Loading...
558 NE 96 St (7)ALLEY 74.89' O WAIER LINL I , 3 — 5 >, ... II EX;ST. SEPTIC � DRAIN tr) M D L [,I1 „ Lt t,, _� ' • e. z , u ',---- :,. a_ Q . s �� w EZ . • V • ^ kV:Ak :` TAG. I• .� O A\ I a v . I ei3iNy1d . 1 ' 1 0 , 10' —r , . +r — ADD S C ANAL `NCII\ - STRUCTUI 167TH STF 33169 (30 = G PROP O. _LDADD DECK 16.33' I -- -_ iv 4 ' , 5 /4 FI, 1 111 L ( 4' PVC PIPE TO SEPTIC TAN<CIJ 10' 17.5' 'D C "' � � ONE STORY CBS 15.18' �. RESIDENCE ' T : 0 c < 1 89.81' 15.51' COVERED PORCH 15.33' DRAWN KERRY CHECKED C.C.M. DATE NOV, 01 0 ) 5' SIDE WALK 74.89' i NORTH EAST 96 STREET 0 (N VI3IUNS $ �l ... II S C ANAL `NCII\ - STRUCTUI 167TH STF 33169 (30 I -- -_ iv 4 ' , 5 /4 7 111 L 12 ITI_N FOR: D & S 96 STREET FL. DRAWN KERRY CHECKED C.C.M. DATE NOV, 01 SCALE SHOWN SHEET A ,. i SCALE: 4 " =1' -0" FLOOD PROGRAM LEGEND I :1.: 1 f, u, I 1 ., I, I ■11 ELEVATION Exws11No PROPOSED LOAEST FLOOR GARAGE ADJACENT GRADE 11.74' N/A 9.90' 11,74' N/A 8.90' SOUri`I-I ELE VATIO\ A La i EXIST / teiA, 110US / 4 E/ / EAST E LE V Art I O\ OTES: SCALE: 4 " =1' -0" 1 ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION(BFE), 2 All AREAS BELOW BFE SHALL BE PROVIDED WITH A MINIMUM OF TWO(2) OPENINGS HAVING A TOTAL OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING yy1LL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE. OPENING WILL BE EQUIPPED VMTH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BOLOW BFE. 3 THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. INTERCEPTORS SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROCHEMENT OVER ADJACENT PROPER WEST ELEVATION LEGAL DESCRIPTION LO1 S 5 AND THE WEST 1/2 OF 4 BLOCK 54 MIAMI SHORES 'SECTION 2,A SUBDIVISION ACCORDING TO THE PLAT THEREOF, AS 'ECORDEID I\ PLAT 300K 10, AT PAGE 37 OF THE PUBLIC RECD A DS OF v IA'v I DADE COUNTY, FLO=RI DA. 70 ZONING: SINGLE FAMILY & DUPLEX HEIGHT ( TO RIDGE OF ROOF ) SETBACKS: FRONT SIDE SIDE REAR SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE PROPERTY. AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. LOT WILL E3E GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. Squt1RE FT G. NEkJ ,4oc z� sF ToytL 5.F NtIJ 'X1 6 . �v \D 30' -0" 10' — 0" 10' -0" 15'-- 0" 15' —O" z (MAR i\ rrz.,s ON Sl'I PLAN SOLE: 1 "= i0' - V' A 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300lbs. APPLIED IN ANY MOVABLE DIRECTICN, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. A iHALT _DWI 1 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY —IN— THE - -KNOB —LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT-- SWINGING DOORS SHALL HAVE NON — REMOVABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN— SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. 8. SINGLE —SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 10. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE — STANDARD 297.1. 12. SINGLE —SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1- - -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. .' .a. ... W ... II L 12 1_1 L LT i._:., 3 I L I N Ill idg — --„__-----,_ ,---_. ..01 DT � di ~ V ����� ( �� 1 L I � - T I � I - - - � ll � � � - I V I l �V I I I I i I � I I v I I I I I I I I rl 1 1 1 1 1 1 I�l 1 1 Ti 1 1 I1 II TI I I I I II I I I I III 11 I ii I Ilrr,,, III/ L AV / / / / / / //// ,/ � / NEW 00 .," _//4 /% rig / g;; / fill SCALE: 4 " =1' -0" FLOOD PROGRAM LEGEND I :1.: 1 f, u, I 1 ., I, I ■11 ELEVATION Exws11No PROPOSED LOAEST FLOOR GARAGE ADJACENT GRADE 11.74' N/A 9.90' 11,74' N/A 8.90' SOUri`I-I ELE VATIO\ A La i EXIST / teiA, 110US / 4 E/ / EAST E LE V Art I O\ OTES: SCALE: 4 " =1' -0" 1 ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION(BFE), 2 All AREAS BELOW BFE SHALL BE PROVIDED WITH A MINIMUM OF TWO(2) OPENINGS HAVING A TOTAL OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING yy1LL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE. OPENING WILL BE EQUIPPED VMTH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BOLOW BFE. 3 THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES. INTERCEPTORS SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCROCHEMENT OVER ADJACENT PROPER WEST ELEVATION LEGAL DESCRIPTION LO1 S 5 AND THE WEST 1/2 OF 4 BLOCK 54 MIAMI SHORES 'SECTION 2,A SUBDIVISION ACCORDING TO THE PLAT THEREOF, AS 'ECORDEID I\ PLAT 300K 10, AT PAGE 37 OF THE PUBLIC RECD A DS OF v IA'v I DADE COUNTY, FLO=RI DA. 70 ZONING: SINGLE FAMILY & DUPLEX HEIGHT ( TO RIDGE OF ROOF ) SETBACKS: FRONT SIDE SIDE REAR SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE PROPERTY. AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. LOT WILL E3E GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. Squt1RE FT G. NEkJ ,4oc z� sF ToytL 5.F NtIJ 'X1 6 . �v \D 30' -0" 10' — 0" 10' -0" 15'-- 0" 15' —O" z (MAR i\ rrz.,s ON Sl'I PLAN SOLE: 1 "= i0' - V' A 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300lbs. APPLIED IN ANY MOVABLE DIRECTICN, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. A iHALT _DWI 1 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS IF KEY —IN— THE - -KNOB —LOCK IS USED, THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT OR INSERTS. 3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THW INACTIVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS,OR BOLT, OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL, OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED AT THE STRIKE & LOCK AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, & SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM THE OUTSIDE. 5. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT, WITH HARDENED BOLTS, OR BOLTS WITH INSERTS ENGAGING AT AT LEAST TWO OPPOSITE POINTS, A MIN. OF 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED & LOCKED BY ELECTRIC POWER 6. HINGES ON EXTERIOR OUT-- SWINGING DOORS SHALL HAVE NON — REMOVABLE PINS. 7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN— SWINGING DOORS SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF INTEGRITY OF LOCKS & LATCHES. 8. SINGLE —SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLID CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZING , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLASS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 297.1. 10. SLIDING GLASS DOORS & WINDOWS SHALL BE INSTALLED & CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION & SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. GLASS & EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE — STANDARD 297.1. 12. SINGLE —SWING EXTERIOR & SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1- - -3/8" THICK SOLID CORE & SHALL BE SECURED WITH A LATCH & SINGLE DEAD BOLT WITH A 1" MIN. THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. OF 1/2" & BOLTS HAVING A 1" MIN. THROW. .' .a. ... W CU- UNIT SCHEDULE CO \D -NSI \G U \IT SCHEDULE UNIT NUMBER Cu -1 UNIT LOCA110N OUTSIDE UNIT WEIGHT (LBS) fa UN1T 3=172 AHD1 — MATCHING - CPU - NTJ 13ER MANUFACTURER YORK MODEL NIAABER H2DH0425068 SENS CaOL,.C CALBTU) TOTAL - C OLIITOCAP TBThT 29,730 W9 AMBTENT -- 35 --- U 1 ``SIT SEER 12 AVAILABLE VOLTKGE 2118/230 -1 -6O u N1 11N R CUiTS - A P 25725 u N IT f AX US SIZE 3730 ----- LTQU1D LINE DIAM. 174" SUCTITON LINE DTAM. 37 31 50O C"A`1 -SBR C 0 0LOTU) CAT. G6OU(BTD) 43;0O0 AHU SIT SCHEDULE AIR HANDLING U \IT SCHEDULE UNIT NUMBER AHU -1 UNIT LOCATION AHU - GARAGE UNIT TYPE VERTICAL ENTERING AIR TEMP.(db /wb) 80/87 MATCHING CONDENSING UNIT cu -1 MANUFACTURER YORK MODEL NUMBER N1VSD14A06A EVAPORATOR -CET 1400 EXTERNAL STATIC PRESS. 0.30 EVAP. FAN MOTOR -HP 1/4 UNITS MIN. SEER 12.00 AVAILABLE VOLTAGE 208/230 -1 -60 TOTAL HEATING CAP. 9.80240V NUMBER OF ELEMENTS 3 3 . 