANIC, NON -PLASTIC, CLEAN, COARSE -GRAINED SAND/ROCK MATERIAL (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE 80' CONTINUING. SAMPLES ARE TO BE SUBMITTED AND APPROVED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER BEFORE w COMMENCEMENT OF WORK. NO PARTICLE SIZE GREATER THAT THREE INCHES AND LESS THAN 10 % PASSING THROUGH THE #200 SIEVE. THE N COMPACTION OF EACH LIFT MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 4. FOUNDATION BEARING SURFACE PREPARATION: THE UPPER 12" OF BEARING SOIL IN THE FOOTING EXCAVATION BOTTOM SURFACES (AFTER EXCAVATING FOR FOUNDATIONS) MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. AFTER APPROVAL ALL THE BEARING SURFACES MUST BE COMPACTED TO DENSITIES EQUIVALENT TO 98 % OF THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). SOILS WHICH ARE NOT APPROVED MUST BE REMOVED OR REPLACED, OR LOWERED TO A SATISFACTORY BEARING ELEVATION, OR FURTHER COMPACTED AS DETERMINED AND INSTRUCTED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. THE COMPACTION OF THESE AREAS MUST ALSO BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 5. TESTING: TESTING OF COMPACTED EXISTING SOIL, OR OF STRUCTURAL BACKFILL TO MEET OR EXCEED 95 % OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). FREQUENCY OF TESTS: ONE EACH 1500 SQ. FT. (OR A MINIMUM OF 3 IN ANY ONE BUILDING OR BUILDING ADDITION) AND AT EACH LIFT OF EXISTING OR BACKFILL, ONE OF EACH SPREAD FOOTING, AND ONE EACH 100 LIN. FT. OF CONTINUOUS FOOTINGS. GENERAL CONTRACTOR TO SUBMIT TESTING PLAN FOR APPROVAL BY ARCHITECT, GEOTECHNICAL ENGINEER, AND STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. SLAB ON FILL 1. FILL AND BACKFILL TO BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS DETERMINE BY THE STANDARD PROCTER TEST. 2. COMPACTION LAYERS NOT TO EXCEED 8 INCHES, SLABS ON FILL TO BE PLACED ON A CHECKEREBOARD PATERN WITH CASTING LIMITED TO 600 SQUARE FEET OR 25 FEET IN ANY DIRECTIONARD PATTERN. 3. PROVIDE 6-MILL VAPOR BARRIER (VISQUEEN) BELOW ALL INTERRIOR SLABS ON FILL SOIL MUST BE TREATED FOR TERMITE. TO BE PERFORMED BY APPROVED TERMITE SPECIALIST -7•Z1- Y.v SF-mr-EW® FOR COoE COIIAPLIIA ST. LU COU BOCC EC� w 0 JAN 82 W. z Q� C p0 W LL �O0 O_� 8mC ca am_ WW OO 015 O s5�g j 0 U La J D amg U Q w p LL vn� C U G c w o ¢ W om o� oW w v a m 8 Cl) d E S C u Q U ®g J p �1.E W J LL 3aE 7 D IL 7 U O J_ fixx- d 5 Lu noo ZOZ DU— D W .jLL ZU ga ti o N Q p ED N ILE :1 LLN ij L Q Egg v RE JKewLL LIJ 0- LL cnc� �� TJO ww U 0r 0m J Z Za ¢ rN CON Eo 2-J car �� m500 asps Lm= wz U zw wo ZU� JZ w O o O� ` o 9m.� YQZ 1° 0 f�>Q w ZCffi = 0 z w U > OU N O O a e L0 mW J Jw'Ll g'�m ♦/�� m V ''^^ V :A m �j0 E z $s Z 0 Q m w U a = Uv _LJ za �U) m $ 51)w wZ Ud 3pm oes mo� 00 L U 01) CV r J Q N N C� CM A J LL Cc 0 Z O LL iE = Z W Z 0' Z n O Z J J m r N 04 0 N O � p p r J ~ O � CN L d A-1 OF SH W 33 34 �o S TE' aao`I-oc,a� MAY 13 n020 ST. Lucie County, Perm I I—u 1'-6' 1'-6- FLOOR PLAN SCALE: 174 = 1-0 56'-11j' 19'-7" AREA BREAKDOWN LIVING AREA = GARAGE AREA = 2,357 SQ. FT. 436 SQ. FT. TOTAL 2,793 SQ. FT. ENTRY AREA = 121 SQ. FT. TOTAL AREA = 2,914 SQ, FT. VENTILATION OF ATTIC SPACE PER 2m7 me 2nuL2 RATO OF NET FREE VENTILATION TO CEURG = 1/150 ATTIC SPACE TO BE VENTILATED $014 SG FT. NET AEA OF SCI®! VENTILATION REWIRED Z214 BE . 10.4 SG FT. 150 SO AND SPAOD a' SREDN WNTS 7'xW (1A8 SFJ 0 9-0' O.C. MN. NUMBER Or FUNDING SCREEN YET6 19.4 / TAW - 20 SCREEN VETS LNUR FT OF FATE (SORT) AVAILABLE I5B'-$ In P. NIRDETE OF SCREEN MUM PRMOED 251f / W = 33 SCREEN VENTS sm `71P. WALL sEC W ON sAME BHT. FOR am WNr IDGna1 GENERAL NOTES 1. ALL OPENINGS SHALL BE PROTECTED WITH APPROVED HURRICANE SHUTTERS. NTH THE EXCEPTION OF THE ENTRY DOON ANDaL WITHSTAND HURRICANE IMPACT LOAD M LY IMP 6 OT B NG U 2 EXIEMOT DOGES 3 FRAMES M HAVE WEATHER SHIPPING 1 UNLESS OTHERWISE NOTED. ALL STRUCTURAL LUMBER SHALL BE /2 YELLOW PINE OR S.P.F. 4. WHOM INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE WIN R 3PECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS- SEE SPECFICATIN WAARNNG LEAN OF EGRESS BELOW. S ALL ATTIC OPENINGS STALL BE HMO WITH 1' X f WOOD FRANK 16. PRUDE OUTLET AND 90TOM LIGHT AT ALL ATTIC ACCESS 7. ALL INTERIOR DOOR SHALL BE HOUDW CORE B. ALL SHOWER ENCLOSURE GLASS TO BE SAFETY GLAZING, B. All WINDOW FRAMES TO BE SET IN CALK BEDS 10. EXIBWGt DOORS 3 FRAMES TO HAVE 'A'ATFR STRIPPING 11. AL LINEN CLOSET SHAH HAVE 5 SHELVES 12 ALL INTERIOR NON BEARING WALL SHALL BE METAL. STUBS 11H GATE s INSTALLATION PROCE UWE AS SPECIFIED BY MAIUCFACRURER IS, EXTERIOR SOFFITS R OD, SHALL BE GLAD WITH STUCCO OVER EXP. METAL LATH MPIIED PER RIC 21117 CHAPTER a SECTION 25011. 14. GENERAL CONTRACTOR SILL WNFY ALL MASONRY OPENINGS WITH MANUFACTURER'S LITERATURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NOT REQUIRE THE USE OF A KEY, TOOL SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 2D' IN WIDTH 24 IN HEIGHT, 5.7 SQ FL THE BOTTOM OF THE OPENING SHALL NOT 6E MORE THAN 44' OFF THE FINISHED FLOOR ANO NO PART OF TE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR. 0 1X2 FURRING STRIPS O/C W/ FOIL BACKE MIN. \' CEMENTUOUS TILE BACKER BOARD TO A - MIN_ IM,UM OF 72" A.F.F. IMPERMOU FINISH AT WALLS AN`DS� FLOOR (SUCH AS CEFRAMIC TILES). MIN. DOSING FOUNDATNN ---- \ . BATHROOM WALL DETAIL SCALE: NTS z n Saint Lucie Building SOLD BLOCKING 0 MUM 12'-T HIGHL TOP TRACK 2X- 'WOOD STUDS PER WALLS SECTION DETAIL FOR ELECTRICAL OUTLETS BOTTOM RUNNER TRACK ATTACHED ID CONCEIE OESCAED FOR 5lBS/SF OF ESE LOAD, BASE -SEE TYP. INTERIOR PER F8C 2D17 TRACK WALL AL METAL ROOF OVER 300 FELT ZONES FOR ROOF COVERINGS NTH SLOPES OVER 2:12 ROOFING CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION, PERFORMANCE REQUIREMENTS AND APPLICABLE CODL REQUIREMENTS IN SECTION 1518 FOR HIGH VELOCITY HURRICANE 19/32" C-D STRUCTURAL I PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES 024" O.C. HURRICANE ANCHORS SEE DETAIL ON RAG A9 TOP OF BOND BEAM w Ilw IL ANCHORAGE AT JAMB VERIFY SLOPE PRIOR TO TRUSS CONSTRUCTION 12 1 _.010 2X4 CaONUOUS INS-01O.