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Dadeland Boulevard Suite 620 Miami, Florida 33156 (305)670-0477 MIGUEL COLLADO P.E. P. E. 0038582 2820 S.W. 37 Court Miami, Florida 33134 (305)448-4099 Date: 6.16.92 Drawn by: Checked by: . Revisions: Conun. No 92.001 Sheet A-1 of 2 MASUCCI RESIDENCE RENOVATION ' ! 1 Z. i i — V' " i • F - /77.7„ FOUNDATION / FL. F I/4" = V-0" , 2./.:•7 RAMING PLAN NORTH — 1 1■1 1 - re , Vicrc..r.p-4 e--t 1 N-1 \ 2:<. . ■151.--J e (1 f r-e /7 , S‘i<1 ff • , Jir- 4 t • 7 ;91 a›< I -;;<! " V 1/4. ic.7 :5 or:t2r>" 125' SITE PLAN /16" EGAL DESCRIPTION ,..OT 13, BLOCK 3 BAY LURE MIAMI SHORE, FLORIDA 75' EXISTING ONE STORY RESIDENCE /77 -1 7 N. E. 92 nd STREET 125' NORTH ARCHITECT EDUARDO CASTINEIRA AR 0014049 9400 S. Dadeland Boulevard Suite 620 Miami, Florida 33156 (305)670-0477 MIGUEL COLLADO P.E. P. E. 0038582 2820 S.W. 37 Court Miami, Florida 33134 (305)448-4099 Date: 6.16.92 Drawn by: Checked by: . Revisions: Conun. No 92.001 Sheet A-1 of 2 MASUCCI RESIDENCE RENOVATION -re? t;A i r D 1 1/2 = I 0 .. xt -A I W -di z 3T D-I D -3 FULL SCALE max; Wit' klc=b0 - *n t t%x!t�l 6 - N D -2 :X! z5 .:7 k ' (q i ! 11 t_>7_ MAY r ) \\\ • ff tiJ J o!s; s GENE P,AJI = STRUCTURAL NOTES: 1. STRUC UItAL STEEL: SHA ACC WOOD )EMBERS: L CONFORM TO ASTM A -36, DETAILED, FABRICATED AND ERECTED IN $DANCE AISC SPECIFICATIONS, LATEST EDITION. ALL T.UCTURAL WOOD COMPONENTS AND MEMBERS TO BE FULLY SAWN, WITH A MINI V4 ALLOWABLE BENDING STRESS OF FB = 1000 PSI (U.O.N. IN PLAN Y. ALL BOLTED CONNECTIONS TO BE COMPLETED WITH A307 GALVANIZED STS BOLTS WITH WASHERS AT EACH END. FA_ C $ A.I.T.C. (AM. INST. OF TIMBER CONSTR.). BR CATION, ERECTION, AND CONNECTIONS TO BE AS PER RECOMMENDATIONS DEMO!, PION: GEN RAL CONTRACTOR IS TO DEMOLISH AND REMOVE FROM SITE ( AND DISPOSE OF ,,PPROPRIATELY ) ALL THE ITEMS AS THEY ARE NOTED IN THE DRAWINGS. DETAI 8 AND SECTIONS: ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYP CAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION : ELS OWN. HERE ON THE PROJECT, UNLESS A DIFFERENT DETAIL, OR SECTION, IS CONSTRUCTION SEQUENCE: GEN' CONTRACTOR IS TO SHORE AND ALSO JACK UP ALL THE EXISTING FLO( JOIST IN ORDER TO INSTALL THE NEW WOOD JOISTS. EXIVING JOISTS ARE TO BE RAISED IN AT LEAST 3 POSITIONS EACH JOI : , AT EACH END AND AT HID -SPAN. A MINIMUM OF 4 JOISTS ARE TO BE i NE AT A TIME. IF DURING THIS OPERATION THIS CANNOT BE ACH VED, THE CONTRACTOR IS TO CONTACT ENGINEER FOR ALTERNATE METIDS. AFTER WOOD JOISTS ARE RAISED AT 3 POSITIONS THEN THE NEW OOD JOIST IS TO BE INSTALLED AND NAILED IN PLACE. ONCE SEVERAL JOI. ARE INSTALLED THEN THE ANGLE CAN BE INSTALLED FOR A CROUP OF JOI. S AS NOTED IN PLANS. GENIAL CONTRACTOR IS SOLELY RESPONSIBLE FOR INTEGRITY OF THE EXI: 1NG STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION. IF ERE EXISTS A DEVIATION OF THE EXISTING STRUCTURE FROM WHAT IS 1401N IN THESE PLANS, CONTACT ARCHITECT AND STRUCTURAL ENGINEER IF FOY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR (HER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENG EER PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. IN