3 K* EA. FILTER TYPE PERMANENT UNIT WEIGHT (LBS) 92 EXH. FAN SCHEDULE YES o1. FAN Na DUCT SMOKE DETECTOR E 1 -1, FIRE DAMPER(S) ET-3 SMOKE DAMPER(S) AREA SERVED BA1H LOCA11OH FIRE RATED ROOF /FLOOR CEILING ASSEMBLY UPPER c.kaiirr Al c C. NN AL EN GI N - STRUCTU 167TH ST1 33169 (3C ao 1/ SMOKE CONTROL STATIC PRESSURE TYRE DRfyE DIRECT MOTOR AMPS 7 0.16 i10 -1 -60 �TC44E ELECTRIC CHARACT MftWACTURER MOM NUMBER LS60 REMARKS B.C.D.F.HJ HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE \/ FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE STOPPING c C. NN AL EN GI N - STRUCTU 167TH ST1 33169 (3C SMOKE CONTROL /REVISIONS 1 c C. NN AL EN GI N - STRUCTU 167TH ST1 33169 (3C 1 7 7 II DITION FOB: S 96 ST FL. DRAWN KERRY CHECKED C.C.M. DATE NDV,1 SCALE SHOWN SHEET A , CONDENSER UNIT. CONC. BASE / 6X6 10/10 FASTEN HOLD DOWN STRAPS TO C.0 AND CONC. SLAB TO WITHSTAND HURRICANE FORCE WIND OF 140 MPH SEE DET. ON SAME SHEET. LOW VELOCITY SUPPLY AIR DUCT ROUND FITIINC- r OPERATOR TO BE )E INSULATION PROVIDE INSULATION GUARD AS REQUIRED YP N.T.S. AIR FLOW INSULATED FLEXIBLE DUCT PERFORATED DIFFUSER PER FMC SEC. 307.2.3 REQUIRES AHU TO BE PROVIDED WITH AN AUXILIARY DRAIN PAN PER FMC SEC. 603.1.3 REQUIRES AHU SETS TO BE PROVIDED CLEARANCE ON ALL SIDES OF AHU FLEXIBLE DUCT CONNECTION DTL. SUPPLY DUCT SUCTION LINE CONDENSATE DRAIN. i s gOlv1" .5W i remit SUCTION L E W/ 1/2" ARMAFLEX INSUL. & VAPOR BARRIER. 11 A.H.0 P -TRAP QIUD LINE CAL A/C I Q TRUSS SPACE. LIQUID LINE - 4 -- W/ INSULATION FINISH CLG. PARTITION POWER & CONT CONNECTORS FILTER WD OR STL CH. SUPPORT VIBRATION INSOLATOR A.H.U. DISC TO _COMPLY W /NEC 110 -16 CONC. SLAB. \ SEAL JOINT W /EPDXY & DUCT TAPE CLOSET G -RAL .V.A.C. \oTIS 1. ALL WORK SHALL CONFORM WITH THE SOUTH FLORIDA BUILDING CODE, DADE COUNTY EDITION AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES, 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. 3, PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 4, PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. 6. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 7. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES AS INDICATED ON DRAWINGS. 8. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION AND COORDINATED WITH ALL OTHER TRADES. 9. A/C CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT FEES. 10. ALL SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 11. CONDITIONED AIR DUCTWORK SHALL BE CLASS "1" FIBER GLASS DUCTBOARD IN ACCORDANCE WITH SMACNA'S FIBROUS DUCT STANDARDS, R -6 IN ATTIC SPACE. 12, PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. 13. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L" HARD OR SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE 95/5, APPLIED WITH SUITABLE FLUX. 14, INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT FOAM PLASTIC OR CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION. 15, PROVIDE AIR CONDITIONING UNITS WITH MATCHING HEAT -COOL THERMOSTATS WITH ON -OFF -AUTO SUB -BASE SWITCH, FURNISHED BY EQUIPMENT MANUFACTURER. 16. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. 17. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB - CONTRACTOR, MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. 18. VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE SHEET METAL PER SMACNA STANDARDS. BA 11 I 6x 0 150 C M CLO 11 [XI S/ BEDROOM CLO 5' -6" LXIS'I BEDROOM 1 W 12X12 175 CFM [XIST DEN 1W 8X12 175 CFM 848" R- 8" k 1W 8X12 175 CFM R =.1Fi h F AN11LY EXIST DINING BED \� 4° EX 1 W 8X12 175 CFM BED )M 6 °F LL\ 1 W 12X12 175 CFM F 31-LL\ EXIST LIVING NEW BATH 8 ") 8" R - 1 W 6X10 150 EXIST MASTER BEDROOM EXTENDED 11. 1 W 8X12 175 CFM BF E\ 1 w 6X10 150 O NLW CLO 10'- 16.. ,x,1,..\ 16 DL I' LBLI EXIST KITCIILN 1 w 8X12 175 CFM EXIST PORCH SL PP Y ,, BAIli 4 F' 10 PROPOSED HVAC PLAN SCALE: " =1' -0" 12" :51, Pi Ll L_ i 1 /2" HILTI SLEEVE ANCHOR, MIN. 2- 1/2 PENETRATION (4 TYP.) CO PLY EXIST GARAGE (2) # 8 TEK SCREWS -`"`` COND UNIT. \SER CONCRETE SLAB. \lT v MASON INDUS 2 "X2 "X3/ TYP EACH COI 16 GA. X 1-1/4 GALV STRAP. 4'X4' X3'DEEP CONC PAD 2.6TON CU 3/4' SUCTION AND 3/8" LIQUID LINES THRU ATTIC SPACE 2' CONDENSATE LINE TO OUTSIDE OF BUDG UNDER SLAB IN 4 UN MIDST BE A MIN. OF 12 OFF EX1ERIOR WALL BEFORE 11JRNING DOWN OU\ II \C TRIES 4" SUPER "W" PAD NER. 1 D - - TAILS *4' y,:.w..,.. LOUVERED VENT W\DOW SCI 1- D�.L- . VARK SIZE TYPE MATERIAL -- WIN PR- �SLf� REV A ��CS. s NEC 2 — NEW J 32 "X24" 8" GLASS BLOCKS 3--- N EW +'W W. PS = '1 PSF CAIN LP 56 "X56" 8" GLASS BLOCKS G SS ALUM. - 1 PSF'l + 42 PSF CY PSF 46 PSF PGT HIGH IMPACT GARAGE DOOR 1 37 "X50" SLIDER [D] 26.5 "X63" 1 FIXED GLASS ALUIM. I 70 PSF 70 PSF PGT HIGH IMPACT C EXIST TO REMAIN (KEVISIONS' BOOR SCH -DULF. STZE: MATERIAL TYPE 1 — NEW 2-- 2'--6" X 6'--8" ALU �I. HIGH I FACT GLASS 2 — NEW 2'--6" X 6' -8" OOD iJV H COR H 1 GF {P A CT — GLASS 3--- N EW 2 ' T 6 t 4-- -EXISTING DOORS TO RE CAIN 5 -NEW 2' -0" X 6' ---0" GLASS SHOWER DOOR 6 —NEW r � E S C. ANAL ENG f\ - STRUCT „( 167TH STF 33169 (30 GARAGE DOOR i _ Iii i i DITIIN FO -: H8XS 96 ST FL. (305) DRAWN KERRY CHECKED C.C.M. DATE NDV ,01 SCALE SHOWN SHEET PARK BOOR SCH -DULF. STZE: MATERIAL TYPE 1 — NEW 2-- 2'--6" X 6'--8" ALU �I. HIGH I FACT GLASS 2 — NEW 2'--6" X 6' -8" OOD iJV H COR H 1 GF {P A CT — GLASS 3--- N EW 2 ' T 6 t 4-- -EXISTING DOORS TO RE CAIN 5 -NEW 2' -0" X 6' ---0" GLASS SHOWER DOOR 6 —NEW 6'- -9 "X8' --0" GARAGE DOOR NLW WALLS '10 BE L KLC`1'LD u) w 0 w '1'11 IDI E XI S'I BEDROOM 1 1 CLO EX1S1` BEDR00M Q 5' -6" 4 4 LXI S'l DLN EXISTING 2- 4 "X6 "PT COL SECURRED TO FTG BLK HOLDOWN SIMPS0N#HD1OA W/ "X6" LOND EXPANSION BOLTS LXIS'1' DINING NEW 2 -4 X6 "PT COL SECU TO FTG BLK HOLDOWN SI4PSON #HD1OA W/ "X6" LOND EXPANSION BOLTS SEE DETAIL EXIST4 -2 "X12 WD.BEAM NEW 3 -2 "x12" PT JOIST BOLTED TOGETHER W/ j "THRU BOLTS X24 "OC t3'-8" LXIS1 LIVING O) 0 SCALE: " =1' -O" NEW 2- 4 "X6"PT •L SECURED TO FTG BLK HOLDOWN SIMPSON #HD1OA W / "X6" LOND EXPANSION BOLTS SEE DETAIL V 16'— X12" SLT BA 1TI 18 "BASE CABNET -6' „ LXIS "l XIAS'1 LR BLDROOM 10 BE LX'I LXIS`I' BA'l'H CONVLR I'LD IN'T'O CLO. 3 [XISI K1 1'CF1EN 12" BAR HEIGHT COUNTER LXIS'I` PORCFI PROPOSED FLOOR PLA B n 24 "BASE CABNEL LXIS I` GARAGE 1 5 VERTICAL IN BLOCK CELL FILLED W/ CONCRETE AS SHOWN. 8 "X12" CONCRETE COLUMN W/ 4 # 5 VERTICAL & # 3 TIES © 12" O.C. MAX. 8 "X8" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL S01 L STATE 6 REPLACE GARAGE DOOR W/ NEW DOOR n V NT ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF. AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED. C] EXISTING STUCC❑ F'INLSIi eM X 3/4' RAISED s4LTH STUCCO FIN• ACCENT BAND TYP. CLtlT, 112 ROUND DRIP. CLIMT, SEALANT AND BACKER ROD. as 4 ALUM. FRAMED WD4DUW u4IT, HEAD EXIST DKi 6' X iI:' CID TIE BN. GYPSUM b❑ARD FD4 D�SULAT ILI4 (TYPJ POURED CONC. BEAM OR PRE- CAST LINTEL ( TYP.) P.T. i' X W17D ILLS AND FIRKI TRIPS :,v16' ❑ X S' LLrCi (MIN> 'TAFCIDr' CUNC SCREWS • 12• ❑c STAGGERED AND L13UNTERSUNK INTO P.T. WA 2'QQX 4' bUCK SET w /. .AD AtiD ! L13YT, SEALAryT AND BAcRER RDD. 2x4 P.T. BUCK W/ 1 APCONCS OR EQUIV. (1) © 4" E.E. & 12" O.C. THRU -OUT (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. FLR. (TYP.) 3/16. O X 5• L1143 (lt4> 'TAPCII}r' CONC SCRL\ ! 1E' ❑C. STAGGERED AND L)J$TERSUNK INT❑ P.T. WAY X 4' BUCK SET WE t NJDD S ! Ct14T SEAL/ - r F.ND BACKER ROD. 6' X 9/4' RAISED SMOOTH STUCCO FDy ACCENT BAND TYP. b' Xa' C ❑NG CAP, EXiST1r4G STUC.t'D FINISH. SILL Gu s 6 ALUM. F \ 1ED WINDOW UT. Ct]h1r, GALA.KiNG ANn BACKER ROD. cLiMr. 41D SET MARBLE SILL. P.T. i' X IYJD F„4ILI AND nJ (G s1•RIPs EXIS1II4G 4' i.i4J WALL WI E 114 X 18' C❑ttC, OOR A P.T i' X 'r/❑DD N4[L.ER AND FURRING Sl12IPS GYPSUM 1 ARD FIN. INSLLA1i0N (TYP) 3/16' ❑ X 5' L❑NG (M11V 'TAPCa'r' The SCRE�,IS ! i2' ❑.C. sTAC. ED ANn Caf4TFR t 4K t11T17 P.T. D. 2' X Y DUCK SET Afl F1 AD 1 AND D S1t L d d' X 3/4' RAISER SMJDTH STUCCO FIN. ACCENT BAND TYP. EXIS�I STUCCO TAC INSTALL 1" X 3" P.T. WOOD BUCK AT WINDOWS INSTALL •" X 4" P.T WOOD BUCK AT DOORS. r4 JAMB V POURED CONC. BEAM OR PRE - , AST LINTEL (TYP. ) x4 P.T_ ,�3UCK W/ TAPCONC OR EQUIV. (1 ) Q 4 „ E.E. & 11 O.C. THRU -OUT (TYP.) i SOLID FILLED C.M.U. OR CONC. COLUMN EA OPENING �TYP. POURED CNC. SILL (TYP.) HNT \OTb: UT SEALANT AND BACKER RDA NEW 8' x b' (H14 CU14C. FILLED BLOCK CELL W/ 1 - MS VERT. GLASS 6 ALUk FRAMED WINDa' UNIT, CU)MT, SEALANT AND BACKER ROD. PROVIDE 1/4' DIAMETER X 1 1/2” LONG TAPCON INTO DOOR AND WINDOW BUCK AND HEAD AT 16" U.