�`G INSULAIXN k V GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS GALV MTL DRIP STRIP PROVIDE BLOCKING AT ENDS ON PT 1XZ WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH P.T. 1"V NAILER OVER WIRE LATH ATTACH DIRECTLY TO BUTTON OF TRUSSES W/3' CONT.SCREEN VENT 87 REINFORCED C.M.U. Yt/ 1/2' GYPSUM WALLBOARD ON LADDER TYPE HORIZONTAL Rl. 1X2 FURRING STRIIPS AT JOINT REINFORCEMENT f 24' O/C W/ FOIL BACKED 16' O/C EXTEND 6" MIN. INTO R-4.2 INSULAT10N TIE COLUMNS 5/8' STUCCO FINISH. (1) LAYER OF SCRATCH COW' (1) LAYER OF MEDIUM TEXTURE SKIP TROWL TEXTURE. N W%D BASE SOLID GROUTED CELL W/(1) #5 RE -BAR HORIZONTAL do c 4n' THICK CONCRETE SLAB W/ 6X6 WITH MIN. 30" OVERLAP 1,44.4 WWM ON .006 MIL VAPOR z m BARRIER ON CLEAN, 95% COMPACTED, TETMINTE TREATED FILL ELEV.0'-0. / DOUBLED MESH 60' AT PERIMETER) FIN. WALL SECTION SCALE: NTS PRODUCT Approval Submittal Affidavit _FL # or Miami Dade Product Model # Manufacturer Glass Description Attachment Method Type, Size, SDacina 8 Embedment Building Design Pressure Product Design Pressure Noe 17-1212.02 Window 7700 Series Lawson IMPACT MM HUD -1 TOOC116�1.H1 .,'D�DLB;tiODE$��a { 9 NOVA � ' 1'' 6 FRAME SL - NONE +56 -55 +67 -67 FL 5684 Gara a Door Windcode Coplay impact 114" X1" Min. embed tapcon 6" O.0 w/ 1" whashers +55 -66 +54 -60 FL 2346-R7 Underla ment Warrior Warrior NIA NIA +56-55 n/a FL 6891 Door Fiber Classic Lawson Impact FRAME HEAD -114" ELCO TOPCONS MIN. 114" EMBED INTO CONC. R" FROM CORNERS FRAME JAMBS 1W' ELCO TOPCONS MIN. 114" EMBED INTO CONC. R" FROM CORNERS W SPACE MAX 14" O.C. +65 -55 +67 -67 Noe 17-1212.09 French Door 2020 Series Lawson Impact 5 TAPOUI W I MN WED. 9 WIELD WUIX 11/4' MN EDE DISTANCE A 1/4' MAIL SHIM SPAS +55 -55 +88 -86 Product Model # Manufacturer Attachment Method Bulldin0 Design Product Design Type, Size, Spacing, Embedment 8 Stiffener etc. Pressure Pressure Nullions Noe 16-0529.03 1 Lawson 5 1 T/PON W11MN. 06AROOD FEERAML OL EDGE 39MM 4 d COXtlEE CR IKODW WOOL yM,1 O1ffiUUUISIENGAVII® WIIED IDGIN MA3, 11 OR 12 S M Roof FL 10124 Gaf LDIAMETER 0, FNWDIA70 7/i MN lE TROUGpIPLVOIDA�p /pSg 0OARDBOVE 1 NI I]' FlW'FAOi END a A�PPROXSKAIIIIIE AND IjY ALOE EACH CUT GILT Siding Soffit Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Yamns b I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions Name: Wayne Gandy Certification Number' 33134 Date: Please customize the size of this form for your specific structure. It 1s not intend t the product approval i forma ritoV a prov spaces. This form is pr�videq s a terrI te. revised 07M2@016 N Permitting 5T. Lice (.OuntYr W Z F Q C3 � O a LJJ U Apt) Z 4"5 _J LL ❑Z 7 05 N m Lu L) ❑ Lu ' x c LLI LU rJ Lh CL C (C) CL (L p H o O LL ] a W 0 t W u (Qj CL 5 W 7 7 7 Tn � a J 7DW❑W O❑ jU� r W D 9; (3 J LL Z L ❑ ❑ = Z _J �Q5 V � m n C\I LL W U)LL (r co LU W =J❑ W Z a. ❑ ¢ O'- r LEI L a W Z U U) J Lo LU O W JZ LU 2 O ON ZU, O i4Z L}o 2 �Q a) ZN � � z� 0) CzI- - U U LO O a LWI- n m Tn a ziio Li 3: zU❑ o TWU JJ W F w Z=� Z�Z O oo� J Z 0. W W �Z_n V Z W ♦Z xxxxxxx® U) W 8 E E ga x O s2 �M 2 m� 6) S` a HOD OD Q L�� a OO Lf) O U CV IL O .J Q 00 M ti ca 0 Z a) a O LL LL Fy ❑ Z W C Z Z W c m r N W LL O c/j �T ❑ O Ln J f" O N L W OF SH v�HtU l l I I i Nt(I/�l N 3 341' vA•y / r T *E *` hrij/��ONAt 0 I aO 56'-11j" i - i+3 BATH 3 • DO N M ® r` H0 I—TED] `a SLAB 8'-3" 6'-0" 5'-8" 4'-6" . 7" o> 0 V N N 54X63 SH:_' c, ------------------ --------------- - I I I flf 13'-4" 14'-1" i FAMILY ROOM I I I I I MAST. BEDRM. COFFER CLG. DINING ROOM I I 9'-0" I I N I I I I I I I I I � I I I I I I C:0. 19'-7" 2880 �1 12'-7" i T+1 O N 10 Vx BEDROOM #4 BEDROOM #3 REMOram= 'o N N CID ® o Go N O co 3'-0" N 4'2�88�0 BATH 2 TUB / 9'-2" TO /- I` };,l H1 "r7 OD N I i ❑ ❑ . J N --------- — o IIr- ---0 — — — — — — — — — — — — - - - I I ,— " 4" , " OO ee 0 71) 13 4 KITCHE -9 " 4'-2" 3'-1" 3'-7" i 10-6 CLG -1 720 HI 4. 42468^2 . I �,� FT I a0 ---------- ----- DO P- 4 3'-1 4" i 6° 16'-2" 10'-0 go 2'-6" - � III I'i 4 I 0 1 ' OFFICE 6 0 U LIVING ROOM I I MAST. BATH COFFER CLG. EN1 - 000 54X63 SH Q$ 54X63 SH 4'-6" 2'-3" - " 2'-3" 4'-6" 4'-3 p ih O to SHOWER 3 I X a a LO 1K 3 0 37X422 SH r• i 3 2'-4" � 3 -1" � 2 -4" 1'-6° 1'-6" FLOOR PLAN SCALE: Ile = 1-n 8'-5" 5'-0" I 3'-O" 1'-0" 1,—Dr 7'-6" 12'-7" BEDROOM #2 0 0 _I 1HANLESS 0 3" DIA, BOLLARD BOLTED TO CONCRETE I 22'x48" ATTIC ACCESS FBCR305.1.3/R807.1 2 CAR GARAGE o N 2'-3" 1 15'-10" 2'-3" N •� m ® ' If'A M o I AREA BREAKDOWN LIVING AREA = GARAGE AREA = Z357 SQ. FT. 436 SO. FT. TOTAL Z793 SQ. FT. ENTRY AREA = 121 SQ. FT. TOTAL AREA = 2,914 SQ. FT. VENTILATION OF ATTIC SPACE PER 2MT me 232&32 RARO OF NET FEE vem all TD GONG = 1/150 ATTIC WAGE TO BE VDITIATED Z914 S& FT. NET AREA OF SUM VENTILATION REQUIRED $914 S.F. " 10.4 SO, Fr. 15D SUE AND SPACM OF SCREEN VENTS 7'x22- (1.06 SF.) 0 gd Q.C. MN. NUMBER OF REOILWD MM MINTS 19.4 / 1DE " 20 SfA®1 VENTS LMEA R Fr OF EAVE (SOFFIT) AVAILABLE 4W-0 1a Ft. NIMiR OF MM MUM PROVIDED 257 / e' = 33 SIXENN VTN1S SE *TV. WALL SECIIOM ON SATE S T. FOR SHEEN VERY LOCATOR GENERAL NOTES 1. ALL OPENINGS SHALL BE PROTECTED NTH APPROVED HURRICANE SHUTTERS NTH THE EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DOORS WHICH SHALL BE DESIGNED TO WITHSTAND FMCANE IMPACT LOAD (APPLICABLE ONLY IF IMPACT GLASS IS NOT BEING USED) 2 EXTERIOR DOORS A FRAMES TO HAVE WEATHER STEPPING 3. UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE J2 YELLOW PINE, OR S.P.F. 4. WINDOWS INDICATED NTH (E) MUST BE MANUFACTURED TO CONFIRM TO THE BUILDING CODE NTH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS.- SEE SPECIFICATION REGARDING MEAN OF EGRESS BELOW. 5. ALL ATHC OPENINGS SHALL BE FRAMED WIN 1' X f WOOD FRANK 1& PROVIDE OUTLET AND SWITCHED LIGHT AT ALL ATTIC ACCESS 7. ALL INTERIOR DOOR SHALL BE HOLON CORE & ALL SHOWER ENCLOSURE GLASS TO BE SAFETY CAM H. ALL WINDOW FRAMES TO BE SET IN CAULK WEDS 10. DOW DOORS 0 FRAMES TO HAVE FATHER STEPPNC 11. ALL INEN CUOSET SHALL HAVE 5 SHELVES IZ ALL INTERIOR NON BEARING WALL SHALL BE METAL SRDS 11H GAGE &INSTALLATION PROCEDURE AS SPEWED BY MMUCFALIMOR 13. EXTERIOR SOFFITS 0 OLD SULL BE CLAD WITH ST DCO OVER DIP. METAL LATH APPLIED PER FE C 2017 CHAPTER 25. SECTION 25M 11 OVA CONTRACTION SHALL W1WY ALL MASONRY OREING.'S 11H MANUFACTURER'S LITERATURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION OF EGRESS WINDOWS SHALL NOT REQUIRE THE USE OF A KEY, TOOL SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH 24 IN HEIGHT, 5.7 SO. FT. THE BOTTOM OF THE OPENING 94ALL NOT BE MORE THAN 4r OFF THE FINISHED FLOOR AND NO PART OF THE WERATNG MEMANI91 SHALL BE PLACED HIGHER THAN 54' ABOVE FINISHED FLOOR. EXISTING FOUNDATION BATHROOM WALL DETAIL 01i114■�tL.