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. N EW 8" CONCRETE BLOCK HALLS . # 9 TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK -� HORIZONTAL MASONARY REINFORCMENT METAL STRAP ANCHOR W /SEAT EACH OUTLOOKERS. HUGHES DTC OR APPROVED EQUAL Aig 3" 26 GAGE _ s s s 474.. . METAL DRIP. 1 WOOD FASCIA • SOFFIT 24" ipE ITW /6 CON BRONZE SCREEN VENTS NEW STUCCO FINISH NEW 8 "X12" CONC CAP W/ 2 —# 5 NEW 12"X8"x16 FOUNDATION BLK W/ 1 —# 5 0 4' -0" OC FINISH GRADE. CL\I \OT 12 " WOOD BASE, 2. CONTRACTOR SHALL APPROVE ALL SHOP DRAWINGS PRIOR TO 3MITAL FOR ARCHITECTS /ENGINEERS APPROVAL. 4. ALL EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH FBC 2001. 5. FIXED GLASS & /OR OPERABLE WINDOWS WITHIN 24" OFF FINISH FLOOR SHALL BE SAFETY GLASS. 6 8. REINFORCING STEEL: ASTM A -305, A -615, GR60. 9. CONCRETE SHALL ACHEIVE 3000 P.S.I. IJN 28 DAYS. A z SOIL STATEVE \T 1. ACTOR SHALL VERIFY ALL SITE CONDITIONS, UTILITY LOCATIONS & BUILDING DIMENSIONS & SHALL RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT /ENGINEER PRIOR TO COMMENCING WORK. NEW JOIST CONNECTOR SIMPSON HETA20 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC 2001. 6. ALL SLIDING GLASS DOORS & WINDOWS SHALL BE FABRICATED BY A METRO DADE COUNTY APPROVED SERIES MANUFACTURER. 7. SLAB ON FILL: FILL & BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED BY THE PROCTOR TEST. COMPACTED LAYERS NOT TO EXCEED 10.IF EXISTING SEPTIC TANK HAS TO BE ABBANDONED FOR ANY REASON, IT SHALL BE COMPLETELY PUMPED OUT, HOLES KNOCKED OUT IN THE BOTTOM & FILLED WITH SAND OR OTHER APPROVED. CLAY 11LE TO MATCH EXISTING CLAY TILE ROOF OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES 0 24 OC. PLYWOOD TO BE NAILED ® 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE 11N TAGGED 12" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS AND VALLEY METAL TO BE NAILED ® 4" OC. USE 8d GALV COMMON NAILS FOR THE PLYWOOD SHEETING AND 11/4" GALV, ROOFING NAILS FOR THE EVE DRIP AND VALLEY METAL 2903.2 NEW PRE —FAB WD. TRUSSES 24" 0.C. MAX. 9' BATT. INSULATION. R -30 MIN. 1 "X3" CROSS FURR 16" 0.C. TYPICAL. 1 LAYER 1/2" GYPSUM WALL BOARD. 1 "X3" WD. FIRE STOP. CONT. 8" X 12" CONCRETE TIE BEAM W/ 4) 5 BARS CONT.& # 3 STIRRUPS AT 12 0.C, FOR 4' -0" EACH WAY EA. AT CORNERS AND 48" O.0 ELSEWHERE 1 "X2" P.T. FURR 16" 0.C. 3/4" RIGID INSUL.,R. 1 L A M ER 1/2" GYPSUM WALLBOARD TYPICAL 5/8" PLYWOOD SHEATING \Z 16 "4.O CONCRETE FOOTING W/2 #5 CONT. ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED. LUMBER GRADE. 2903.1 SIZES. (B) (1) ALLOWABLE NOMINAL UNIT STRESSES IN BENDING _ . WI i mi �� —�� -.` ►111 NEW 8" CONCRETE BLOCK WALLS . # 9 TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK HORIZONTAL MASONARY REINFORCMENT ALLOWABLE UNIT STRESSES. (F MAY BE MODIFIED FOR REPETITTVE VALUE WHERE DESIGN IS BY A REGISTERED ENGINEER OR ARCHITECT OR WHERE SUCH MODIFIED VALUES ARE REFLECTED IN THE TABLES OF THE STANDARD IN SECTION 402 OF THE THIS CODE AND WHERE FRAMING MEMBER SUCH AS JOIST, RAFTER ,PLANK AND DECKING ARE SPACED NOT MORE THAN 24" 0.0 ARE LESS THAN 3 IN NUMBER AND ARE JOINED B FLOOR ,ROOF OR OTHER- DISTRIBUTION ELEMENT ADEQUATE TO SUPPORT THE DESIGN LOAD. CO tui N TYPICAL WALL SECT N.T.S. SIZES OF LUMBER, STRUCTURAL GLUED- LAMINATED LUMBER AND PLYWOOD REFERRED TO IN THIS CODE ARE NOMINAL SIZES. 16 "X O" CONCRETE FOOTING W/2 #5 CONT. COMPUTATION TO DETERMINED THE REQUIRED SIZES OF MEMBER SHALL BE BASED ON NET DIMENSIONS (ACTUAL SIZES) (2) LUMBER USED FOR STUDS AND INTERIOR WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 625 PSI NOMINAL FIBER STRESS IN BENDING (H3) STUDS SHALL HAVE AN UNSUPPORTED LENGTH OF NOT MORE THAN 10' -0' EXCEPT AS OTHERWISED DETERMINED BY RATIONAL ANALYSIS. (3) LUMBER USED FOR STUDS IN NON LOAD BEARING WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 225 PSI NOMINAL EXTREME FIBER STRESS IN BENDING )FB) 1 "X2" P,T, FURR C� 16" 0.0. 3/4" RIGID INSUL.,R. 5.0 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL 5/8" PLYW00 LUMBER USED FOR FLOOR AND ROOF SHEATING SHALL BE OF NO LESS STRENGTH THAN NO. 2 SOUTHERN PINE OR STANDARD DOUGLAS FIR , HEM -FIR OR LARCH: EXCEPT THAT WHERE A FINISH FLOOR HAVING A STRENGTH EQUAL TO OR GREATER THAN 1/2" 17 G WOOD STRIP FLOORING IS TO BE APPLIED , THE SUB - FLOORING MAY BE LUMBER HAVING THE STRENGTH AND PHYSICAL CHARACTERISTIC ONE GRADE LESS THAN NO. 2 SOUTHERN PINE OR DOUGLAS FIR, HEM FIR OR LARCH SHEATING NEW 2 "X10" PT FLOOR JOIST ® 16 "0C NEW JOIST CONNECTOR SIMPSON HETA20 0\ A -A (1) LUMBER USED FOR JOIST, RAFTER , TRUSSES COL. BEAMS, AND OTHER STRUCTURAL MEMBER SHALL BE OF A STRESS GRADE NOT LESS THAN 1000 PSI MINIMAL FIBER STRESS IN BENDING (FB) FOR ALLOWABLE SPAN SEE TABLE 29 -A OR THE STANDARD REFERENCE IN SUBSECTION 2901.4 HERELNABOVE FOR THE PARTICULAR SPECIES AND CONDITION OF LOADING. A 4 a 4 e 4 4" WOOD BASE. SCALE: COL FASTEN TO BEAM W/ SIMPSON##PS720 GIRDER WALL CONNECTOR 1 "DIA THRU BOLTS , 1 „ _ 1 , _ 0 4 onnu 1111 i 26 GAGE METAL DRIP. 1"X6" WOOD FASCIA 1"X3" P.T. WD STRIP. NEW 24" IDE SOFFIT W6" CONT. BRONZE SCREEN VENTS NEW STUCCO FINISH NEW 8 "X12" CONC CAP W/ 2 —# 5 NEW 12 "X8 "x16 FOUNDATION BLK W/ 1 —# 5 @' 4' —O" OC FINISH GRADE, NEW HEAVY DUTY GLULAM SADDLIE HANGER EXISTING 4 -2 "X12 "BEAM BOLTED TO NEW 3 -2 "X12" PT BEAM MOUNTED TO NEW 3 -2 "x12" PT W /4" THRU BOLTS SIMPSON EG9 1 JOIST BOLTED TOGETHER W/ i" "THRU BOLTS ©24 "OC r EXIST 16 "X20" FTG. W/2 - #5 BAR CONT. COL FASTEN TO BEAM W/ SIMPSON #PS720 GIRDER WALL CONNECTOR "DIA THRU BOLTS 4 "X6"PT COUS ECU RRED TO FTG BLK HOLDOWN SIMPSON#HD10A W / "X6" LOND EXPANSION BOLTS EXIST 12 "X8 "X16" FTG BLOCK TO REMAIN EXIST 16 "X16" FTG TO REMAIN \EW BEAM CONNECTION 4 SCALE: £ " =1' -0" • a 4 4 6 A- 0 EXIST 16 "X20" FTG. W/2 - #5 BAR CONT. 1 1 W/.2 - #5 BAR CONT. FT F T r FIG. AND FLOOR I RAM1\G PLA 3- 2 "X4 "PT WOOD COL. TO BE RMOVED SCALE: 16 "X20" FTG. NEW 2 "X1 C� 16" OC 1 L_— 14' 1 1 " — i ' - n» 4 , 5/8" PLYWOG) SHEATING SUEF- FLO " FLOOR JOIST. T r EXIST 16 "X20" FTG. 1 W/2 - #5 BAR CONTI EXISTING 2 "X6 "CEILING JOIST OVERLAPPING TO REMAIN EXISTING 4 -2 "X12 "BEAM To REMAIN EXIST 12 "X8 "X16" FTG. BLOCK TO REMAIN EXIST 16 "X16" FTC TO REMAIN DEI D-D E BEAM DEATAIL /REVISIONS 1 1 'v� z 1 1 1 .... I DRAWN KERRY CHECKED C.C.M. NOV, 91 SCALE SHOWN A 4 )l N EW 8" CONCRETE BLOCK HALLS . # 9 TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK -� HORIZONTAL MASONARY REINFORCMENT METAL STRAP ANCHOR W /SEAT EACH OUTLOOKERS. HUGHES DTC OR APPROVED EQUAL Aig 3" 26 GAGE _ s s s 474.. . METAL DRIP. 1 WOOD FASCIA • SOFFIT 24" ipE ITW /6 CON BRONZE SCREEN VENTS NEW STUCCO FINISH NEW 8 "X12" CONC CAP W/ 2 —# 5 NEW 12"X8"x16 FOUNDATION BLK W/ 1 —# 5 0 4' -0" OC FINISH GRADE. CL\I \OT 12 " WOOD BASE, 2. CONTRACTOR SHALL APPROVE ALL SHOP DRAWINGS PRIOR TO 3MITAL FOR ARCHITECTS /ENGINEERS APPROVAL. 4. ALL EXTERIOR DOORS & WINDOWS SHALL COMPLY WITH FBC 2001. 5. FIXED GLASS & /OR OPERABLE WINDOWS WITHIN 24" OFF FINISH FLOOR SHALL BE SAFETY GLASS. 6 8. REINFORCING STEEL: ASTM A -305, A -615, GR60. 9. CONCRETE SHALL ACHEIVE 3000 P.S.I. IJN 28 DAYS. A z SOIL STATEVE \T 1. ACTOR SHALL VERIFY ALL SITE CONDITIONS, UTILITY LOCATIONS & BUILDING DIMENSIONS & SHALL RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT /ENGINEER PRIOR TO COMMENCING WORK. NEW JOIST CONNECTOR SIMPSON HETA20 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC 2001. 6. ALL SLIDING GLASS DOORS & WINDOWS SHALL BE FABRICATED BY A METRO DADE COUNTY APPROVED SERIES MANUFACTURER. 7. SLAB ON FILL: FILL & BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE, AS DETERMINED BY THE PROCTOR TEST. COMPACTED LAYERS NOT TO EXCEED 10.IF EXISTING SEPTIC TANK HAS TO BE ABBANDONED FOR ANY REASON, IT SHALL BE COMPLETELY PUMPED OUT, HOLES KNOCKED OUT IN THE BOTTOM & FILLED WITH SAND OR OTHER APPROVED. CLAY 11LE TO MATCH EXISTING CLAY TILE ROOF OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES 0 24 OC. PLYWOOD TO BE NAILED ® 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE 11N TAGGED 12" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS AND VALLEY METAL TO BE NAILED ® 4" OC. USE 8d GALV COMMON NAILS FOR THE PLYWOOD SHEETING AND 11/4" GALV, ROOFING NAILS FOR THE EVE DRIP AND VALLEY METAL 2903.2 NEW PRE —FAB WD. TRUSSES 24" 0.C. MAX. 9' BATT. INSULATION. R -30 MIN. 1 "X3" CROSS FURR 16" 0.C. TYPICAL. 1 LAYER 1/2" GYPSUM WALL BOARD. 1 "X3" WD. FIRE STOP. CONT. 8" X 12" CONCRETE TIE BEAM W/ 4) 5 BARS CONT.& # 3 STIRRUPS AT 12 0.C, FOR 4' -0" EACH WAY EA. AT CORNERS AND 48" O.0 ELSEWHERE 1 "X2" P.T. FURR 16" 0.C. 3/4" RIGID INSUL.,R. 1 L A M ER 1/2" GYPSUM WALLBOARD TYPICAL 5/8" PLYWOOD SHEATING \Z 16 "4.O CONCRETE FOOTING W/2 #5 CONT. ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCK& SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED. LUMBER GRADE. 2903.1 SIZES. (B) (1) ALLOWABLE NOMINAL UNIT STRESSES IN BENDING _ . WI i mi �� —�� -.` ►111 NEW 8" CONCRETE BLOCK WALLS . # 9 TRUSS TYPE REINF EVERY SECOND COURSE OF BLOCK HORIZONTAL MASONARY REINFORCMENT ALLOWABLE UNIT STRESSES. (F MAY BE MODIFIED FOR REPETITTVE VALUE WHERE DESIGN IS BY A REGISTERED ENGINEER OR ARCHITECT OR WHERE SUCH MODIFIED VALUES ARE REFLECTED IN THE TABLES OF THE STANDARD IN SECTION 402 OF THE THIS CODE AND WHERE FRAMING MEMBER SUCH AS JOIST, RAFTER ,PLANK AND DECKING ARE SPACED NOT MORE THAN 24" 0.0 ARE LESS THAN 3 IN NUMBER AND ARE JOINED B FLOOR ,ROOF OR OTHER- DISTRIBUTION ELEMENT ADEQUATE TO SUPPORT THE DESIGN LOAD. CO tui N TYPICAL WALL SECT N.T.S. SIZES OF LUMBER, STRUCTURAL GLUED- LAMINATED LUMBER AND PLYWOOD REFERRED TO IN THIS CODE ARE NOMINAL SIZES. 16 "X O" CONCRETE FOOTING W/2 #5 CONT. COMPUTATION TO DETERMINED THE REQUIRED SIZES OF MEMBER SHALL BE BASED ON NET DIMENSIONS (ACTUAL SIZES) (2) LUMBER USED FOR STUDS AND INTERIOR WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 625 PSI NOMINAL FIBER STRESS IN BENDING (H3) STUDS SHALL HAVE AN UNSUPPORTED LENGTH OF NOT MORE THAN 10' -0' EXCEPT AS OTHERWISED DETERMINED BY RATIONAL ANALYSIS. (3) LUMBER USED FOR STUDS IN NON LOAD BEARING WALLS SHALL BE OF A STRESS GRADE NOT LESS THAN 225 PSI NOMINAL EXTREME FIBER STRESS IN BENDING )FB) 1 "X2" P,T, FURR C� 16" 0.0. 3/4" RIGID INSUL.,R. 5.0 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL 5/8" PLYW00 LUMBER USED FOR FLOOR AND ROOF SHEATING SHALL BE OF NO LESS STRENGTH THAN NO. 2 SOUTHERN PINE OR STANDARD DOUGLAS FIR , HEM -FIR OR LARCH: EXCEPT THAT WHERE A FINISH FLOOR HAVING A STRENGTH EQUAL TO OR GREATER THAN 1/2" 17 G WOOD STRIP FLOORING IS TO BE APPLIED , THE SUB - FLOORING MAY BE LUMBER HAVING THE STRENGTH AND PHYSICAL CHARACTERISTIC ONE GRADE LESS THAN NO. 2 SOUTHERN PINE OR DOUGLAS FIR, HEM FIR OR LARCH SHEATING NEW 2 "X10" PT FLOOR JOIST ® 16 "0C NEW JOIST CONNECTOR SIMPSON HETA20 0\ A -A (1) LUMBER USED FOR JOIST, RAFTER , TRUSSES COL. BEAMS, AND OTHER STRUCTURAL MEMBER SHALL BE OF A STRESS GRADE NOT LESS THAN 1000 PSI MINIMAL FIBER STRESS IN BENDING (FB) FOR ALLOWABLE SPAN SEE TABLE 29 -A OR THE STANDARD REFERENCE IN SUBSECTION 2901.4 HERELNABOVE FOR THE PARTICULAR SPECIES AND CONDITION OF LOADING. A 4 a 4 e 4 4" WOOD BASE. SCALE: COL FASTEN TO BEAM W/ SIMPSON##PS720 GIRDER WALL CONNECTOR 1 "DIA THRU BOLTS , 1 „ _ 1 , _ 0 4 onnu 1111 i 26 GAGE METAL DRIP. 1"X6" WOOD FASCIA 1"X3" P.T. WD STRIP. NEW 24" IDE SOFFIT W6" CONT. BRONZE SCREEN VENTS NEW STUCCO FINISH NEW 8 "X12" CONC CAP W/ 2 —# 5 NEW 12 "X8 "x16 FOUNDATION BLK W/ 1 —# 5 @' 4' —O" OC FINISH GRADE, NEW HEAVY DUTY GLULAM SADDLIE HANGER EXISTING 4 -2 "X12 "BEAM BOLTED TO NEW 3 -2 "X12" PT BEAM MOUNTED TO NEW 3 -2 "x12" PT W /4" THRU BOLTS SIMPSON EG9 1 JOIST BOLTED TOGETHER W/ i" "THRU BOLTS ©24 "OC r EXIST 16 "X20" FTG. W/2 - #5 BAR CONT. COL FASTEN TO BEAM W/ SIMPSON #PS720 GIRDER WALL CONNECTOR "DIA THRU BOLTS 4 "X6"PT COUS ECU RRED TO FTG BLK HOLDOWN SIMPSON#HD10A W / "X6" LOND EXPANSION BOLTS EXIST 12 "X8 "X16" FTG BLOCK TO REMAIN EXIST 16 "X16" FTG TO REMAIN \EW BEAM CONNECTION 4 SCALE: £ " =1' -0" • a 4 4 6 A- 0 EXIST 16 "X20" FTG. W/2 - #5 BAR CONT. 1 1 W/.2 - #5 BAR CONT. FT F T r FIG. AND FLOOR I RAM1\G PLA 3- 2 "X4 "PT WOOD COL. TO BE RMOVED SCALE: 16 "X20" FTG. NEW 2 "X1 C� 16" OC 1 L_— 14' 1 1 " — i ' - n» 4 , 5/8" PLYWOG) SHEATING SUEF- FLO " FLOOR JOIST. T r EXIST 16 "X20" FTG. 1 W/2 - #5 BAR CONTI EXISTING 2 "X6 "CEILING JOIST OVERLAPPING TO REMAIN EXISTING 4 -2 "X12 "BEAM To REMAIN EXIST 12 "X8 "X16" FTG. BLOCK TO REMAIN EXIST 16 "X16" FTC TO REMAIN DEI D-D E BEAM DEATAIL REVISIONS -s C. )NAL E \GlN - STRUCTUI 167TH STf 33169 (30 I1I ?TI -N POI D & S' 96 ST DRAWN KERRY CHECKED C.C.M. DATE N❑V,01 SCALE SHOWN SHEET A 5 / i NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEATING TYPICAL 1/2" — 1'— 0" TEMPORARY SUPORT BRACE tWER EACH JOIST EXISTING CONVENTIONAL FRAMED CEILING JOIST #8d AILS AT 6" 0,C, TYP. AT I ERMEDIATE SUPPORTS. PARTIAL ROOF SHEATING DIAGRAM STEEL ADJUSTABLE ROOF BRACE /JACK TO BE PLACE UNDER 4 "X4" TEMPORARY BEA JACKS SHALL BE PLACE NOI LES THAN 24" OC. EXIS FRA #8 d NAILS AT 4" 0.C. TYPICAL AT END SUPPORTS. TING vf CON4 EI LI N ENTIONAL G JO ST EXIS11 FRAM NG ONV TIONAL D CIILINI JOIST A SCALE: 1 " =1' -0" EXIS�T(�ING ON\ENTIONAL FRAYED EILING JO ST REMOVE EXISTING CBS WALL AND 11E –BEAM EXISTING CONVENTIONAL FRAMED CEILING JOIST TO REMAIN EXISTING CONVENTIONAL FRAMED CEILING JOIST 4 X4 TEMPORARY SUPORT BF ACE UNDER EACH JOIST. EXIST CEILING FRAM \G PLA\ A A Z - STEEL ADJUSTABLE RCOF BRACE /JACK TO BE PLACE UNDER . 4"X4" TEMPORARY BEAM. JACKS SHALL E E PLACE NOT LESS I HAN 24 ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -S8 & FLORIDA BUILDING CODE 2001) DESIGN CRITERIA TYPE OF STRUCIIJRE : ENCLOSED TYPE OF ROOF : FLAT BLT –UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : "I" EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL. PRESSURE : q = 0.00256 x KzxKtz x Ka x x I psf WHERE Kz =.85, I = 1.00, V = 150MPH; Kd =0.85; Kzt =1.00 q = 0,00256 x 0,85 x 0,85x1,00x(150 ) = 41,62 psf PRESSURE & FORCE COEFF. , GCp & GCpi GCp (COMPONENT AREA – RAFTER) ZONE 1 = –0.80 GCp (OVERHANGS = –2,2 (ASCE 6.7,2.1) GCpi = ±0.18 GCp (COMPONENT AREA – RAFTER) ZONE 11 = –1.40 GCp (OVERHANGS = –2.2 (ASCE 6.7,2.1) FACTORED WIND LOADS: q roof = q(GCp + GCpi) = 41.62(1.40 + 0.18) = 65.76 PSF ZONE II q roof = q(GCp + GCp1) = 41.62(0.80 + 0.18) = 40.79 PSF ZONE I q o'er hang = q(GCp + GCp1) = 41.62(2.20 + 0.18) = 99.06 PSF OVERHANG ACTUAL ROOF DEAD LOAD: ROOF JOIST = 2.0 PSF SHEATHING = 2,0 PSF ROOF FINISH = 3.5 PSF CEIL. FINISH = 2.5 PSF TOTAL D/L = 10 PSF NET UPLIFT LOAD : U roof = q ROOF –DL = 65.76 -10 = 55.76 PSF ZONE II U roof = q ROOF –DL = 40.79 -10 = 30,79 PSF ZONE I U o'erhang = q ROOF –DL = 99.06 -10 = 89.06 PSF OVERHANG q ove = 39.5PSF TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF UPLIFT AND REACTION CALCULATION: UNIT -1 L= 39' -0 "; S =2' -0' U = 39.5X39'X2' = 1540.5# 2 R = 45X39'X2' =1755# 2 EXISTING CONVENTIONAL ROOFING SYSTEM Min D /L =10 PSF UN1T -2 L= 33' -0 "; S =2' -0" U = 39.5X33'X2' = 1303.5# 2 R = 45X33'X2' =1485# 2 EXISTING CONVENTIONAL ROOFING SYSTEM Net Uplift= 26771b Reaction = 3164Ib SIMPSON —HGT -2 8 -10d NAILS 2 - BOLTS DOUG FIR LARCH S0. PINE Net Uplift= 1350Ib Reaction = 15001b SIMPSON—META22 W/14- 10dx12 Nails DOUG —FIR LARCH OR SO. PINE NEW B IRDER 1RUSS 4 "4 SCALE: REMOVE EXISTIN 3 BLOCK 1 ANL) TIE = BEAM REMOVE EXISTING HIP ROOF \ GGNV€ 4-14 A - -R ANC ST—/ \ AND REPLACE MTH ROOF TRUS rES \ / \ / \ / \ / \ / L NEW TRAY CEILIN EXISTING CONVENTIONAL ROOFING SYSTEM EXISTING CONVENTIONAL ROOFING SYSTEM 16' -0" VE ' RAY CEILING NEW ROOF TRUSSES CD 24" OC ROOF FRAMING PLA J z z 2" 0 00 Net Uplift= 26771b Reaction = 31641b SIMPSON —HG T -2 8 -10d NAILS 2 - BOLTS DOUG FIR LARCH S0. PINE EXISTING CONVENTIONAL ROOFING SYSTEM EXIST BEDROOM CLO LXIS1' BEDROOM EXIST DEN EXIST DINING EXIST' LIVING 3" SOIL STACK & 3" VTR EXIST BEM( BA'T'H CONVER'T'ED INTO WIC MASTER )OM 10' 0' DELETE ALL SANITARY LINE GOING TO DEMOLISHED BATHROOM EXIST KITCI EXIST PORCH NTT PLU PROPOSED PLUMBING FLOOR PLA\ SCALE: i " =1' -0" VBING NOTES: EXIST GARAGE 1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE y 1TH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 4. SUBMIT SHOP DRAWING S TO ARCHITECT /ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK, 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLA11ON OF MATERIALS AND EQUIPMENT. 7. COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL. 9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S.F.B.C. 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT 6011-i TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD/HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS. MIN. 125 LB. WOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. LP GAS: (WHERE APPLICABLE) UNDERGROUND PIPE TO GAS METER PROVIDED BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIPE WITH THREADED FITTINGS ABOVEGROUND. 13, iNsuuvrg HANDICAPPED LAVATORY WASTE PIPING WITH 1/2" THICK ELASTOM RIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. 1 oi BA'1 1 - 1 CLO EXIST BEDROOM (: LO EXIS'I BEDROOM r > EXIST DEN EXIST DINING EMS! LIVING EXISTI EXIS'I MASI'LR. BEDROOM r SCALE: 4 " =1' -0" C.OVERLD PORCH • lop • .•. EXIST KI'I'CHEN G FLOOR PLAN 1 EXIST GARAGE ( VIIUN J ES C. NNAL ENGIN - STRUCTUI 167TH STf 33169 (30 r t III iTI =f� F01 & S 96 ST DRAWN KERRY CHECKED C.C.M. DATE NOV 02 SCALE SHOWN SHEET A 6 EXIST BEDROOM CLO LXIS1' BEDROOM EXIST DEN EXIST DINING EXIST' LIVING 3" SOIL STACK & 3" VTR EXIST BEM( BA'T'H CONVER'T'ED INTO WIC MASTER )OM 10' 0' DELETE ALL SANITARY LINE GOING TO DEMOLISHED BATHROOM EXIST KITCI EXIST PORCH NTT PLU PROPOSED PLUMBING FLOOR PLA\ SCALE: i " =1' -0" VBING NOTES: EXIST GARAGE 1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE y 1TH THE SOUTH FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES REQUIRED. 3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 4. SUBMIT SHOP DRAWING S TO ARCHITECT /ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO INSTALLATION. 5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK, 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLA11ON OF MATERIALS AND EQUIPMENT. 7. COORDINATE WORK WITH OTHER TRADES. 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN FIXTURE SCHEDULE, OR EQUAL. 9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER S.F.B.C. 10. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 11. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT 6011-i TYPES OF PIPES. 12. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD/HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS. MIN. 125 LB. WOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. LP GAS: (WHERE APPLICABLE) UNDERGROUND PIPE TO GAS METER PROVIDED BY GAS COMPANY. SCHEDULE 40 GALVANIZED OR BLACK STEEL PIPE WITH THREADED FITTINGS ABOVEGROUND. 13, iNsuuvrg HANDICAPPED LAVATORY WASTE PIPING WITH 1/2" THICK ELASTOM RIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. 1 oi BA'1 1 - 1 CLO EXIST BEDROOM (: LO EXIS'I BEDROOM r > EXIST DEN EXIST DINING EMS! LIVING EXISTI EXIS'I MASI'LR. BEDROOM r SCALE: 4 " =1' -0" C.OVERLD PORCH • lop • .•. EXIST KI'I'CHEN G FLOOR PLAN 1 EXIST GARAGE PLECTHCAL SC IHDbLP CIRCUIT # LOAD W RE COND. BREAK VA REMARKS 1,3 SMALL APPLIANCES #12 1/2" 20 3000 2,4 HOT— WATER — HEATER #10 3/4" 30 4500 5,7 RANGE HOOD #12 1/2" 15 3000 SEE PRODUCT SPECIFICATIONS 6,8 DRYER #10 3/4" 30 5000 9 WASHER #12 1/2" 20 1500 10 REFRIGERATOR #12 1/2" 20 1500 11,13 SMALL APPLIANCE #12 1/2" 20 3000 14 -21 GEN. LIGHTING /RECEPT. #12 1/2" 20 4236 240 SF x 3W /SF 12 BATH — GFI #12 1/2" 20 3000 22,24 EXIST. 3.5 TON STRIP HTR., #8 1 " 50 10000 23,25 EXIST 3.5 —TON CU #8 3/4" 40 3500 26 -29 BEDROOMS ARC FAULT PRO. #12 1/2" 20 3000 ARC FAULT PROTECTED 30 INTERIOR HOT TUB #12 1 /2" 20 3000 31 -32 OVEN #8 1" 30 12000 SEE PRODUCT SPECIFICATIONS GAS RANGE — — — — 33 -34 SPARE #12 1 / 2 " 20 3000 FUTURE DECK HOT TUB 33 - -34 SPARE #12 1 / 2 " 20 3000 FUTURE LAWN LIGHTING LOAD CALC. TOTAL LOAD = 54236 1ST 10000 0 1001 = 10000 REM 44236 0 40% _ 11694 SUB—TOTAL 27694 A/C LOAD 13500 TOTAL 411 °4 41194 /240 = 171.64 ADD NEW LIGHT. /RECEPT. TO EXIST. 200 AMP SERVICE. 3- 3/0 THWN IN 1 -1/2" C 2 PNL 200A V MCB UNDERGROUND SERVICE ---. "� #4 SOLID CU, TO CWP & 2 - -- 5/8" x 10' ORD. RODS ATTACHED TO S1RUCT. STL. IN BLDG. FOUNDATION L — 6' -0" , REVISIONS ■ V I 1 I DRAWN KERRY CHECKED C.C.M. DATE NOV, 02 SCALE SHOWN SHEET A / C. ANAL ENGIN - STRUCTUI 167TH STf 33169 (30 6 7t -OR: ELECTRICAL SCOPE OF WOR 1. CHECK EXISTING ELECTRICAL WIRING /CONNECTIONS , REWIRE AND OR INSTALL N RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. TALL NEW SMOKE DECTECTORS IN BEDROOMS AND HALLWAYS OUTSIDE THE )ROOMS AS SHOWN ON PLANS. 3. BATHROOM RECEPTACLE TO BE ON SEPERATE/ INDIVIDUAL CIRCUIT. SEE ELECTRICAL PANEL SCHEDULE ON SAME SHEET. 4. TALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. { WALL WASH UGHT CHECK FOR CODE COMPLAINCE. 5. TALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON RECESSED FIXTURE VAPOR PROOF PLANS AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. CONTRACTOR TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ELECTRICAL WORK AS SHOWN ON PLANS. TELEPHONE (I) - RECEPTACLE - -MOUNT 12'' A.F.F, UNLESS OTHERWISE NOTED ciRic AL NOTS. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER ALL ELECTRICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY UNDERWRITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. RULES OF THE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. THE DRAWING INDICATES THE EXTENT & GENERAL ARRANGEMENT OF EQUIPMENT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES ALL WIRES #8AWG & SMALLER SHALL BE SOLID COPPER ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING. IT SHALL BE I.M.C. WHERE EXPOSED OR IN CONCRETE. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES 1 TUB DISCONEC'l' GI' I PANEL LANDSCAPE LIGHTING "TIMER L C H EXIST BEDROOM 4 1 ∎' 14 8 N 8 N a I 18 i) i : o T UNDER 0' R COUNTER I,: UGHTING •WITCHES l3.& EXIST KI`1'CHE v ELECTRICAL SYMBOLS VP RECESSED MOUNTED FIXTURE VAPOR PROOF / / GARBAGE DISPOSAL O a p - CEILING FAN ELECTRIC PANEL FLUSH MOUNT SMOKE DETECTOR UGHT SWITCH ' `' EXAUST FAN HIGH VOLTAGE RECEPTACLE NEW \ D: C' XIST 17 T EXIST METER LO BE RELOC I'AE NEW LOCATION UI ` METER a PROPOSED ELECTRICAL PLAN SCALE: " =1' —O" l� RANSI- ER SWl'l'CI-I ELECTRIC PANEL EXIST GARAGE REVISIONS &\ . CHECKED 0 -; DATE NOV, 02 ■ SHOWN SHEET A g DRAWN KERRY CHECKED C.C.M. DATE NOV, 02 SCALE SHOWN SHEET A g POST BEA I I r 1TI�1Tl 1 1 1 I I I 11 I {! 1= fT1= fT1= fT1= TFl -11 I -I 1 f- l 1 I -I I I`=fT I —I 1 1=f 1=1 I I - �.I I I -1 I I -1 I I-1 I I = I 11 t 1 —I 11 = 1 11 = 1 = 1 11 = 1 11 = 1 4 1 I I - -- -- 1 11=111= ; ; a - III =111— III —I l l— III - 111 — I I I . i l 1 111 =111 111 =111 =111 -I11 111 - 11 11 I III — III — II =III— III — III —I• 1 1 I: = 1 I I — I I1 = III - 1 I I I — III. .111=- - = 1 I 1 =11 111 _ — III 111 111 11 111 - 111 •d 1 111 -11 - 1 I I — I l I 111 -111 —: - 111 - - 111 111111 — - 11 - 1 _ 1I 111 =I I I — II I - 111 III. - 111 - 1 I I — I 11 1 11 =1 III 1 I h • : 111 = 111 = 111 = 111 = 111 = 111 - 11I — — 111=111=111=111 =III =111 1 =III — III =III III =III — III1 III =1 11 = 1I1 1I1 = 1I1 = 1I1 = 1I d . =11 =111 =111 =111 =111 =111 =III = 1 I I =111 =111 =111 = 111 = 1 11 =1 11 =1 11 I I I 111 =111 =111 =111 = 111 = 111 = 1 I - - - - i III- 111 -111- 111 —III -111 —i 11- 111- 111- 111— I1i-111 11 I II - I I — III I I _ 11 - 111 111 - 111 111 111--11 - 111 - 111 - 111 - 111 = 111 = 111 -77- 111 = 1 1 11 111 J 1 1I 1 11 1 11 111 11 111 — T l l 1 111I III II 1 11 1 1 11 111 11 1 11 1111111! 