` SOLID BLOCKING 0 MUM 12'-0' HIGHL TOP TRACK 2X- WWD STUDS PER WALLS SECTION DLTALL CI1T-OUT FOR ELECTRICAL au11E15 ' ADDITIONAL — ANCHORAGE AT JAMB BOTTOM RUNNER TRACK FOR 6LBS/1F ATTACHED TO CONCRETE �DESIGNEI OF LATERAL LOAD, BASE -SE: TYP. INTERIOR PER FBC 2D17 TRACK WALL DETAIL METAL ROOF OVER 30/ FELT VERIFY SLOPE PRIOR ZONES FOR ROOF COVERINGS WITH SLOPES OVER 2:12 ROOFING TO TRUSS CONSTRUCTION CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR 12 INSTALLATION. PERFORMANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS IN SECTION 151E FOR HIGH VELOCITY HURRICANE 19/32" C-D STRUCTURAL PLYWOOD SHEATING OVER PRE-ENGINEERED WOOD TRUSSES 024" O.C. 2X4 CONTINUOUS HURRICANE ANCHORS SEE DETAIL ON PA A9 R-30 INSULATION TOP OF BOND BEAM /CDUNG SEE PLANS GYPSUM WALLBOARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS GALV MTL DRIP STRIP PROVIDE BLOCKING AT ENDS ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH P.T. 1"XZ NAILER OVER WIRE LATH ATTACH DIRECTLY TO BOTTON OF TRUSSES W/3' CONT. SCREEN VENT 8" REINFORCED C.M.U. W/ 1/2" GYPSUM WALLBOARD ON LADDER TYPE HORIZONTAL P.T. 1X2 FURRING STRUPS AT JOINT REINFORCEMENT 0 24' O/C W/ FOIL BACKED 16" O/C EXTEND 6' MIN. INTO R-4.2 INSULATION TIE COLUMNS 5/8" STUCCO FINISH. (1) LAYER OF SCRATCH MAT (1) LAYER OF MEDIUM TEXTURE SKIP TROWL TEXTURE. WOOD BASE SOLID GROUTED CELL W/(1) #5 RE -BAR HORIZONTAL do a 4" THICK CONCRETE SLAB W/ 6X6 WITH MIN. 30' OVERLAP = 1.40.4 WWM ON .006 MIL VAPOR a BARRIER ON CLEAN, 95% COMPACTED, = TERMINTE TREATED FILL ELEVO'-O" DOUBLED MESH 60' AT PERIMETER) FIN. FL '.:• - _ - ---_____--__-- -- OINRADIE • �'' . PLANFOR'SIZE 3, N- FORCEMONCRETE FOOTER. WALL SECTION SCALE NTS FL#or Product - ode # Manufacturer Glass AttachmT Miami Dade Description S CI Noa 17-1212.02 Window 7700 Series Lawson IMP T O� 114" X1" FL 6684 Garage Door Windcode Co la I act " O.0 FL 2346-R7 Underla ent Warrior Warrior N/A FRAME HEAD TOPCONS MIN INTO CONC.S FL 6691 Door Fiber Classic Lawson Impact FRAME JAMBS MIN. VEC EMBE 6" FROM CORD 5 N NOD 17-1212.09 French Door 2020 Series Lawson Impact TOM 11/i IR EOEE 0 Product Model # Manufacturer Attachment Memo Type, Sl2e, Spacing, Embedment Mullions Noa 18-0529.03 Lawson 5 g TAM W 1 NN Bp4>D.W 19ETI IM M& E IfirAl1ED PER YNi SPECS. AOGIW XAIS, 110 Roof FL 10124 GaPUSE ONNNAM�R�GAITL�3 O4�kIX tQ3/4EACH 0'BN /� IT SCARHO AID, ARM EACH Cif BR di Ile Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Panels 6' Gauge of Steel Please cE specific d the prods spaces.' revised 07M2121 AA 8f3� UU a D3 o "g 0 8 0 LU CD — Z M LL TWO IV ❑ Lu R _ L o P O_ cCZ y m in 1112- F ❑ X CM LU LUQ (J•( M (L U tL c � to cc J O 6W W LL p�1 z 0 d U 12 N LU Q Q °� U (L e zco O moo A 0 Z pU- FW2i Q C'D a LL 11 Z 6N6 ELF 3� rZ_j �o Na}(—me W CV i1 UL LU LU g xUWaU. ¢ m= DJ LL_ Cn LU LLI n� 0 z U. zLL ¢ oN � UF) a > N ' 5: m zc LWLI: End Q.F- JLLOO Z U, J z Q. p N »5 QQZ rna Z� `§ LU pp3 co gL kwa cc U L�cD Oa mEs� p LU ❑ 2 LU LL LL! 2h Cn CO iopn m0 0 no Z 33 (L � � 8 t d� Cc W U � O m= e LUWF c) ° tiii 5WELU. Q �Q a MILL ❑ 0 }� U ®a o O � U N J � Q m v u) d 00 " J Q D LL cc Z Q (L IY w n z z c Z W O Z Q LAD_ r1i N U) N, W U Z Q ¢ a V Z J ❑ u z Q [ U o Q 0 1 F- ll Q D U w ¢ D U) a J_ xx a W W np❑ w 3 JLLZ ;oo �Qj Yrm n N L Q 0 co L!LL� LL ¢P7 r J ❑ w a nz L Sa w Z 2W ZO O ZU� LQZ CAQ z 0 7 W Z Er U U A LLI FLL i�iZ my V Jo Z� Z06 A W 7VCO Z11 �Z �: U01<1 CF U J V z L.L.. w w �Z V Z w z V V J w 0 oCE iY m 0 0 0 W U J Z M LL W o 0 c W U W N o u.l W M d d p w = J LL O IL w a IL ❑ O r ¢ WN � �t v ~ -Ju) LL LO M w 00 O ❑ N LL Zco N N O � Oa U) Q 11 U Eck bm 0 9 40. �D W a� %m t�E �Em 8= E E �v€ p�NL sod $a� Ems m n a t o L O U � N J 00 O Q M h _ A J u LL co Z U- p = z w Z W Z n O w z u m N cn = 0 17 p aj p J ~ O N W s d A-3 OF SH �1���144tt 11 �1t1t�7ff� N 33 4 ST E IONAL��tt�`4 lilA�4��'�` m �14TOP OF T. BM. 14'-4' TOP OF T. BM. FIN.FL.ELEV. o'-o° REAR ELEVATION ,('AI F 1 /4 = 1'-n° METAL ROOF 12 51 METAL ROOF 8 PRL CAJI UN ILL 6- PRE CAST LINTEL 14 L_ r------------------� rr------------� -----""---� L8 PRE CAST LINTELS r------------L TEMPH 25SH 25SH EGRESS EGRESS o 0 STUCCO FINISH -- STUCCO FINISH RIGHT SIDE ELEVATION SCAT F Ile = 1'-O" 255H EGRESS REVIEWED FO CODE COMPLIX ST. LUCIE COUP'= BOCC Lu $Sm F pCD U O �Do LL Lu Z LL n`m N Z LL B• Z Z W n � � W mho ❑ Lu N EF 2 . m E o Z w c W€ W Q W !F (L as. 2 U CL M F- m a p J O 090 2 J LL o 8 Z Lu d U �a8 w ❑` U w (L 3 U pr U ❑ Z O o LLax Lu W M o n MW � a ❑JLLZ ga LL s�v mm20 H N Q mmF. a m oaf CA `fig ❑ LLLLI LLJ c co N D8 m W LL N LL Lu UE J❑ Z d fr O N � 3 c7 } co Lu -02 a5 n LLI (n 0-a Q F J U) 2�2 U U) LL— Lu 0ZU� -IZ U ¢ ❑N LLI Wr�gQMao °� Z¢a 0 FL mMo€ad � OZz W LLI LLgQ � W m Z m mm oZ)0 Z Z 8� c��°w LL =�5 T W O W .^ Lo Lu W (✓J �Gffi zULL F �Nm „":�Z �w a- LLa ors O LO U °O J U N ,Q T C J cM V N LL Z � (� W � Z o w Z c X Z W �o Z W W CD Lu N LL o �i Cl V O L Z ti oa N W W rZ V SHEET NO o A-4 OF SH � �,�a1tlUnlluri�y�� N 3 1 hy s TeNAL : 1'-0. 1'-0. SCALE: 1/4" = 56'-11 d /5 RE -BAR AS INDICATED ON — FOUNDATION PLAN. 4" THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE ON .006 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE ----N 8" MAS. WALL SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. d < d, .. .d I GRADE d < .006 MIL. VAPID— BARRIER "-�95% CLEAN COMPACTED 3 #5 CONTINOLI 1-6" FILL TERMITE TREATED F1 AS PER CODE SCALE: 3/4" = 1'-0" TYPICAL AT ALL PERIMETER WALL (U,O.N.) ,4" CONC. SLAB ON GRADE 1 #5 CONT. WITH FIBER MESH a -0 1'' .�.�.�... TE- SECTION 2/A5 —4" STEP AT GARAGE SCALE: 3/4" = 1'-0" /5 RE -BAR AS INDICATED ON FOUNDATION PLAN. 4" THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE ON .006 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE --% 8" C.M.U. -1" MIN. LAP B"MIN. FIN. GRADE 8" MAS. WALL. SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. a A. IL"d a s� • I1I- `' 95% CLEAN COMPACTED 35 CONTINOU -111�1 -fi" ALL TERMITE TREATED F1 AS PER CODE SECTION 1 /A5 — PERIMETER FOOTING V SCALE: 3/4" = 1'-0" TYPICAL AT ALL PERIMETER WALL (U.O.N.) #50 ROD IN FILEI -ELI AS PER FLOOR H [!If, 10 CONT ROD I F `R e BOND Fal, ?9 4" CONC. SLAB W/ FlBERMEYH OVER 6M VISO. / I CLEAN C, w/ 12' / BORA-CARE TERMITICIDE WOOD TERATMENTAT \ FRAMING 20"06" CONC. ROOTER W/ 2-#50 ROD CONT (MIN. 25" LAP) W/ &" MIN. 6 GARAGE CURB DETAIL COVERAGE MS scMc : a/F•4:r TO HOwZ�x,. BOND BEAM CHANGE T man 8" MASONRY WALL (1) #5 RE -BAR SEE FND. PLAN GRADE (1) #5 RE-BAI4 1 tl I I - CONT. F1 STEEL MUST BE C—TTT. CONTINUOUS I 6 MIL. VISO. FILM ON CLEAN FILL- SOIL COMPACTED TO 95%-- TERMITE TREATMENT AS PER CODE. #4" TRANSFER BARS 5'-0" LONG W/STANDARD —ACI HOOK SPACED 48" O.C. WHERE INDICATED 4" THICK (2500 PSI) CONCRETE SLAB W/ (1) #5 RE -BAR— , FIBER MESH II'—y (1) #5 ® 24" O.C. ONLY UNDER DEPRESSION SEE FOOTING SCHEDULE SECTION 4/A5 — SLAB DEPRESSION SCALE: 3/4" = 1'-O" AT SHOWER(S) 4" CONC. SLAB ON GRADE 1 #5 CONT. 4" CONC. SLAB ON GRADE W/FIBER MESH ON 6 MIL. VAPOR W/FIBER MESH ON 6 MIL. VAPOR BARRIER AND COMPACTED 1 LAYER W W F BARRIER AND COMPACTED TREATED SOIL TREATED SOIL CL ��_ II� IIIIIIIII� III „ Il 1'-n" c�F pi lnrlmill I'_n„ SECTION 3/A5 — SLAB DEPRESSION AT SHOWER SCALE: 3/4" = 1'-0" FOOTING SCHEDULE TYPE SIZE REINFORCING LENTGHWISE TRANSVERSE BAR TRANSFER BAR REMARY.S WITDH LENGTH ,BEPTH NO SIZE LENGTH SPACE N0, SIZE LEND TISPACEI FIO. ISIZE LENGTH SPACE Fl) 18" CONT. 18" 3 #5 (1) CORE ON TOP (2) CONT. aN Bn #4 #48" 1 #4 60 48" MONOLITHIC — ' 8" CONT. 8" 1 #5 CORE ON BOT THICK EDGE 12" CONE 8" 1 #5 CONT. ON BOT. THIEI( EDGE CF2J 24" 24" 12" 3 #5 EA. WAY FND. PAD CF3) 36° 36" 12" 4 #5 EA. WAY FND. PAD lF'4� RE" 42" 1 12° 1 5 #5 1 EA. WAY END. PAD CF5) 36 6'-8" 12" 4 #5 LONG WAY 8'OW SHORT FNDPAY VARIES PER D.D. + O'-O" FIN. RR COLUMN SCHEDULE SIZE REINFORCING REMARKS WIDTH DEPTH VERTICAL HORIZONTAL ❑©• 0 8" 8" 1 / 5 NONE LAP MIN BAR A&GDIA. INTO 0 ® 8" 16" 2 17 NONE p18 LAP MIN 18 BBARNDIA.IINTTOC� FOOTING AND TIE BEAM. C3 O 16" 16" 4 5 # NONE SOLID GROUTED MASONRY ML LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. Qp Q 8" 12" 2 16 NONE "0" BLOCK. RENF. LAP MIN 18 BAR DIA INTO FOOTING AND TIE BEAM. ® 2 # 5 NONE (T994 RINKER BLOCK (_RT ANGLE) w/ 2-15 VCtONC. ® T.S. 3\"x3\")d" COLUMN FILLED STEEL COLUMN T__ PROVIDE 8 X 8 ALL CELLS W/#5 0 MAX 5-0" O.C. w U m._€ ��m a°$ F- Q mom? °g =�8 a 88� '4 a) O 1.2 mc�p ❑ Z O LOt 0 to t m ❑ ZQ Z CD Vjj M @.2C L U LU m N LL_� LD O 2! 