11111 f 11 ,, 1 11 I I 111 1I I I l l i t 1 1IIII l 11 1 11 1 11 111 11 11 l 1 1 11 III 1 I I I 1 1 11 111 11 1 1 11 1 11 111 11 l 11 1 11 11 PROPOSED DECK PLA\ V CO\ 4 "X4 "POST 12 "DIA BY 24 "DEEP FTG. \ ECTOR 5 /4 "X6 "DEC<ING PT 2'X6 "LEDGER TO SUPPORT DECK 5 /4 "X6 "PT DECKING 2 "X6 "JOIST SUSPENDED ON OST COL W /SI M PSO\ JOIST HANGER II ITI I I I 11 I I 1 I I - �ml I f I I�'I 1 =1 11 =1 11 =1 11 =1 11 =1 11 =1 11= I- I 1 =III -1I I -1 1 -III -1 x - 11 1 —I I 1_111 I —I -1 1 I —II I — II -1 11 - 111 — I 11 - 1 1 1 1 1 — I II —! 1 —I II — I 11 =1 I E ` 111 - 1 I I —1 1 1 II —I —I 11 - 1 — I I I 1 111 111 111 - 111 - 11 r I I — I , III 111 , - 111 — , I I NTS 2 "X6 "SUSPENDED BEAM BOLTED TO 4 "X4" POST W/2 "X10 "LO \G GAL. THRU 3OLTS W/NUT & WASHER 12 "DIA BY 24 "DEEP FTG. 2 "X6" PT JOIST - 1 IF L r L r L J 2 "X8 "FACIA WHERE VISIBLE J I T L 6'-2" 5'X,' SEP TIC ACCESS t� Ir�i 2 "X6 "LEDGER SECURED TO CONC WALL W/ 4" EXPANSION BOLTS 1- J 4" TC CE DIA 3Y 24 TYY. 2 "X4 "PT HATCH SUPPORT 2 "X6 "© le TO 2 "X6 "E T1E US2 T lll IL "DEE P 1 I � 1 ` r - 4" PT POST / CH FTG. W/ SIMPSON ' # 3P44 r 2 "X6" PT JOIST NTS 23' -6" 10' -11" AREA OF FUTURE POND PERMITED BY OTHERS J 4 "X4" PT POST ANCH TO FTG. W/ SIMPSON CAP # BP44R OCSNP'ED AM I JOIST N /SI H NGE SON 1 J^ _IL J ILL .JL JL .,IL - rr - Tr r ►� - r - Ir r�� 2' 'X6 " 16" OC .SECURED 2 "X6 "3EAM 'h /SIMSON STRONG E #LJS2E JOIS HANGER Y. ED OST STRC NG DECK PLA \ NTS PROPOSI{;D ,�� X� oE�K�N� PT TANK ACCESS DETAIL DR P 12 "C /FTG. X6 "0 1E" OC 2 "X6 "J EAM E #LUSA JO. L A BY TYP J [XIS/ HOUSE 240D EP SE RE W/S , SOP STRO ST F NC LXIST HOUSE PROPOSED DECK AN 2 "X6 "© 16" OC SECURRED SCALE: ,1"= 1' - -0" TO 2 "X6 "BEAM W /SI V SON STRONG TIE fLUS28 JOIST HANGER 24 "DIA X4 "DEEP CONC PRE FAB SLAB 2' "LEDGER SECURED TO CONC WALL W/ " EXPANSION BOLTS 2 "X6 "0 16" OC SECURED TO 2 "X6 "BEAM W /SIMSON STRONG TIE #LUS28 U 0 V / c Q n W Z co L) Ur) Ln LC) R cst sasiart x►wa uc :mar :N+i!ffi91yR ER garranirgra, REVISIONS •� -S C. ANAL ENGIf\ - STRUCTU 167TH STE 33169 (30 1I1 - OR: S DRAWN KERRY CHECKED C.C.M. DATE NOV, 02 SCALE SHOWN SHEET A 8 II>I1 I 1 11 111=111 - f ..1 I �III � 111 I -11 I -1 I f =11 I -1 I f=- 111 =11 I: • r POST BEA V 4 "X4 "POST J CO \NECTOR `l 1 1 1 1 l- III =f TI -I l I �T1 =f Tl i i� Iii - III -i I III - I I -I 11=! I I- III -I 11 =111 1 I I -�= III - III - III - III -I • 9 I I I= Iii =i l 1= 111 =1 l -1 1 =1 - 111 -111 - III - iii -i I I _1T1 --111 =111 =111 =1 I =1 11: r /-2'X8"CLEAT TO SUPPORT DECK 12 "DIA B.Y 24"DEEP FTG. • 5 /4 "X6 "DECKI \G PT 5 /4 "X6 "PT DECKING PROPOSED DECK PLAN NTS 2 "X6 "JOIST SUSPE \DED ON POST COL W /SI V PSON JOIST HA \GER a 1= T1 -1Il =F l- 111= f1 =1Il- = III -I � I- III -I � I- III -1 I I -I 1 = - 111 ! 11 -111 -I 11= 111 -111= =111=111=-11I-1=I - I =I 1 1 =1 I 1 =111 =1 - -111 l 11=111 I 11 = - 111 1 I h - III - III - III - III - III -III -I -1 IJ- 111- 111 =_�11. -- 111 -111- - 111 -111 -I 1 I -111 -1 1 1 -11 - 1 - I '• 11 11= 111 - 111 - 111 -Ill -I I I-� III =111 -1 11=111 =111 =1 4 4 = 1 — III — I 1 II'rfTl"— fTlII I I i I l 111 11I- I _ _ _ _ _ _ • = 1I1 = 1I1 — — 1IIIII = 111 — Ill — III ] • _ E I l I I I II I I l II I -' • I I I- II I - I I IE I I II - I I I I - - - 1- II III - III; = II1=III=1II - III =1II - III - 111= • =II I 11 = 1 I I I - I I I II I - I 11 - 1 I I = I 11 = 1 11 = II I - II I - s • - 111 =1 11 = 1 11 - I I = -1TI • - III =1 I= I =- 4 III III - III - III: • =I 11 =f III - 1 I I I 1 I - III I I 11 =III = l l� 11- - -m -11 = 1 -I I 11 I I --i i i 11 I 111 -111 - 1 • iii- 111 =1 11 =i I I -i11-H I=H Il -i 11 -i11 -111 -I I i-1 11 =1 1 1_= 11 - • III -i 1 l_I i i -I 1 1- 111 =11 l =i I l III -1 I I -I 11=1 I I -I 1 - l I 1 I I III - III I I l I I i I I l - 1 I I I � I I I III - i I I III - i I I -II I 11 _ I ;III 1 11 I I III -1 I I -1 I I -1 11 =1 I I =1 11 =I 11 =1 T 1 =i 11 =11i =1 I I =111 =1 T 1 =1 11 =1 11=1 I f I I 1 =1 I _H 11 =111 =1I 1 =1 I I 1 I =1 I 1 1 I 1 111 11 111 111 111 I III T 1- 111 -111 111- 111- 111- 111- 111- 111- 111 - 111 111 -111 1 1 1 111 - 111 -111- 111 -111- 111 -1 I I -I 1 I i1 11 l „III�III, ,I11m111g111 ,;,111;,111,;,111,;,111,;, III,, ,III,;,IIl ,111111 -, III,;, III,;, III,;, III ,;,111,;,i11,;,III,;,i11,;,Ili, _l ; 111,;,111 - III ,;,111111 ;;;111111111;; I - a PROPOSED DECK PLAN NTS 2 "X8 "FACIA WHERE VISIBLE 2 "X6 "LEDGER CONC WALL BOLTS "® 2 "X� #LU :C S URED SIMS N STR DIST ANG L J -ir AREA OF FUTURE POND PERMITED BY OTHERS 4 "X4" PT POST ANCH TO FTG. W/ SIMPSON CAP # BP44R - 0 2"X6" E #LUSe I41 "X6 " 16 OC SECURED O 2' X6" w /Slly SON STR N E #LJS2E JOIST HANGER oc /S JO SE Mso ST RED STRONG NGER SUSPE \DED BEAU BOLTED / TO 4 "X4" POST W/2 "X10 "LONG GAL. THRU =30LTS W / \UT 86 WASHER 12 "DIA BY 24 "DEEP FTG. 6' -2" 23' -6" EXIST HO USE EXIST MOUSE 24 "DIA X4 "DEEP CONC PRE FAB SLAB 2 "X6 "LEDGER SECURED TO CONC WALL W/ I" EXPANSION BOLTS 2 "X6 "0 16" OC SECURED TO 2 "X6" W /SIMSON STRONG TIE #tUS28 a,INDO�J SCI SIZE . DUL - 2-2'-6" X 6'43' MARK SIZE TYPE - 14TERIAI. WIND FR= .)UR1= REMARKS. POS. 1�1�C� CH IMPACT CLASS ,4 32 "X24" 8" CLA55 F3LOCKS CLASS 61-TOWER + 42 TSF • 6 9'X8' - GARAGE DOOR .___ r ] 56 8" CLASS BLOCKS nI „AAA + 42 PSI= 44 PSF G 3i'X50' SLIDER ALUM. + 42 PSF 46 PSF PCT HIGH IMPACT 26. "X63' FIXED CLASS ALUM. + 10 PSF 10 PSF PCT HIGH IMPACT n EXIST TO REMAIN DRAWN KERRY CHECKED C.C.M. DATE NOV ,01 DOOR SC+4EDULE. MARK SIZE MATERIAL TYPE 1 -NEW 2-2'-6" X 6'43' ALUM. HIGH IMPACT CLASS 2-NEW 2'-6' X 6 WOOD H CORE 3-NEW 2'-8' X 6 -8" ALUM H CH IMPACT CLASS 4- EXISTING DOORS TO REMAIN 5 -NEW 2' -0" X 6I -0" CLASS 61-TOWER DOOR 6 -NEW 6 9'X8' - GARAGE DOOR .___ r ] 1 V EGRESS BATH WALL SYMBOLS EXISTING WALLS TO MAIN NEW WALLS 'I'0 BE RECI'ED EXIST BEDROOM EXISTING 2.4'X6'PT COL SECURRED TO FTG BLK HOLDOUN SIMPSON1H010A UJ / LONE, EXPANSION BOLTS CLO CLO r 5 EXIST BEDROOM EXIST DEN EXIST DINING NEU) 2- 4'Xb'PT COL SECU TO FTG BLK I- IOLDOU.N SIMPSON UJ /i LONE, EXPANSION BOLTS SEE DETAIL EXIST4 2'X12' UJD.BEAM NEIL 3- 25(12' PT JOIST E3OLTED TOGETHER / i'THRU BOLTS .24 NEU 2- 4'X6'PT COL SE D TO FTG BLK HOLDOUAN SIMPSON"HDIOA UJ /4 LONE, EXPANSION BOLTS SEE DETAIL 13' -8" A • 3 1 -0 " 1111 EXIST LIVING SCALE: v " =1' -0" 2 1 l 1 1 1 1 1 1 1 1 1 I � � r I, __Ni,._._ 1 I 12 °X12' SLT TILE NEW EXIST MASTER BEDROOM TO BE EX'I'ENED 1 1 ' - 4 " Z "H 8`13A 3E :ABPET II 10 - et EXIST KITCHEN 12' BAR HEIGHT COUNTER EXIST PORCH 1 MATC EX18TINCs 11WOG2.j STR1 P,FLOQRING s EXIST BATH 6' CONVERTED 0 INTO CLO. PROPOSED FLOOR PLAN 24'BQ,SE CABtET i 1 N1 EXIST GARAGE 1 $ 5 VERTICAL IN BLOCK CELL FILLED W/ CONCRETE A5 SHOWN. S'X8' CONCRETE COLUMN W/2 48 5 VERTICAL 4 3 3 TIES a 12' O.C. MAX. 8 "XS" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL S "X12' CONCRETE COLUMN W/4 5 VERTICAL 4 *3 TIES a 12' O.C. MAX. SOIL STATEMENT ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCKS SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED, REPLACE GARAGE POOR UJ/ NEUJ DOOR EXISTING STUCCO FINISH. V X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP, CWT. 1/2 ROUND DRIP. CWT. SEALANT AND BACKER ROD. IZA5$ L ALUM. FRAMED WINDOW UNIT. EXISTING 9' X 12' CWC, TIE BM. GYPSUM BOARD FM 1NSULATIW (TYP.) P.T, 1' X WOOD WAILERS AND FURRING STRIPS 3/16'0X5'L134G CAM) 'TAPCON' CONE SCREWS 1 12' DC. STAGGERED AND COUNTERSUNK INTO P.T. VD. r x .' DUCK SET V/. LIQUID NAIL HEAD AND SILL, CWT, SEALANT AND BACKER ROD. POURED CONC. BEAM OR PRE- CAST LINTEL (TYP.) 2x4 P.T. BUCK UJ/ X 3 La TAPCONCS OR EQUIV. (1) a 4' E.E. 4 12' O.C. THRU -OUT (TYP.) SOLID FILLED G.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. FLR. (TYP.) 3/16' 0 X S' LONG CAM) 'TAPCON' CONC SCREWS 0 12' 0.0. STAGGERED AND COUNTERSUNK INTO P.T. VA 2' X 4' BUCK SET V/. LIQUID NAIL 0 HEAD AND SILL. CWT, SEALANT AND BACKER ROD. B' x 3/4' RAISE SMOOTH STUCCO FM ACCENT BAND TYP, 6' x e' CONC. CAP. EXISTING STUCCO FINISH. SILL GLASS L ALUM, FRAMED VINDOV UNIT, CONT. CAULKING AND BACKER ROD. CONT. MUD SET MARBLE SILL. P,T, I' X WOOD NILERS AND FLARING STRIPS EXISTING B' CHU WALL WITH B' x 12' CONC. TIE DK l i:. s '1.1. ,.