0ss U 88a Q w ILM Lu E m L Q U a J L .9, 9.1 JW = J 3:E 3 � a U u- Z c x a 5ww m❑❑ agz C7 _j LLz LL o o€ Q 5 12 N m m dam ❑ N W Q O 9� XUXcl)w w 0- ILLca W LL U) o CC cow Wl' n O � ZIL _ Ir N omN � U) _j iD > Wz c) J; c wCn a U o w Z0� w _jZ 0 o W>-0 Zq c Q0� �C al. 0w0 U � Oa mas �zl� CO/n$ C6 CO Ui i v m 0 `L O P oa0 Q znt z0O O 0jig ITT J U w W LLB F = fn mb a u Z = 0 W W Lim o z�Z �¢ oNo IIIo I N � � : . d LO U N J LO 0 Q CMCN � N J u- FI Q Z Q (a u_Lu I� Q Z w Z C Z ® Z W C m04 r C'4 co LL. O'^ U5 Q O T LO J ~ o N w A-5 OF SHE �� �AA11�IutJ11It1/fry�wi NO 3 1 4'atl� ZZAJ77111111111AAN\ wt��iiaa•rswrL•d�r�lr BOCC 1A/C PLAN SCALE. 1/47 = 1'-0' AIR CONDITIONING SPECIFICATION GENERAL ' WAXNCS AM DIMMMMN X W NOT SCALE DMWNR FOR THE WACT LOCATION OF EOUPMINT, PM DUCTING ETC. ' THEE DRAWINGS 00 NOT SOW EVERY MINOR GOAL, BUT TIE CONMAOTOR SOUL FUWS H AND INSTAL ALL ITEMS MID FOR A COMPETE, ACCEPTABLE WOWING INSTALLATION. ' ALL WORK SHALL E POMED BY A USCENSED CONIRACRR N A FIRST CLASS. WOIOUNAE WRIER THE COMPETED SYSO SHALL E FULLY WOULI VE AID ACCEPTANCE BY E7NONEN/MWECT MIST E A CONNIVE E THE SIB -CONTRACT. ' CONTRAM SOUL VIST nE JOB SHE AND TiORODOLY FAMIMIMIN HIMSELF WIN ALL EXISTING CONDFRONS ' ALL WOWC STALLL E COOUDNAIED 111 OTHER 1RADES N ARID NE%FIEIRE ITH IRE PROCESS OF CONSTRUCTION. 'ALL REWIRED NS.R VI E SHALL E PROVIDED BY THIS ONIRACIOR FOR PROlWIKlN AGAINST RRUC LABILITY AND PROPRTY DAMAGE FOR THE OURAII N CE IRE WORK. ' ALL WORKMANSHIP AND MATNIALS SHALL E N STRICT ACCORDANCE WITH APRICAME NAINONN, STAS AND LOOLL CODES, MATS, AND OIDNANCFS ' Al MATERIALS SHALL E NEW AND 9ULL EMIR UNORWRTRS LABEL WHERE Al CANE ' THE EDUNIOL CWIRACTOR SAL PR01Tf A MITER WARRANTY THAT 9141. GUARANTEE ALL W RWA SI P AND MATERIALS FOR OE YEAR FROM Tf DATE OF FINAL WON ACCEPTANCE EQUIPMENT SHALL E U.I. APPMIWD. ' AIi00ECNRAI MD/GR 00fF74N6 EXPENSES THAT ARE INCURRED DIE TO REVISIONS OR MWIFUIIOS EMU BY THE OUT7RALTOR SHALL E PAD FOR BY Tf CONRACTR. INSTALLATION ' TIE KEOUNWCAL CONIAETLR 91NL PROMS HNAC EGIPM9fT AS SCLFAOFD NTH THE CAPACITIES SH OON ON TIE B7NL 'SBA SHOP DRAWINGS ON ALL WLAP ENT AND OBTAIN APPROVAL PRIOR TO NSTN ."ON. ' lE MECMVACAL ME" ZU PROVIDE MOM STA RR76, RELAYS, CONTACTORS, SLOE DUCT DEHECTOZ•i, ETC. ' 1 E EIECRICAL OOWNACTOR STALL P OMDE ALL SWITCHES AND INSTALL ALL CONTROL WRING ' A/C UNIT SPRY AND WILLIS! AR DUCTS SHALL E R-0 JOINS MMMUE MAT -FACED MCRD-A E FIBERGLASS DUCT BOALD, TYPE 800 % RRN'FM) , INSTALLED PER MAIMFACTIMn IXSRUCNNS ' ALL DUCINON SHALL TO TO SM.ACNA STANDARDS, All DUCTWORK SUES NE MIT INSIDE NENSOUS ' ALL A/C APPLY DUCT ROOKS MOST E FURNISHED WITH APPROVED TURNING VANES. ' BRANCH TNEDOP` MUST E PROVIDED WIH APPROVED, ADJUSTABLE, A.CSSSIBIE AR SPHTIN ' RIND DUDE ELBOW' SHALL HAVE AN INSIDE RADIUS NOT LESS IN 1.5 IM THE MIN OF THE DUCT. ' CLAMP FUME DUCTS TO CMLARS. MA)UM LENGTH SHALL E 10 FEET. ' ALL EXHAUST AND OUTSIDE AIR WOWON SHALL E GALVAMM) SET METAL ' AIRY DUCMNI ABOVE THE ROE TO E SHEET METAL, EAT4APROOFED AND PANTED. NSUAIDN TO E Y TICK, RAIN ON NBRDIR AND INSTALLED IN AN APPROVED MAKER ' INSTALL SMOTE DUCT DETECNRS N THE SUPPLY DUCT OF ALL A/C UNITS EX®I61999 CFM (NTERIDO( NTH ON/OF CONSINA OF AIR HNDIM ' AN DISOUBTNN ACCESSORIES SAIL E PER SHEDLU ON FINIS WKER NT PIPING TO E TYPE Y COPPER NTH SON FITTINGS. MLAIE ALL R FFIGRAM WRION ORES WON BUILDING SPACES W I H I/2' AMMFO OR #PROVED EQUAL, UNLESS OTHERWISE NOTED. ' CMI ECT CONWNSATE BRAN PIPING FROM TNT THROUGH A TRAP TO CONDERSAIE DRAIN RlE®NG CRNIRAM MAY IWALL ORAN WITH B FEET OF TNT F CONTRACTED TD W SD, ' SET AIR CODINNNG HANDLER AND CONDENSATE UNITS ON APPROVED BASES NTH VIBRATION ISOLATORS ' ALL OUTDOOR AIR MIMES SHALL E S TEEM D NTH A OOMDS NI -RESISTANT MATERIAL NUT LARGER THAN I/2' ME91 ' MM JE W90 5'-B' ABDVE FIDOA UNLESS RULED OMFRNE. ' TERIIDSFATS FOR A/C LINT SHALL E HEAT/OFF/COOL AHD FAN/AUTO/ON STITCHED AND SHALL E APPROVED BY EQUIPMENT MANLFACN9EIL ' F RNSH AN INSTALL ALL 1EMP RAIIUE ONNGS UNDER THIS CONTRACT, INCLUDING RUN ATY CONTROB iEN APIPLIONK.E. FlE DAMPERS GHML E NST&ED N ALL DUCTS PFTETMING RE RA1TD ROOFS AND SINGS AND WIN SOWED BY CLAPS, RiORDE ACCESS DOORS AT EACH FIRE DANDER LM110K WARRANTIES ' Cann E ANY DEFECTS SHALL E CO FLBIFD WIIMNN ADDITIONAL WARS AND SHALL KLUDE RPRACINEIM OR RRPAIR W MY DIRER PHASE OF IRE NSTNUTON NIGH MAY HAW EDAM DAMAGED CWRAC NNL SHALL ADJUST, TEST AND MANE ALL STSRMS HAA KED AR FLOM WON 10 PERCENT OF IHE DESIGN VAI.US. SUER COPY OF WMLSIiET 10 DOOR/MROURM.. SCOPE OF WORK INSTALL COMPLETE NEW AIR CONDITIONING UNITS INSTALL NEW AIR DUCTS INSTALL NEW RETURNS PROVIDE NEW CONC. PAD FOR EXTERIOR UNIT SEE ATTACHED ENERGY AND HEAT LOAD CALCS. Nx MS NlEACTOR: SOBO ON k' THICK PADS ABOVE THE AREA FLOW PLANE (FMC 3D1.14). CONTRACTOR SHALL VMFY REQUIRED OVATIONS WITH CITY OFFICIAL& x ALL AMPS AREA TO HAVE AUXILIARY DRAIN PANS WITH A MINIMUM DEPTH OF 1-1 AND CORMUCIOD OF A CORROSION RESISTANT MATERIAL ARP BY THE ENGINEER. A WATER LEVEL DETECTOR OR FLOAT SWITCH DEVICES $ HALL BE LOCATED IN AUX DRAIN PAN AND USED 70 CONTROL OVERFLOW BY AUTOMATIC SRUTDDWN OF THE UNIT. x ALL AMPS SHALL HAVE A MINIMUM OF 4' CLEAR SPACE AROUND EACH INSET. x ALL R/A OWLIES TO E LOCATED A MINIMUM OF 3'-O' FROM SLOE DETECTORS x ALL AMPS LOCATED N ATTIC SPACE SHALL BE PROVIDED ACCESS NTH AN OPENING AND UNOBSTRUCTED PASSA"AY LARGE ENOUGH TO ALLOW THE REMOVAL OF THE AHU WTHN 5-V OF THE UNIT (FMC 308.4 x EXHAUST DUCTS SHALL E A MN. OF 4Y AND 28 GAGE BEET METAL PPE x DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR SURFACE AND MUST NOT DUE THE MAXIMUM ALLOWABLE LENGTH PER CODE x TRANSITION DUCTS SHALL NOT E CONCEALED WITHIN CONSTRUCTION. AIR HANDLING UNIT DETAIL N.T.S. CONDENSATE DISCHARGE DETAIL VENTILATION PER F.B.C. 403.3 VENTILATION PER TABLE 403.3 OCCUPANCY: RESIDENCE / OF PEOPLE: 10 CFM/PERSON: 15 O/A REQUIRED: 10 x 15 = 150 CFM AIR CONDITIONING LEGEND SUPPLY LINE MIXING BOX SUPLIED BY G.C. SEE PLAN ON THIS SHT. FOR NECK 4 SIZE LOCATION AND AIR FLOW 4 CEILING RETURN AIR GRILL SEE PLAN ON THIS SHT FOR NECK SUPLIED BY G.C. SIZE AND LOCATION CEILING DIFUSER AT DRYWALL CLG. SUPLIED BY G.C. SEE PLAN ON THIS SHT FOR NECK SIZE AND LOCATION SUPLIED BY G.C. EXHAUST FAN INSULATED FRESH AIR SUPLY DUCT SUPLIED BY G.C. SEE PLAN FOR SIZE. DAMN LATORS N.T.& IEVIEWED FC CODE COMPLIA ST. LUCIE COU BOCC h g 8R� w •$€ Um QCL C7 ON C mc�1x Z Z It, O ` Q W � O00 O mtm ~ Z Z CD M g W ' W Q Q7 J ya Q U CD LL $ _ to CAD W cm W a u W o U W M °A� W AL w w (L a QU U J 0� U Q d W Q 3iE LL Z co Q i LCL 5w� moo 4Qz s ¢w3 Q a Ll— Q 3�= J �o O a spa Nrm ism oLLo waw c9� xUxmw mm U) s� WLL n-. Q J w w Q O r }} ZEL }¢ ra OD cm I- mJ� Z� t m� rp I —um= wZ U - in r m U U Tn w m� py$` z JZ jr QN w}p c04cl) Zc LU — QZ 3 N Ir Ir O Z jrZZ= CJ BOO DILL aE� WW w w Q a8 w2Z W O O W I 'S► z U a o < z-2U www CZUwU(A) ZF Z �vs o UQ In DEE U ®Q o O Lo U • o4 J N O p .� �. 00 1 p J 0 N ILL LL z c w ;Ty o w z c z a) O W ' c ��zTI''�A LLJW T— V m N Lu �_'^J 1L O � Z ~ p Q N W W �-•� A cads 9 SHEET NO 1 I Lu 1I 1Mi�i GENERAL NOTES — PLUMBING 1. CONTROL VALVES REQUIRED AT TUBS AND SHOWERS 2. PLUMBING CONTRACTOR SHALL SUBMIT "AS BUILT" RISER DIAGRAM TO THE BUILDING DEPARTMENT. AS REQUIRED 3. ALL CLEANOUTS SHALL BE INSTALLED AS PER CODE. 4. ANTI -SCALD VALVE REQUIRED AT SHOWERS. (120 DEGREE MAX.) FIXTURE COUNT FIXTURE NO. VC 3 BIDET 0 LAV. 4 WASH MACH. 1 L.T. 0 VEGGISE SK. 0 SHOWER 1 TUB 3 TOTAL 14 SCALE: 1/4' = V-0' h g 8g� ass am= w m$€ a C. CD c$a O ➢Ca 0 a ❑ N W � m �m U = mg� Z Z W O M �b O o f m m L= ® ® cn ILL 1 p Z uj Lu W W N W = 0 nm W M $`o? c~o > d it W a a t ¢ n. a � m ❑ O 2 off° Q O J J m8i w d W O or E ° < LLW O W Q HE c0 D a Z 0 o a J_ W W m❑❑ QOZ u w °3 LL OO z s�= �Z_j .2 N Q m € n cn m ��m Ow LL Q W Q w OxWW mms� WLL� ¢m _`mm _ ¢J❑ Za Q ON L COy O_jl a >:} m� ~mCCP > — WO wNa wZ O a; 2w2 z(5 J� U)i LLM ` O Wo c 5 ZO, Z ir O O0N ¢QZ co< LL ZN W}O a> c W (j F O N ¢ O E=mn ZZO O Od EE aoB W W �_ u ♦/�� rr^� m W2z m 0 w ❑ 8L J w U O me W LLl F.. (� B v zUIr F J� L m z W Z O U Q 3 ¶y0 pltJ y ❑ SpN 11AR �U p o O L U c J U N ILQ Lo CD 00 J M ti � LJLLL � Z Qs W Z Z ui c Z W W Z � W r c� z r m N W i.i O p t� Uj V O � J Z ~ o Q N W W a rrznn V (n SHEET NO o A-7 REVIEWED _O CODE COMPLIIA� COUN A38 a A5 1. A7 1 A7 TO SWITCH @ FAMILY RM. Al CL: Al 3� 1 A15 If�I (� I o Ad �1 0 A5 A5 --- -- -- -- - ---------- ----------------------------, i ,y t I I I I I I I I I I I I "J" BOX A4 j REINFORCE "J" BOX FOR HANGING ONLY AS `* FIXTURE I 4 I I I I I I A8 If / i 1 As �`t I 1 Is D. 1 - jOA7i A41i --- --�� - - A26 DISP DISHW. A 2 A16 j Ir L - - - - - - - - -- - - - - - - - - - - - - - - `t 6 A6 A6 rw ORA18 _____ ------a I o ��j' A16 GFCI ; REFRIG. ----------------- &&a A14 ., A8 � A8 18i \ 'O�X I I � j I I ----ALL--- ----------- J/ 0 EJII I 111111000 GFi A38 I 1 TO SWITCH @ FOYER ELECTRICAL PLAN SCALE: 1/4" - 1'-0" ®)D, \ AR 6 ■I TO SWITCH @ FOYER F "J" BOX ONLY Al A4 1 S.D. OA7 - _ 1 D A4 (J A7 A4 _l S.D. OA7 IZ ^ - O 1 ( iSu- A2 A2 Al A2 A3 1 \ 'JONLY BOX A3 A3 �. A3 A15 FROM MAIN 0 A14 j \ A14 1 A32 \ GFI A14 A14 OR FI .. A15 TYPE: SQUARE D OR APPROVED EQUAL MAIN BUS. 200 AMPS SERVICE 200 AMPS PANE SCHEDULE „A" NEUTRAL LUGS VOLTAGE : 240 /120V 3 WIRE (SINGLE PHASE) MAINS ONLY MOUNTING: FLUSH LOCATION SHOWN BRKS Pp— �TAAL EL AL WI C T CNKT REMARKS WI ?J TVAAL P — 3RKS 15 1 #14 GEN. LIGHT & RECEPT. -1 2 GEN. LIGHT & RECEPT 4,136 3 6 #14 4,135 15 KITCHEN LIGHT. & SMOKE DFT 7 8 zu I I I,Luu I Piz LAI LibIll 6� 6r1 10 0 KIILI LIN �)IVIHLL AI-'I--`L. Grl #Iz I,nuU I LU 20 1 1,200 #12 MICROWAVE 17 18 KITCHEN SMALL APPL. GFI 20 1 1,200 #12 REFRIGERATOR 19 20 DINING RM. SMALL APPL 20 1 700 #12 WASHER 21 22 DRYER # 10 5,000 2 30 20 1 1 0 A 4 50 2 8,000 #8 RANGE (-77 26 S 1,200 1 0 27 29 28 , ' A/C #1 #10 5,000 2 30 3 30 2 4,500 #10 WATER HEATER 31 32 ,, 4 ' A/C. # #10 5,000 2 30 45 2 7,500 #8 AHU #1 1 '1 35 36 45 2 7,500 #8 AHU #2 37 39 38 40 SPACE 24,436 CONNECTED LOAD LESS'A/C= 36,270 WATTS 11,834 FIRST 10000 WATTS @ 100`0= 10000 WATTS NON-CONCURENT LOAD REMAINDER @ 40% 10,508.0 WATTS TOTAL DEMAND LESS AC 20,508.0 WATTS GREATER OF AHU @65% 15,000 WATTS FEEDER: 3 #2/0 THHN & 1# 6 C.0 OR A/C @ 100 % = 35,508.0 WATTS BOND IN 2" PVC COND. TOTAL DEMAND LOAD = 35,50&0 WATTS /240V=147!.95 AMPSE >200 AMPS FED FROM: SERVICE GENERAL LIGHTING CALCULATION GENERAL LIGHTING TOTAL LOAD SHALL INCLUDE: 1 — THE TOTAL A/C SQUARE FOOTAGE MULTIPLY BY 3 VOLT/AMP. 2 — MOTOR OPERATED APPLIANCE, SUCH AS PADDLE FAN AS PER N.E.C. 210-11, AND 220-3 GENERAL LIGHTING LOAD CALCULATION TOTAL A/C AREA * 3 2,357 *3 = 7,071 WATTS FAN LOAD * QUANTITY 200 * 6 = 1,200�WATTS TOTAL GN.LT. LOAD = 8,271 WATTS SINGLE PHASE ELECTRICAL RISER DIAGRAM TO F,P.L, OVERHEAD SERVICE IN 3" CONDUIT (3)�2/0 THIN 200 AMP 200A METER/MAIN 3)N2 0 AH ,,&1 #6 C.U. PANL COMBO CON'D. 200A 11All AT GARAGE �O "J" BOX W/ 3/4 RACEWAY AT GARAGE — #4 CU BOND TO GRADE 8" GND. ROD & CONC. ENCASED ELECTRODE HMO V� oW� a w �m U Q r a m� �W o ® aW€ N� ❑ i co o Z w o mEm Z O M R. W Q O LLB m> w c U 5� ❑ O uJ M 08� as a m c � w 0 ova 0 U = J 0 tea§ Oa 2 a U OLL 31E Z p a a ❑ J moo Q°Z � gma 8 LJL �Z 9E nz 908 Nam m m CA CIj �,.a UUw 88 T ILL N M ¢}J❑ Zd ct Q �ci �fic �om a Aga wz U JiI �� �QU a�ZUZ p Z u-Z w° 3co cligO OU wwF N Pd gP uimu) a m0 0 0 _j 0Li z LL Z IL ss ��-- 0 -o� Z W UL>L 0[ J = F A w cn U Z � Q W W � . ZwZ ILL o odf � U ®Q � �o O • CID J U N �Q's J 53 N N U c M � 0� i � _z ® LL ® w z z � z wr- z w W� Z N W r_n 17L ® `?' p V � r N W W Z SHEET N ® 88 �01F—SHEETS� tiftylEWEP FOR CODE COM IANC ST L.UCIE UNTY BOC 57-00-00 37-05-00 19-07-GO J1 J1 0 J3 J c r JS J Rc p o 0 r c1 C C u ¢ ¢ ¢ ¢ ¢ ¢ ¢ a ¢ ¢ ¢ ¢ 3-PLY GRR J1 m m 'm m m MV8 m � vJ 3-PLY 9 M N ❑ 9 M N m J ': Yr '/r r%% : '/r d 'r. y%• A, ' '/, %%% '/r % o p N�•/r% '/, r y '/. ' Y, y '/, •/, •/, ' '/,•/,% V •/, ' ' IV/ '/, '/, '/, y•/,% 0 '/r Y/,•/, of I MV6 2 JC J J 0 9 y y 91'/, '/, % 9 0 0 y y% •/, '/. '/, y y y • y y Yr 93 '/, y% MV4 y r y y• y y y y%%' y% y y y o,r% y %% y y y Js yyy z y% y y yyy yyy ryy yyy y C ILIN AT 10 B y y y Y y y % % y yy A o //'y y y• y /y/ y y y y y y, yY y y y, y y // y y• y y y /// y y y 0 V, y Yr y• q pq MV2 J J '/, '/, '/r '/, % , '/, . '/. '/, ' 0 •/, r/r •/r '/, •/, dLI r y Yr ' A' '/, , •/ •/r k]y y'/, Jy o 9 yyy yy,y%•%yy %y y,yy'yyy yyy,yyyyy yy J •/, 06 •/, , •/r •/, , '/, •/, ' •/, 0 yj '/, y v •/, '/r '/r •/, '/, y ,yy,x Yr yyy yi ,%,yy'yyy yyy,yy'yyy yy p J y,%%'yyy yyy,yy yy% yy c 2-08-00 2-00-00 7-00-00 2-0 0 , y y y y y y y y y y y y y y y c ILL G A ❑ 1 I J5 i-b"J 16-00-00 13-03-11 o 9 J5 7-00-00 J r V4 9 14 J5 J s-oo-oo CE LIN 10' " V6 J5 J 12-05-0 11 L too-oo 8-02-06 00-00 'F '/, , '/, ' o c J5 V12 J M yyy'yy y y y CE ILIN AT 1 10'6" 14 yyy''yyyyyy y' JS L pp VO MV4 J F MV2 o MV6 0 c N JS MV4 MV8 VA J GRL 2-PLY E 3-PLY GRH ao o M ✓4 m CEILIPAP AT❑ 10!4 / / ' / 10, /AfT / e AORAGE AT CEILING AT❑ 14'-4'' AT O RE \:***'%�G o S N M S, ^ o s N 16 o o 9 G > > 0 PESO _ v U W U JS J 0 17 o /L p p 17 o J J3 ^ 6-01-00 2.07-05 6-05-06 2-07-05 8-02-00 J1 J1 M N h h h h h N M 2.04.00 6-01-00 2-04-00 25-11-00 20-04-00 57-00-00 FRAMING PLAN 4' x 8' COX PLYWOOD SHEATHING MIN. 19/31 THICK MAX. SPAN 24• PROVIDE 20x4' BLOCKING 0 ALL PLYWOOD SEAMS, 48' BACK OF GABLE END. NAIL SEAM w/ 10d NAILS 4'o.c. EA. SIDE OF SEAM 2'x8' WOOD FASCIA (SEE PtTTICAL WALL SECTION) NAILED W/ 2-16d NAILS 0 EACH TRUSS ELEVATION VIEW TYPICAL X-BRACING w0 RAf R6 ..I' VALLEY FRAMING DETAIL ll=; m NOTE: ALL wim 2I Rww ARE p sYP. 0 24 80 VIAL RUM TO RDE = SINE RATE M/ 341d MILS M/ SIIW 70 AID n4 OILM RE E EALI RWU MALED 1/ 2 THE SPI E RW ER. 1/16' SPACE AT PANEL ENDS PREFABRICATED WOOD TRUSSES 24' ON CENTER SEE ROOF PLAN LATERAL BRACING SEE DETAIL ON THIS SHEET. 