�• • P.T, V x '00D NAILER AND FURRING STRIPS GYPSUM BOARD FIN. INSULATION (TYP, G 3/36' 0x5' LON CHIN.) 'TAPC011'.SW SCTRIYig ESp1.82F -'� W E% +Y IF.� 1(EE�1aDa s SM0/UTHCd N. ACCENT BAND TYP, 01t •f F} 1•1 V$ s; i INSTALL I° X 3' P.T. UJOOD BUCK AT WINDOWS INSTALL 1' X 4' P.T WOOD BUCK AT DOORS. JJAMB POURED CONC. BEAM OR PRE- . CAST. LINTEL-- " 1; `UCK ,11)/ .�.�' x 3/4' L G '� OR E ` 4 12' OC , R U RU-99T ( TY i '. ) i ......... • r • .....- aoLir FILLED COLUMN EA 51 E • "UJ1NDOLLF OPENING (TYP.A POURED CONC. AND HEAD AT 16' O.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. CONT, SEALANT AND BACKER ROA NEW B' x 111' CMIN.)C0NC. FILLED BLOCK CELL V/ 1 - N5 VERT, GLASS i ALUM. FRAMED VINDOV UNIT. CONT, SEALANT AND BACKER R0A U,INDOI.I, / DOOR A7T,4CI-41"ENT \OTE: PROVIDE 1/4' DIAMETER X 1 1/2' LONG TAPCON INTO DOOR AND UJINDOUJ BUG 0 0 MIN. N\ No. immummunumn REVISIONS ;Y ■ .___ r ] 1 V 7 1 11 DRAWN KERRY CHECKED C.C.M. DATE NOV ,01 SCALE SHOWN SHEET A....3 EGRESS BATH WALL SYMBOLS EXISTING WALLS TO MAIN NEW WALLS 'I'0 BE RECI'ED EXIST BEDROOM EXISTING 2.4'X6'PT COL SECURRED TO FTG BLK HOLDOUN SIMPSON1H010A UJ / LONE, EXPANSION BOLTS CLO CLO r 5 EXIST BEDROOM EXIST DEN EXIST DINING NEU) 2- 4'Xb'PT COL SECU TO FTG BLK I- IOLDOU.N SIMPSON UJ /i LONE, EXPANSION BOLTS SEE DETAIL EXIST4 2'X12' UJD.BEAM NEIL 3- 25(12' PT JOIST E3OLTED TOGETHER / i'THRU BOLTS .24 NEU 2- 4'X6'PT COL SE D TO FTG BLK HOLDOUAN SIMPSON"HDIOA UJ /4 LONE, EXPANSION BOLTS SEE DETAIL 13' -8" A • 3 1 -0 " 1111 EXIST LIVING SCALE: v " =1' -0" 2 1 l 1 1 1 1 1 1 1 1 1 I � � r I, __Ni,._._ 1 I 12 °X12' SLT TILE NEW EXIST MASTER BEDROOM TO BE EX'I'ENED 1 1 ' - 4 " Z "H 8`13A 3E :ABPET II 10 - et EXIST KITCHEN 12' BAR HEIGHT COUNTER EXIST PORCH 1 MATC EX18TINCs 11WOG2.j STR1 P,FLOQRING s EXIST BATH 6' CONVERTED 0 INTO CLO. PROPOSED FLOOR PLAN 24'BQ,SE CABtET i 1 N1 EXIST GARAGE 1 $ 5 VERTICAL IN BLOCK CELL FILLED W/ CONCRETE A5 SHOWN. S'X8' CONCRETE COLUMN W/2 48 5 VERTICAL 4 3 3 TIES a 12' O.C. MAX. 8 "XS" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL S "X12' CONCRETE COLUMN W/4 5 VERTICAL 4 *3 TIES a 12' O.C. MAX. SOIL STATEMENT ON SITE OBSERVATION INDICATES A SOIL CONDITION OF UNDISTURBED ROCKS SAND CAPABLE OF SUPPORTING A DESIGN LOAD OF 2000PSF, AFTER GROUND BREAKING, A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED, REPLACE GARAGE POOR UJ/ NEUJ DOOR EXISTING STUCCO FINISH. V X 3/4' RAISED SMOOTH STUCCO FIN. ACCENT BAND TYP, CWT. 1/2 ROUND DRIP. CWT. SEALANT AND BACKER ROD. IZA5$ L ALUM. FRAMED WINDOW UNIT. EXISTING 9' X 12' CWC, TIE BM. GYPSUM BOARD FM 1NSULATIW (TYP.) P.T, 1' X WOOD WAILERS AND FURRING STRIPS 3/16'0X5'L134G CAM) 'TAPCON' CONE SCREWS 1 12' DC. STAGGERED AND COUNTERSUNK INTO P.T. VD. r x .' DUCK SET V/. LIQUID NAIL HEAD AND SILL, CWT, SEALANT AND BACKER ROD. POURED CONC. BEAM OR PRE- CAST LINTEL (TYP.) 2x4 P.T. BUCK UJ/ X 3 La TAPCONCS OR EQUIV. (1) a 4' E.E. 4 12' O.C. THRU -OUT (TYP.) SOLID FILLED G.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. FLR. (TYP.) 3/16' 0 X S' LONG CAM) 'TAPCON' CONC SCREWS 0 12' 0.0. STAGGERED AND COUNTERSUNK INTO P.T. VA 2' X 4' BUCK SET V/. LIQUID NAIL 0 HEAD AND SILL. CWT, SEALANT AND BACKER ROD. B' x 3/4' RAISE SMOOTH STUCCO FM ACCENT BAND TYP, 6' x e' CONC. CAP. EXISTING STUCCO FINISH. SILL GLASS L ALUM, FRAMED VINDOV UNIT, CONT. CAULKING AND BACKER ROD. CONT. MUD SET MARBLE SILL. P,T, I' X WOOD NILERS AND FLARING STRIPS EXISTING B' CHU WALL WITH B' x 12' CONC. TIE DK l i:. s '1.1. ,.�• • P.T, V x '00D NAILER AND FURRING STRIPS GYPSUM BOARD FIN. INSULATION (TYP, G 3/36' 0x5' LON CHIN.) 'TAPC011'.SW SCTRIYig ESp1.82F -'� W E% +Y IF.� 1(EE�1aDa s SM0/UTHCd N. ACCENT BAND TYP, 01t •f F} 1•1 V$ s; i INSTALL I° X 3' P.T. UJOOD BUCK AT WINDOWS INSTALL 1' X 4' P.T WOOD BUCK AT DOORS. JJAMB POURED CONC. BEAM OR PRE- . CAST. LINTEL-- " 1; `UCK ,11)/ .�.�' x 3/4' L G '� OR E ` 4 12' OC , R U RU-99T ( TY i '. ) i ......... • r • .....- aoLir FILLED COLUMN EA 51 E • "UJ1NDOLLF OPENING (TYP.A POURED CONC. AND HEAD AT 16' O.C. TYPICAL AS PER S.F.B.C. LATEST EDITION. CONT, SEALANT AND BACKER ROA NEW B' x 111' CMIN.)C0NC. FILLED BLOCK CELL V/ 1 - N5 VERT, GLASS i ALUM. FRAMED VINDOV UNIT. CONT, SEALANT AND BACKER R0A U,INDOI.I, / DOOR A7T,4CI-41"ENT \OTE: PROVIDE 1/4' DIAMETER X 1 1/2' LONG TAPCON INTO DOOR AND UJINDOUJ BUG 0 0 MIN. N\ No. immummunumn ELECTRICAL SCHFDULE CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS i I'I i l SMALL APPLIANCES #12 1/2" 20 L15O0 O 1 HOT- WATER- HEATER #10 3/4" 30 4500 A RANGE HOOD #12 1/2" 15 1 5oo 'A2q DRYER #10 3/4" 30 5000 (p WASHER #12 1/2" 20 1500 9 REFRIGERATOR #12 1/2" 20 1500 12 SMALL APPLIANCE #12 1/2" 20 11;0O 3,jlv GEN. LIGHTING /RECEPT. #12 1/2" 20 4236 240 SF x 3W /SF 1 i 5 BATH -GFI #12 1/2" 20 3000 1-1 I� I EXIST. 3.5 TON STRIP HTR., #8 1" 50 10000 p� l D LO EXIST 3.5 -TON CU #8 3/4" 40 3500 LLI'Z6a BEDROOMS ARC FAULT PRO. #12 1/2" 20 3000 ARC FAULT PROTECTED 21 INTERIOR HOT TUB #12 1/2" 20 3000 3 `1 14o OVEN #8 1" 30 12000 SEE PRODUCT SPECIFICATIONS GAS RANGE - - - - 30,31 SPARE #12 1/2" 20 3000 36 SPARE #12 1/2" 20 1 LOAD CALC. TOTAL LOAD = (PL,23b 1ST 10000 © 100% = 10000 REM SU ® 40% = 2. SUB -TOTAL 3z4' 4 A/C LOAD 13500 TOTAL 4511e1 �I �S� /240 = Igl ADD NEW LIGHT. /RECEPT. TO EXIST. 200 AMP SERVICE _ - 2/0 THWN IN 2" C TOCA mCB CU. RODS IN BLDG. 200A PNL 2- 1/2" x 10' STRUCT. TO CWP & FOUNDATION UNDERGROUND #1 STL. _i___ _J__ w I , 6' -O" l REVISIONS 1 Na) H z I1 DRAWN KERRY CHECKED C.C.M. DATE NOV, 02 SCALE SHOWN SHEET A / IS C. ANAL ENGIN - STRUCTUI 167TH STf 33169 (30 1 "OR: S ELECTRICAL SCOPE OF WORK: 1 CHECK EXISTING ELECTRICAL WIRING /CONNECTIONS , REWIRE AND OR INSTALL NEW RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. INSTALL NEW SMOKE DECTECTORS IN BEDROOMS AND HALLWAYS OUTSIDE THE BEDROOMS AS SHOWN ON PLANS. 3. BATHROOM RECEPTACLE TO BE ON SEPERATE/ INDIVIDUAL CIRCUIT. SEE ELECTRICAL PANEL SCHEDULE ON SAME SHEET. 4. iNsTALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. CHECK 2 CODE COMPLAINCE. 5. INSTALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON PLANS D THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. )R TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ICAL WORK AS SHOWN ON PLANS. VCAL \OTES. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER ALL ICAL MATERIALS & EQUIPMENT SHALL BE APPROVED BY BITERS LABORATORIES & SHALL BEAR THE U.L. LABEL. RULES OF HE LOCAL UTILITY COMPANIES SHALL BE COMPLIED WITH. DRAWING THE INDICATES THE EXTENT & GENERAL ARRANGEMENT OF NT & WIRING SYSTEMS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES ALL WIRES #8AWG & SMALLER SHALL BE SOLID COPPER ALL WIRES #6AWG & LARGER SHALL BE STRANDED COPPER. ALL CONDUIT SHALL BE E.M.T. WHERE CONSEALED IN WALLS OR CEILING. IT SHALL BE I.M.C. WHERE EXPOSED OR IN CONCRETE. CONTRACTOR IS TO VERIFY THAT THE EXISTING ELECTRICAL PANEL & ELECTRICAL FEED ARE ADAQUATE TO RECEIVE NEW ELECTRICAL DEMAND LOAD PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MODIFY EXISTING ELECTRICAL PANEL & ELECTRICAL FEED AS REQUIRED TO RECEIVE NEW ELECTRICAL DEMAND LOAD. ALL EXTERIOR, BATHROOM & GARAGE RECEPTICLES & EXTERIOR LIGHTS WITHIN 16' OF POOL & LESS THAN 12' IN HEIGHT SHALL BE ON GROUND PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES FIOT TUB DISCONECT GFI PANEL LANDSCAPE LIGHTING TIMER M M is 0' EXAUST FAN EXIST BEDROOM LEGEND: ELECTRICAL SYMBOLS RECESSED MOUNTED FIXTURE VAPOR PROOF WALL WASH UGHT RECESSED FIXTURE VAPOR PROOF TELEPHONE — RECEPTACLE —MOUNT 12" A.F,F, UNLESS OTHERWISE NOTED GARBAGE DISPOSAL —CEILING FAN rar ELECTRIC PANEL FLUSH MOUNT SMOKE DETECTOR LIGHT SWITCH HIGH VOLTAGE RECEPTACLE NEW EXIST DEN ST EXIST DINING c�5 EXIST LIVING TO OUTSIDE WALL EXIST PORCH PROPOSED ELECTRICAL PLAN SCALE: " =1' —O" EXIST METER TO BE RELOCI'AE NEW LOCATION OF METER TRANSFER SWITCH ELECTRIC PANEL EXIST GARAGE REVISIONS 6 "x16 "x6" ftg. block on coc. foudation i l . isc, >NAL ENGIf\ - STRUCTUI 167TH STf 33169 (30 1 , ,4-- 1 8' � l r 4 I W J - OR: D S DRAWN KERRY CHECKED C.C.M. DATE NOV, 02 SCALE SHOWN SHEET A 9 i "x" 6 "x16 "x6" ftg. block on coc. foudation i l . : I J I 4 ecate: /4" Extet.12 "x16 "x8" ftg. Hock on 16'x20" cone. foundation. "A" New 2'x6" pt Sill plate, 6 " cap w /2 #5rebar& 6 "x16 "x &" ftg. block, on 16 "x16" cone. foundation w/ 2 #5 mbar tied to exfeting Seaton 13E3 t Exist. 2'x10" floor Pole typ. e 0 • O Tr • EXISTING 2 "X8" // ,JOIST (TYP) O 0 e NEW STEEL COL BOLTED TO 3 -2 "X12" BEAM W/ 4 -1 "X6" THRU BOLTS. ' 13 NEW 4" STEEL COL. SECURED TO FTG. W/4 -2" EXPANSION BOLTS. F � .J Exfet. 2 "x6" pt sill > NEW 8" CONC PLATE ON 8 "X16 "X8" FTG. BLOCK ON 16 "X16" FTG. SCALE: 4 " -1' 0" F:L ooi: FRA vE - rnIL • Section 1313 EXISTING 4 -2 "X12" MOUNTED TO NEW 3 - -2 "X12" JOIST W/ MANUFACTURED S1 EE` HANGER BOLTED W /i" THRU BOLTS 24 "OC • EXISTING DOUBLE 2 "X10" FLOOR JOIST EXISTING 8" CONC CAP ON 8 "X16 "X8" FTG. BLOCK ON 16 "X16" FTG. r 4 . — 4 • • NEW STEEL COL BOLTED TO 3 -2 "X12" BEAM W/ 4 -4 "X6" THRU BOLTS. NEW 4" STEEL COL. SECURED TO FTG. W/4 -4" EXPANSION BOLTS. 5 ' -10 NEW 8 CONC CAP ON 8 "X16 "X8" FTG. BLOCK ON 16 "X16" FTG. SEW BEAM CONNECTION DETAIL B - B rI E 3.00" 19.60" nanga =3 a min: Stirrup = Ga mfn. 0 EXISTING DOUBLE 2"X1 0" FLOOR JOIST 0 PrRM NAN�E�i 'l�TA�L M-I N) EXISTING 8" CONC PLATE ON 8 "X16 "X8" FTG. BLOCK ON 16 "X16" FTG. • • • • • • • • • • • • .• 4,00 . F4 N1: HNG[ M -I EC -2--° _lsT°; APPROVED ZONING STRUCTURAL EL ECTR!CAL PLUM3ING MECHANICAL 3 LDG. =4 art rY DATE 9 °6 2 2 SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. k ° i t urtire..-vo=sert.4 ; e 4 1 - ""^ ' 2t 4 • /.// 7c ,O6 —7 t// 7 /573 fr /b7 miem/ f?' res 3 of - c'e/ 4,c,0 v67- iti/ 5 s//0/ ai9a9/v9 thte/ ,vi) /74 -DtA/ CA/ ?2 JOHN A. ILTER, RE. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #3005 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 014 Ma FO YWALL CONSTRUCTION WITHOUT STRIP LNG, CONTRACTOR TO PROVIDE 2 X4 CONTINUOUS LATERAL BRACING ALONG TOP OF BOT TOM CHORD AT PANEL'_ POINTS, BUT NOT TO EXCEED 10.0 O.C. ALL DIMENSIONS OVE RHANGS H, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN ;SES claims or back charges 41\0 0 -*3 . r TRUSS CORPORATION 9500 N.W. 79 AVE., HIALEAH GARDENS, FLORIDA 33016 1 0 0, 1 to r4 r4 P:4 IM/3701L1 r s:46 : „T i 3 NS i 1 QRAW LNG N� k ° i t urtire..-vo=sert.4 ; e 4 1 - ""^ ' 2t 4 • /.// 7c ,O6 —7 t// 7 /573 fr /b7 miem/ f?' res 3 of - c'e/ 4,c,0 v67- iti/ 5 s//0/ ai9a9/v9 thte/ ,vi) /74 -DtA/ CA/ ?2 JOHN A. ILTER, RE. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #3005 3320 PADDOCK ROAD, WESTON, FL 33331 NOV 014 Ma REVISIONS ■ ■ Y -1 , W — U Z T 2 1 Oa_ In 5 c. W DRAWN KERRY CHECKED C.C.M. DATE NOV,01 SCALE SHOWN SHEET A 5 t \ / , rc >, #- 14/ -\ ; ITION F01 S 36 ST NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEAI1NG TYPICAL SCALE: 1/2" = 1'— 0" TEMPORARY SUPORT BRACE UNDER I JOIST. EXISTING CONVENTIONAL FRAMED CEILING JOIST #8d AILS AT 6" 0,C, TYP. AT I 1 1 PARTIAL GOOF SHEATING DIAGRAM STEEL ADJUSTABLE ROOF BRACE /JACK TO BE PLACE UNDER 4 "X4" TEMPORARY ALL Bt PLACE NO LESS 24" OC. ERMEDIATE SUPPORTS. #8 d NAILS AT 4" 0.C. TYPICAL T END SUPPORTS. EXISTING CONVENTIONAL FRAMED CEILING JO ST A EXIST NG CONV4N110 NAL FRAMED CEILING' JOIST 11111111111111111111111 REMOVE EXISTING CBS WALL AND TIE —BEAM EXISTING CONVENTIONAL FRA vM ) CEIL G JOIST TO REMAIN 4 "X4" TEMPORARY SUPORT BF .-UNDER EACH JOIST. EXISTING CONVENTIONAL FRAMED CEILING JO. ST A EXISTING CONVENTIONAL FRAMED CEILING JOIST ACE STEEL ADJUSTABLE ROOF BRACE /JACK TO BE PLACE UNDER 4 "�4" TEMPORARY BEAM. JACKS SHALL EE PLACE NOT LESS INAN - 24" OC. { XI SrF CEILING FRAMING PLAN 1 SOALE: " =1' —O" ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -98 & FLORIDA BUILDING 600E 2001) DESIGN CRITERIA : TYPE OF STRUCTURE : ENCLOSED TYPE OF ROOF : FLAT BLT —UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : T EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL PRESSURE : q= 0.00256 x KzxKtz x Ke x x I psf WHERE Kz =.85, I = 1.00, V = 150MPH; Kd =0.85; Kzt =1.00 q = 0.00256 x 0.85 x 0,85x1,00x(150 ) = 41,62 psi PRESSURE & FORCE COEFF. , GCp & GCp1 GCp (COMPONENT AREA — RAFTER) ZONE 1 = —0.80 GCp (OVERHANGS = —2,2 (ASCE 8.7.2.1) GCp1 = 10.18 GCp (COMPONENT AREA— RAFTER) ZONE II = —1.40 GCp (OVERHANGS = —2.2 (ASCE 6.7.2.1) FACTORED WIND LOADS: q roof = q(GCp + GCp1) = 41.82(1.40 + 0.18) = 65.78 PSF Zi;■E 11 q roof = q(GCp + GCpI) = 41.62(0.80 + 0.18) = 40.79 PSF ;:ONE I q o'er hang = q(GCp + GCp1) = 41.62(2.20 + 0.18) = 99.06 PSF OVERHANG ACTUAL ROOF DEAD LOAD: ROOF JOIST = 2.0 PSF SHEATHING = 2.0 PSF ROOF FINISH = 3.5 PSF CEIL. FINISH = 2.5 PSF TOTAL D/L = 10 PSF Min D/L =10 PSF NET UPLIFT LOAD : U roof = q ROOF —DL = 65.78 -10 = 55.78 PSF ZONE II U roof = q ROOF —DL = 40.79 -10 = 30,79 PSF ZONE I U o'erhang = q ROOF —DL = 99.08 -10 = 89.06 PSF OVERMAN!: q ave =39.5PSF TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 36 + 10 = 46PEF UPLIFT AND REACTION CALCULATION: UNIT -1 L =39' -0 "; S =2' -0" U = 39.5X389'X2' = 1500.# 2 R = 45X40'X2' =840 MIN# 2 EXISTING CONVENTIONAL ROOFING SYSTEM J 16'-0" REMOVE EXISTIN WALL AND T1E= \ REMOVE EXISTI \ AND REPLACE EW TR kY CE'L Q SSES 0 OC BLOCK EXISTING CoNVEN11oNAL ROOFING SYSTEM Net Uplift= 1500Ib SIMPSON —MTA20 DOUG FIR LARCH Net Uplift= 1500Ib SIMPSON — MTA20 DOUG FIR LARCH 24" L NEW TRAY CEIUN EXISTING CONVENTIONAL ROOFING SYSTEM EXISTING CONVENTIONAL ROOFING SYSTEM J 0 HIP ROO�j,. TN ROOF 71JS,SES ROOF FRAMING PLAN SCALE: 4 " =1' -0" J J Net Uplift= 1500Ib SIMPSON —MTA20 DOUG FIR LARCH EXISTING CONVENTIONAL ROOFING SYSTEM REVISIONS sc. ANAL ENGIN - STRUCTUI 167TH STE 33169 (30 i L t I■1 OR: S DRAWN KERRY CHECKED C.C.M. DATE MAY 12,2005 SCALE SHOWN SHEET A 8 .I 11, 11 M r ; ; i I: 2 "X6" PT JOIST 7 J r L r L_ POST BEA J r L 4 "X4 "POST f • V CONNECTOR 11 I= 1II I 1 III II III I I 1 1 I i - I 1 I =111 - 1 l 1 - T f� ITS • :I 11 111 l =H 1 111111 II I M = 111 = I 111 I II: ! `" Tl I = 111 = 1 I -111• 1,1 =111 11 =1 I = 1111 11 =111 111=111 1 :1 1 1 x11 Imo;I I I ,•I 1 I, ,.T I1r111; I, ,I I I-n•111 - 41 I-n PROPOSED DECK PLAN NTS 2 "X6 "@ 16" OC SECURRED TO 2 "X6 "BEAM W /SIN SON STRONG TIE #LUS28 JOIST HANGER 2 "X4 "PT HATCH SUPPORT r 5/4 "X6 "DECKING PT 2 "X6" PT JOIST 5 /4 "X6 "PT DECKING ' 1 1 �I 1 I� iTml I I nl I-Iml m4 1-- TI1 -1II— 1 II -11I- 111= 111=1r II1= 1l1= 1I1 =1II —II1 =1 1 9 —III III 1 -I 11 =IIl -! t I -I 11 -1 i I III- - • ill=-111 411 = 111 - 111 =111 - 111 =111 =1 4 —I 11 I 1-tl —I 1 I— III —I I — III —I1 H=I 1 1 • —111!1 Tf T1 11 i fifiE 11 =1 I I =I I 1-=:" 111 =I 11=1 1171 -i T fE TI -f11 -1 11- 11(— l =1 I 1-1M-11.1-111=111=1 I I 1 1 =111 11111111T_I= 111 -11( =11 tT I I ETV :I I II ; ,_m. I r l i 1 I l ; -� t i I Im_ , 111 i r _ ; _ T T T SEPTIC TANK ACCESS DETAIL NTS 2 "X6 "JOIST PENDED ON OST ► W /SIMPSON JOIST HANGER 2 "X6 "SUSPENDED BEAU) BOLTED TO 4 "X4" POST W/ "X10 "LONG GAL. THRU BOLTS W /NUT & WASHER 12 "DIA BY 24 "DEEP FTG. PROPOSED DECK PLAN 2 "x8" PT BEAM SECURED TO 4 "x4" PT POST w/ 1/2" GALV. BOLT, WASHER & NUT 1W SCALE: 1/4" = 1' 111 M 113113 13nn II !€111 310 1 1 4 : :1 1 :1 1 4 : 1 7:1 1: 1 4 =n =1 11 1m 81. 13 1 3U 11. 31 11 1311 311 3 113 MOO I g u IMOIM I l iI1 l 3113113131_11_7 Im31n31;3im3im31131 3111311 Iis1 i $71313 11 1 =n3 3311 11 Mill 1311 §Im31 3 III 3 ne1 1 n 31 13C13 = AI3m31n E11 =1nfi1 1113 I Cn 1311 I_tO 3 VI 4 "X4" PT POST ANCHORED TO 1 2" DA. X 24" DEEP FTG, W/ SIMPSON POST BASE #ABU44 TYP. FOOTING DETAIL SCALE: 1 /2 "= T' 5/4" X 6" COMPOSITE DECKING SECURED TO 2 "x6" PT JOIST co cp 0 a w N Property Line • • 2 "x6" LEDGER SECURED TO CONC. WALL w/ 1/2" EXPANSION BOLTS W � g J I uJ F 0 z U1- N I/) N O z xa iast typ, OQ 1111 ; 2 l 2 L _ N 3 PRO ■ 26-0 ' AREA FOR PORTABLE SPA 7' -9 11 O 0 \\-t) 4 0v 1 ; 44'