8d NAILS AT 6'o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4'o.c. 0 GABLE ENDS FIRST 48' BACK PLYWOOD NAILING DETAIL SCALE: N.T.S. PROFILE FOR TRUSS INDICATES LOGII N OF FIELD MIXING REQIILED BY TRUSS PROFILE FOR TRUSS MFM®NMiN �Ii-Itl e�� BLOCKING DETAIL NT5 2 x 4 BLOCKING AT PANEL EDGES AS REO'D (2) 16d COM. NAILS EA END APPROVED ENG'D WOOD TRUSSES - SEE TYP. WALL SECTIONS FOR ACTUAL HEEL ,AND OVERHANG CONDITION PROVIDE MOISTURE BARRIER (TYPICAL) HURRICANE STRAP HETA20 CONC. TIE BEAM CONNECTOR SCHEDULE TRUSS I.D. BEARING POINT TRUSS ACTUAL URFF MAX CQUNECTUR QUANTITY CONNECTOR UPLIFT DESIGN ANCHOR TYPE # QUANTITY lAIiSS I.D. 6EAMNG FONT TRUSS ACTUAL UPUFf MAX CxUECiOR QUANTITY CORNECTO2 UPLIFT DESIGN ANOIOR TYPE A QUANIY A WSW I'm HETA20 1 1443 9- 0111 i/Y NAILS PER SHOPS GRH MASONRY 140 I9EU2o 1 an 9-1MX 11/Y mu PER S1RAP5 Al MA9OL0' I'm HETAM 1 1443 9AMx t 1/Y N&S PER SHIMS GRL MASON 1443 HETA20 t 2597 9-IOII 11/! NUS PER SIM A2 MAIN 104 HETAM 1 1443 SAUDI 1 1/Y NUS PER SHIMS GRR MASON 1443 HE = t 30 9-= 11/Y NAILS PER STRAPS A3 MASON 1,274 IFUAM 1 1443 9-IMX 1 Ijr NUS PER SHIMS A MASON 1443 HETA20 1 183 I AOOK 1 1/Y NAILS PER STRAPS A4 MAsm 1,204 HETUO 1 1443 9-10 1 1/Y NUS PER STMPS J3 MAMW 1443 HEIAZD 1 239 9-10m 1 1/Y NAILS PER STRAPS A5 MASON 1,397 HETAM 1 140 9-IMx 1 1/Y NUS PER STRAPS J5 MASHY 140 HETAM 1 3M 9-1MX 1 1/Y NAILS PER STRAPS A6 MASON 1.0 HETA20 1 1443 9-IOOx 1 1/Y NUS PER SHIMS J5C MASONRY 1443 HETA20 1 195 9-100X 1 1/Y NAILS PER SIM A7 MASTERY 1,787 HETA20 1 1443 9-10OR 1 1/Y NUS PER SHIMS JT MASONRY 1443 HETA20 1 231 9-IOII 1 Ilf NUS PER STRAPS AB WISILtY Um HETA20 1 1443 9AOOX 1 1/Y NHS PER SHIMS JA MASONRY 1M3 HETA20 1 310 9-10 1 1/Y NUS PER STRAPS ATA MASONRY 518 HETA2D 1 1443 9-I0Ox 1 1/Y NHS PER SHIAPS JB MASONRY U43 RETA20 1 197 9AOOK 1 1/Y NAILS PER STOPS B MASONRY 1,24 IIUA2D 1 1443 9AOOX 1 1/Y NHS PER SRMS MASON 1M3 WAN 1 284 9-100(1 1/Y NUS PER STRAPS B7 MASONI M9 IIUA2D 1 1443 9-IWX 1 1/Y NHS PER SHIMS JD MASONRY 1443 WAN I 1IL9 9-100)f 1 1/Y NUS PER STRAPS B2 MASON 0 HETA20 1 103 9-IM% 1117 TUNS PER SHIMS 15 MA9mY 140 HETAN 1 392 9-1Wx 1 1/Y NUS PER STRAPS M MASONRY a HEFUO 1 IM3 0-101 1/Y TUNS PER SHIMS 0 MASON 140 W 1 - 9-100K 1 ItT KIS PER STRAPS B4 MASONY 81B WAN 1 1443 9-IWX 1 1/f TUNS PER SHIMS KJ7 MASUIY 1443 W 1 - 9-1OI 1 1/2' NNS PER SHIMS B5 MASON 92S KTA20 1 140 IAMx 1 1/l NNS PER SHIMS KJA MASONRY 140 W 1 - 9-1MX 1 1/P XIS PER SLAPS BB MASON M5 HEFID 1 140 9-101 1/Y TUNS PER SITUPS KJB MASOMIY 140 W 1 9-M 1 1/Y NIS PER STRAPS C MASOIC a] we 1 140 9-=1 1/Y MILS PER SHIMS KJC MASON 140 LU I 9-19M i t TUNS PER STRAPS CI MASON 5W HETA20 1 140 9-IMx 1 1/Y MILS PER SHIMS KJ) MASOMT 140 W 1 9-100K 1 1/l TUNS PER STRAPS D MASONRY N6 HETAM 1 140 9AODX 1 1/Y TUNS PER STRAPS MV2 MASON 140 ROAM 1 40 9-100K 1 1/Y NNS PER SMMS DI MASON 30 HETAM 1 1443 9-I0DX 1 I1Y TUNS PER SIUPS MV4 MASORY 1443 MEMO 1 SIP 1HOCK 1 W MIS PER MAPS E MASON 691 IWA20 1 1443 9-IMx 1117 TUNS PER SHIMS MV6 MASONRY 1443 MEAN 1 183 9.10OX 1 11f TUNS PER MAPS G MASON 597 HETA20 1 1443 9-IMX 1 1/Y TUNS PER SHIMS MVB MASONRY 1443 EILETA2D 1 253 9-10M 1 I1Y NNS PER SHIMS GRA MASON 3m HETA20 1 1 1443 9-IMX 1 1/Y MILS PER SHIMS V4 MASON 1443 4ETA20 1 59 9100I 1 Ilf TUNS PER SHIMS GAB MASON RO9 HETA20 1 1443 9-IMX 1 117 TUNS RR SHIMS VB MASON 1443 NEW 1 W 9-1WX 1 Ilr KARS PER SHIMS GRC MASONRY I'M NUA20 1 1443 9-IMX 1 I1Y TUNS PER SHIMS VI2 MASON 1443 1 HEH2D 1 121 9 OOK 1 I1Y KARS PER STRAPS GRD MASON 411 HETA2O 1 1443 9-IMX 1117 NNS PER MAPS VA MASONRY 1443 HETA20 1 2U 9-in 1 1/Y MALS PER SHIMS GRE MASONRY 9L3 HETA20 1 140 9-IMX 1 1/l XNS F4R SINS VR MASON 140 REAM 1 MIT 9-im 11/Y TUNS PER SHIMS GRG MASON I'm HETA20 1 140 9-IMX 1 1/! TUNS FER SHINS VC WAS= 1M3 REAM 1 2M "a 11/Y TUNS PER SHIMS VD MAMW ... HETA20 1 111 9-10011 1/2" NAILS PER SIM w mS� Z �sm O r a LLI 1�' 00 S W CD Z CD c) 2'. a CDO M �mm N O 11J 03 J E O Z 0 cD ILL xn � N F O LLI c LLI Ia E Z w a U aS w Q d M ULJ 2 U J w 2 12 z O d ii O EWg w F Q' o tsc W a O Q Z O � a J_ w LU 00 0 jo QOz s Frw� R C7 a LL 0 Z 15 z CON O @€ N rr m �nm WLLo 0U�W 11 co W W Wco LLc) P LL w W 0JD ZIl cj ¢ ON l; a Z N TJ2JZ>j ZO my m:�a a W fn d w z U J1p m3° �U0 W O z w co s5 zU(0 LU �Z ¢O pN �m3 WQz �Q LL z�; P W a- z N � O n cZ—D w U U L0 Oa maw z Z .9 w z oJU 3 >S ?� Z S� B zw� O M 2 Imo wJw w w Z=� w wU) mtlw Z Z 4n U Q oO LO U 0 J U N � Q ,r J CN N z o 0 "- w W �Z/ c W Z W rn O w c Z w W rL z c m N W i�0 ITC r� (n � 1./ N Ln _J Z � �` CN W W Z (n SHEET NO oAlllllll9 OF S 334,E TE fONAi 7 1alF500mm wlow. rim - Al CONTRACTOR'S CPRON HOPQ. BARS PROVIDE WRIER BARS SANE CORWOUSSZE & MIYBE! AS BEM OR EXTEND M MIHIN 1-1/2• FOOTING NTH C EATEW TOTAL OF FOWLS FOR ffiWS AREA OR SUER IN UW OF SID BO ACI HOOKS 40 BARS 48 BAR EACH LED SID Or AE HOOKS 3 CORNET BM FOR EACH - 2 CONT HOR2 BARB STD or AE HOOKS NDT TO SCALE / Y ALTERNATE DETAIL O CONT. REINFORCING STEEL AT 90" INTERSECTIONS FOR BEAMS STD AE HIM Y ER 26 ADp110NAL TIES 26 �I TYPICAL COLUMN DETAIL Q BEAM OR SLAB NOT TD BGA T WALL [CMU & HEADER 0 (MAX) 3/15 CONC. SCR. W/ 1-1/4" (MIN) EMBEDMENT (TYP) 0 x 1x4 PT BUCK Q (OR BETTER) OO -. FASTEN PER DETAIL 6"(MAX) FASTENING FOR DOORS UP TO 3080 DOOR FASTIN' DETAIL CONCRETE BLOCK WAL L A-10 SCALE: NOT TO SCALE fX°R" 491i1m AIC A1XI NEO ml(91 P� snnEr IX • 0I FYIFP U Mho P.T. M°°" XIIIX SET" ®/F TAPXOIS ./,-VP wunE Ex®pIE C ix mxxF11. X P411MW WfN A AAXBIQD FATA]N At � SEAh° h XAA rot R"RI°E XaRGXA1 "o EOPIll1Ef •/ FYA/Ylt �16 wilUirwrooF""mm)s � AAw n WINDOW BUCK/ FLASHING @ CIVIL) WA SCALE N.T.S FASTEN. MIN. 1"x4' P.T. BUCK TOP.T. BUCK TO COVER ENTIRE 1/2" DRYWALL JAMB, FASTEN TO CB_S- W% Y4b x2q' MIN_ C.M-U- WALL- TAPCONS SPACED @ 4' MAX. FROM ENDS & 12' O.C. MAX. (TYP. TFIREE SIDES) OPII)NAL FATAPCONS s�ENsr!�. FRAME, I B 5 PER MANUFACTURERS M AMIU DADE NOR INSTALLATION DOOR FRAME FASTEN PER MANUFACTURER'S RECOMMENDATIONS EXTERIOR FINISH RETURNED TO DOOR FRAME AT EXTERIOR EXTE SHE) PROTECTO WRAP DETAIL TAPE O ROOF JACK FOR UP TO 3' PIPE, LARGER SIZES AVAILABLE, 4' " (15) 1 r FLASH] ROOF VENT N I S DOOR BUCK ATTACHMENT SCALE : N.T.S 2 COATS O STUCCO . 0 O 0 0. CAULK 2 ST CONCRETE BEAM R-4.5 INSULATION 1/2" GYPSUM BOARD 1' X 3' P.T. WOOD BUCK W/3/16- TAPCON X 1 1/2' MIN. EMBEDMENT O 8' O.C. (TYP.) ALUM. WINDOW SEE SCHEDULE WINDOW HEADER DETAIL N.T.S. JM. WNDOW SCHEDULE 1" X 4' MARBLE SILL f. WOOD BLOCK CAST IN PLACE CONIC. SILL R-4.5 WALL INSULATION 8- CONCRETE BLOCK WINDOW SILL DETAIL �'° N.T.S. PROTECTO WRAP MEMBRANE 25 GA. STUDS 24' O.C. MAX. PARTITION WALL BUILD PER DET. ON SHT. i 1— OVER G FLANGE ACCOUSTIC CEILING TANKLESS WATER HEATER �oo��Ro FILLED CELL PLAN VIEW #5 RE -BAR, W/42" LON SPLICE WHERE NEEDED W/8" PENETRATION INTO_ DOWEL #5 VERTICAL IN GROUTED CELL [RETROFIT 81fx8" MAS. COL W/1 #5 WALL WHERE INDICATED AT FREE ENDS OF MAS. WALLS LAND UNDER CONIC. BEAN FOOTING C RETROFI A-10 N.T.S. TOP TRACK MIN, 4' CLEARANCE ALL AROUND \" DRYWALL FINISH ON OUTSIDE OF WALL AS. WA L 4 —FKMA El tV 4 :oo�_ C_T ~_ J 8" C.M.U. WALL GARAGE DOOR TRACK ;RETE DRIVE WAY 314" -�, 4" CONC. SLAB SLOPE PE 411 CINI a' 11-611 (2) #5 REBAR CONT. WITH #5 TRANS BARS 36" O.C. GARAGE APRON DETAIL_ CEILING & ROOF STRUCTURE 6"x24" APRON SCALE: 1/2" 20 WOOD STUDS 0 24" O.C. WITH CIMENTUOUS BOARD \" DRYWALL ATTACHED WITH 12 = FROM FLOOR TO CLG LONG DRYWALL SCREWS TO EACH �i ON INSIDE WALLS SIDE. SCREWS ARE 8" O.C. AROUND XD THE PERIMETER AND 12" O.C. ON THE INTERMEDIATE STUDS. FLANGED WINDOW PROTECTO WRAP FANGED WINDOW DETA I TANKLESS WATER HEATER SCALE: 1/4 1'-0" A-i0 NTS FLOOR CLEAN FILL SOIL TREATEMENT PER 2'x4' P.T. WOOD BOTTOM SOLE PLATE, NAILED 12' O.C. W/(P.A.F.) .145 W/[' PENETRATION INTO SLAB BARRIER TYP. INTERIOR NON-BRG WALL DETAIL SCALE: NTS x 7 BOLT W/ NUT bV/8 WAS% (2)-3- CUT NA ALL 24- FRAME WALL TO BLOCK WALL CONNECTION A-10 SCALE : NONE P a� �s z Q"8 ma U .y a ma O n 0 0 ❑ o m� L D Z W Q co mtD ~ Z M a O O M € w Q LU CTXED, .J a W N W ad Eo w o U ePew Q O W M rY Bn Q ILMJ G. d 0r� Q J 2 ~� O W = W 0 3�E 0 E a 0 LL O Z U) o 0 a D w W OD O ❑ s rrw3 $ 2 O LL Z �ZILL If � `W oQ5 w9p N EO dam co Q ILL N d Us w<Q Ww_a co ui O- o Z a Q �r N 0.. Tn - S 0 i- N It g B a m 2 wZ U r qj _j2 QZU1 Z N I �2i LuLL g= az� NcZ0F OO° OaZ LoZ QwLw g'G E s�' g 8 wcoz m0 Ca vg Zao � 8t Z U w o O 119 Z w w13 2 €!_ w LL I-• ZUQ cn c�wa If ¢ aQ Z2Z ❑ U ❑ Q � o O U-) U N J d Lo N 'a J 00 J Mti� rn III C� LL__ Z_ In LL Z ❑ w �. Z Z (D J C� W cm z wW � r 0 m � Z '1 W r� U) r .. V O u J ti O Z N W w 7 0_ L Xr_ U) SHEET NO o A A 0 OF_S XN•,NA'o4 IUIt q/v LPL E ���`�� ZONE 5 +21.8 —26.5 ZONE 5 +21.8 —26.5 ZONE +22.! —28.1 WIND LOAD P SCALE: 1/40 = V-00 ZONE 5 +45.2 —43.3 MRH= 25' BUILDING WIDTH = 54.0' BUILDING LENGTH = 77.34' ROOF SLOPE = 5/12 FLORIDA BUILDING CODE 2017 6TH EDITION 3—SECOND WIND GUST 5 5 J C. ST. LUCIE Ck: I w z a O � a o N ❑ O Z F Q Z W Q m U m zz 0 Q w w Q ❑ U O w Q c� ❑ Z O o a J_ W W m0❑ p0 Frw� oIro LJL LLZ ❑❑ �Z-i CD co m 0 N Lu xx uJLLy Q J ❑ 1]92 wma 2cn w2 0 ZU� 2az Lu W �� Z ¢U Z) Zzm wwF 6jEdm ZdQ zUF LuJU LU W W Ld ZUOC Z a 2Z m ❑ 0 0. w /ww z w z U) w 0 4a ,DICE NTY 0 a 0 0 Ucw CD Z O M W 0 O LL W N W C U W M W a (L o a J — H = J IY W a U O a a h ass m= s$€ a�&W �ppW1111 n m mD� gg� @2= ten$ 43 5m� =aM mom mg� Em orm n �Wffi $mE Lu W _ � Z O }¢ N zO r mOND � It w Z O Z (9 U) JLO LL 0W 3� WO N = CD Q m LL qZ c� Z� N J 0 Q=a U ufi Oa ab mom 3> ¢ z m ❑ 0 2 ¢ rn 2 OO Lr) 0 co N J Lo O Q M ti N J LL Cc Z 0 w Z W Z c Z W r M� •.. T N (Z � (+ W I.L O cli O u) J ~ O N S` L w A-1 1 OF SH iuniu�rI/V N _ 134 OF ��yiSIONAL y*�� fr>"Imililm STRUCTURAL NOTES **GRAVITY LOAD** ROOF - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD FLOOR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD **WIND LOAD** 160 MPH E. UNREINFORCFD CONCRETE MASONRY. MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. F. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEP DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, **CODES** ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AV( FBCR 2017 6TH EDITION SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR BUILDING CODE REQUIREMENTS FOR STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF FOR REINFORCED CONCRETE (ACI-83) MANUAL OF STANDARD PRACTICE FOR 12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM DETAILING REINFORCED STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALL' CONCRETE (ACI 315-83) TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGI AMERICAN CONCRETE INSTITUTE ACTION AGAINST WALLS OR BUILDINGS. PALM BEACH COUNTY NATIONAL CONCRETE MASONRY ASSOCIATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT **MATERIAL** A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTM A501 STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASTM A307, J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. D. LUMBER: ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2 LUMBER WITH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED 19%. ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. F C L C C a F c u a G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUA11ONS ELSEWHERE U.O.N. TYPE DESIGNATION MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES F = FILLED WITH GROUT / U = UNFILLED 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled QUANTITY OF #5 REBAR AT 2. Shore filled lintels as required. lintels must be reduced b 20% if bearing len th is less than 6-1 2". BOTTOM OF LINTEL CAVITY 2. f'c prestressed lintels w 6000 ax psi, q y g / F F - 3. Installation of lintel must comply with the architectural and/or structural drawings. I' used on 8 nominal bearing. 3. f c grout - 3000 psi w/ maximum 3/8" aggregate. P Y / 9 Safe loads for all recessed lintels b i g 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. N.R. = Not Rated. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 3. Safe loads are total superimposed allowable load on the section specified. F 1 6-1 B ,1 T 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L-/360 vertical deflection, except lintels 17'-4" and 4. Safe loads based on grade 40 or grade 60 field rebar. Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. 5. Additional lateral load capacity can Ge obtained by the designer by providing NOMINAL WIDTH -J L OF #5 6. Prestressin strand per ASTM A416 grade 6. Bottom field added rebar tta be located at the bottom of the lintel cavity. addional reinforced masonryabove th QUANTITY e precast lintel. NOMINAL HEIGHT TOP 2/3 low re axation. 7. 7/32" diameter wire stirrup's are welded to the bottom steel for mechanical anchorage. 6. One 7 rebar may be substituted for- REBAR AT 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. # Y two #5 rfrom in 8" lintels only. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. B. For composite lintel heights not shOWn, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. a . - F J ° 00 Q to z to O a� z to 4 7-5/8"ACTUA 8" NOMINAL WIDTH #5 REB4R AT TOP MIN. 1 REQ'D 1-1/2" CLEAR #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST &PRESTRESSEDU-LINTELS `MM4C "" GRAVITY SYMBOL LENGTH TYPE 8U6 8FS-08 I BF12-08 BF16-08 8113-00 OF24-OB I WA-00 OF32-00 5F8-1B BF12-1B 8F18-113 BF20-19 W24-113 8F28-1B BF32-1B L-1 2'-10°(34' PRECAST 2302 3t 66 4473 Bo39 7526 9004 10472 119M 3166 4473 5039 7526 9004 10472 11936 L-2 3'-6" (42' PRECAST 2302 3138 33A 4689 6001 7315 8630 9947 3166 4473 5039 75M 9001 10472 119M L-3 4'-0" (481 PRECAST 2029 2325 2406 3467 4438 5410 6384 73M 2646 4473 6039 7526 9004 10472 11936 L-4 4'-6" (54' PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 8039 76H 9004 10472 2688 L-5 5'-4" (64' PRECAST 1184 1223 1301 18M 2317 28H 3336 3548 1665 2889 5057 6096 5400 6424 7450 L-6 5'-10°(70' PRECAST 972 low 1059 1474 1809 2304 7721 3137 1459 2464 4144 5458 4437 5280 6122 L-7 6'-6' (76' PRECAST 937 1255 2101 3263 2746 3358 3971 4555 1255 2101 3395 5260 7134 8995 6890 L-8 7'-6" (90� PRECAST 767 1029 1675 2385 1994 2439 2885 W33 1029 1575 2610 3838 5596 0513 5047 L-9 9'-4" (112' PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 40M 3127 L-10 16-6'(126' PRECAST 456 482 802 1125 915 1122 i3n 1535 am 1025 1514 2081 2774 3130 2404 L-11 11'-4'(136' PRECAST 445 598 935 1365 1854 2355 1793 2075 r�98 235 1355 1854 2441 3155 4044 L-12 1V-0"(144' PRECAST 414 545 864 1254 1589 2074 1570 1818 555 864 12M 103 2211 2832 3590 L-13 13'-4'(1601 PRECAST 362 427 725 1026 1331 1835 1224 1418 465 748 1076 1438 1655 2343 2920 L-14 14'-0°(1661 PRECAST 338 3a1 e• 919 1190 1462 1087 1260 455 700 IW3 1We 1714 2153 2666 L-15 14'-B'(176' PRESTRESSED N.R. NR NR MR N2 MR MR MR i65 765 1370 2045 2610 3185 3765 L-16 15'-4"(1841 PRESTRESSED N.R. MR MR I MR MR MR 42 0 695 1250 1855 2370 2890 3410 L-17 17'-4"(2081 PRESTRESSED N.R. MR MR MR NN MR MR MR 310 530 95) 1400 18M 2200 2600 L-18 19'-4"(2321 PRESTRESSED N.R. MR MR MR NN MR MR MR 240 400 750 1090 1400 1720 2030 L-19 21'-4'(2561 PRESTRESSED! R MR MR MR MR MR MR NR 183 3W 610 940 1340 1780 z110 L-20 22'-0-(2641 PRESTRESSED N R MR MR MR MR NR MR Nfl 160 3W 570 870 1250 1860 1970 L-21 24'-O'(288' PRESTRESSED N.R. NR MR MR MR MR MR MR 130 24 7470 72A 1030 1350 1810 8" PRECAST & PRESTRESSED U-LINTELS 41..r. UPLIFT RAL SYMBOL LENGTH TYPE BF8-IT 8F12-1T 8F19-1T 8F20-iT SF24-IT 9F28-1T SF32-IT 8U8 8F8 eFan eF12-n BFrB-n 8F20-n BF24-n SFs8-n 8`32-n L-1 2'-10'(34' PRECAST 2727 2878 4101 5332 8589 7811 9055 2021 2021 2n7 27M 3981 5190 SW 76M 8857 L-2 3'-6' (42� PRECAST 2165 220 3260 4237 5219 6204 7192 1257 1257 2155 2215 3185 4125 5081 6061 7036 L-3 4'-0" (481 PRECAST 1878 1989 2832 3t9i0 4532 5W 6245 938 938 1878 1925 2750 3583 4422 5264 6110 L-4 4'-6" (541 PRECAST logo 1762 2507 =7 4010 4767 55z5 727 727 1660 17M 2435 3171 1 3913 4658 5406 L-5 5'-4" (64' PRECAST 139P 14M 2110 7741 3375 4010 460 505 505 1393 1437 2050 2670 3203 3920 4549 L-6 5'-10'(70� PRECAST 357 t930 7505 3084 380 4247 418 418 1315 1875 2441 3010 3583 4157 L-7 6'-6' (78' PRECAST 1200 1733 2250 z7o9 3290 3012 707 887 1182 ism 2192 n03 3216 3732 L-8 7'-6" (90' PRECAST F716- 912 u75 1814 7354 z797 32W 591 657 1029 1465 19W 2351 2797 3245 L-9 9'-4" (112' PRECAST 612 9B0 1259 15M 185Z 2144 r4J4 630 755 1192 15N 1910 2271 2634 L-10 10'-6"(126' PRECAST 498 793 1027 1261 1496 1731 396 493 716 611 ION 1309 1711 2034 23M L-11 11'-4"(136' PRECAST o86* 439 698 1 B99 1104 1309 1515 363 556 ON 535 905 1 1295 1595 1896 2199 L-12 12'-0'(144' PRECAST Bar 400 631 1 816 1001 1186 1372 340 494 831 486 818 1 1209 1514 1799 2005 L -13 13'-4'(160� PRECAST 5W$ 340 532 688 541 997 1153 573 409 682 10% 1367 1637 1897 L-14 14--0"(168") PRECAST 458' 316 493 05 778 922 1065 50 378 an 922 1254 1567 1816 L-15 14'-8 (176' PRESTRESSED 243 205 469 591 724 557 990 N.R. 357 243 352 552 852 1158 1491 1742 L-16 15'-41184")PRESTRESSED 228 278 430 553 677 801 925 228 We 542 791 1072 1381 1676 L-17 17'-41208°)PRESTRESSED 188 236 381 464 587 970 774 x.R. z55 tee 278 449 80 874 1121 1389 L-18 19'-412321 PRESTRESSED 165 207 313 401 480 378 867 N.R. Z04 165 239 383 550 736 W1180 L-19 21'-412564) PRESTRESSED 145 tes 278 356 433 512 590 N.R. nz 142 212 336 477 635 807 9B3 L-20 22'-01264") PRESTRESSED t40 137 t80 205 268 322 343 457 418 807 493 nl 50 947 N.R. 181 L-21 24'-O'(288' PRESTRESSED 127 124 165 188 2" 280 312 408 3B0 538 447 680 sty 833 NA 1a5 "REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY SYMBOL LENGTH TYPE 8RU6 BRFB-0B BRF1 ORF1 BRF1B BRF22-0 8-0B BRF30 BRF6-1B BRF10-1 BRF14-1 SRF18-1 BRF22-1 1111`26-18 SRF30-1 D-1 4'-4' (521 PRECAST 1489 i59i 3W 2982 3954 4029 5904 6880 1527 3412 4982 6472 7947 9416 10978 p-2 4'-6' (54' PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 D-3 5'-8° (681 PRECAST 785 832 1602 1550 205E 2566 3075 3585 1153 2162 4074 6472 6516 5814 8539 D-4 V-10"(70' PRECAST 735 779 15M 1449 1924 2400 2576 3352 1103 2051 3811 6472 6516 5450 6411 D-5 V-8" (801 PRECAST 822 907 1677 2933 1 2576 3223 3872 4572 907 1677 2933 4100 8730 8177 6707 D-6 7'-6" (901 PRECAST 665 761 1 1377 1 2252 1 195E 2451 290 3439 764 1 1377 1232A 3808 502 W24 5132 D-7 9'-8° (116' PRECAST 371 420 634 1zs3 to71 1342 1514 IBM 535 928 1497 1 2179 1 2618 1 3595 2B75 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL SYMBOL LENGTH TYPE BRFB-IT 8RF6-2T 8WI0-1 8RFIO- 8RF14-1T 6RF14 W_8-1 8RF1e ORF22-1 Wn-ZI 81F26-IT BRF26-2T SRF30-11 W30 8RU6 8RF6 D-1 4'-4" (52') PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 Van 3170 4WR 4850 5896 D-2 4'-6" (54') PRECAST 1192 1507 2311 3121 3937 4755 5577 853 853 1192 1455 2240 3038 3837 4843 5463 D-3 5'-8" (68") PRECAST 9240 1172 1795 2423 M55 AN 4&5 501 501 924 1132 1741 2357 2978 3803 4230 D-4 5'-10°(70°) PRECAST 898* 1138 1742 2352 2965 3551 4195 469 469 WB 1099 1890 2288 2891 3497 4108 D-5 W-8' (80") PRECAST na 882 1513 1468 2042 2573 31W 3642 830 710 1100 941 778 956 1967 1810 2508 2280 3035 2753 3583 3zz7 D-6 7'-6" (90') PRECAST see 697 1325 13M 808 1aW BBB 8" 1762 2225 2690 3157 D-7 9'-B" (116') PRECAST 433 1123 1413 1704 t995 516 614 5333 1369 1728 2088 1 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR �0 ps 1p o,= w e v$€ U "m Z Q a1 O p0 9 6ne o § aLU ti 00 N O W C C) 2g O O O J LL a do 5 W N W p- W Q W M X� LU IL J - IL SLO J X Vas LU or a o O IL 0 wEt 3�E Z 0 O tL J m o W QOZ 15 SU- Frw3: OLLZ P Z afi N e€8 NQ m nm WLL0 W Q W (! a� OU)W 11 caLL c� W W �s8. 6 Ll. Cii W -J 0 LLI a Q O N M. Jdo U. O�zj0. Z aaN €�a ri) J> m (D} Z ❑ % NV c7 V c i; W U)a. W 2 WZ Z 0U) O C) JL LL M ; (DUO ZU*- FW JZ 2 ON 0 F. s W}o za 0 co g= 8. 0z 04 W O B ZZO W O L0 Oii aas W W 2 z ME8 0m C LL LL Z 3< a mg Za-o � �6s F W O �n LU U zU� W Z�Z o Na o Q O 0 LO U 00 J UN J v J M ti n .__I X z � (c Z LL EE z 0 Lu Z Z N W UJ z W Z W Z r N W U_ O � 0 r� Uj 4 .. V CD FO J ~ C) z N W W d rz^ V (n SHEET NO ® A-12 s �A C E `s„AL �;OUNTY BOCiCi OF SHE q.p5 TE NA`