THE EVE THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE INSIVICIENT TIME FOR A RESPONSE, CONTRACTOR IS TO BE RESPONSIBLE FOR HE RESULTS OF SUCH ERRORS OR OMISSIONS, AND FOR THE COSTS FOR REC "FYING SAME AND FOR ANY DELAYS. GENER) L: A R C H I T E C T • EDUARDO CASTINEIRA AR. 0014049 9400 S. Dadeland Boulevard Suite 620 Miami, Florida 33156 (305)670-0477 MIGUEL COLLADO P.E. P.E. 0038582 2820 S.W. 37 Court Miami, Florida 33134 (305)448 -4099 Dates 6.16.92 Drawn by Checked by: Revisions Conun. No. 92.001 Sheet of A -2 ta t *T 13 E A M ' ----- 't r .. ---- 0 f—.- ..- 1.) L , T : 1 G3 — . - - I rRi.; j4' z':xz4 I2' Z4: -- i:t!: I? 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I7 ' 4' 4?6' 1 tQ P00 1O'44J :T ij V4 z4 --"-- m .- ,— Ott - - • 1 * v • ,• - - , • I••- •'s r• - Si IQ' ♦ 66 13 G`a -' ) cii•i ?::3:i:' -- r- l -.- - — ., . -_,:.. - ---- . -- JOP�DTO'4T, c1e,)1 4')tQ 7i_* --. h '::.7 C'sz::r - t - : - .; - :- — , 3 -1 •j: - - i':,:' '3B 2 d i - - . &5t 6 ---.- F AZd o•i. g7_ e,xz4 1 'r' zc. --- *L:*? r ... : _ dc 1'? ! Tj2,IJ (41 fft sT tT' .---- -.----- 'I a -_ . .� _ _ -r ).' , j. i-'7 G. - - -, - - - - - - - - j 1 'a, fCc .- L1'! z **5 '3-3Z ±_ cKZO t-'6 it2i ii______ ;; _4 REVISIONS : Y ■ ■ rI TTTTT Or 1D TT/1 MTTTI A T i � II 1 1256 N.E. 92 ND STREET MIAMI, FL. DRAWN KERRY CHECKED C.C.M. DATE JUNE, 20 SCALE SHOWN SHEET A... 1 I I I I 19 SW 1 1 I 1 I 11191 I I I 1 E1 l I I I I I I I I I 9 II l a 1 1111 1 I I I I 11 1 11111 11 1 r 11 l a I 1 1111 ra TIN I TIN 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BURGLAR I\ TRUSIO\ HARD WEST ELEVATION SCALE: � =1' -0" 1 1 1 1.1.1.1.1,1 1 1 1,1 1 EAST ELEVATION SCALE: 4'= 1' - - 0" HARE. 1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF FESISTING A FORCE OF 300Ibs. APPLIED IN ANY MOVABLE DIRECTION, & IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN CHAPTER 36 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGS 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 INAC IVE LEAF OF THESE PAIRS OF DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LO KS WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING POOR 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 N CESSARY, & 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 DOOR SHALL BE RABBATTED OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPO E OF INTEGRITY OF LOCKS Sc LATCHES. 8. SINGLE -SWING EXTERIOR DOORS , IF WOOD, SHALL BE SOLD CORE OR NOT LESS THAN 1 -3/8" THICK. 9. VISION PANELS ON EXTERIOR DOORS, OTHER THAN GLAZIN , WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE & SWINGING GLAS DOORS, SHALL COMPLY WITH "AMERICAN NATIONAL STANDARDS INSTITUTE" STANDARD 97.1. 10. SLIDING GLASS DOORS Sc 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 AME ICAN NATIONAL STANDARDS INSTITUTE - STANDARD 297.1. 12. SINGLE -SWING EXTERIOR & SWING DOORS CONNECTING LIV NG AREAS WITH GARAGE AREAS SHALL BE MINIMUM 1 -3/8" THICK SOLID CORE & SHALL B= SECURED WITH A LATCH Sc 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. ,c\ ZONING LEGEND. SINGLE FAMILY & DUPLEX ZONING: HEIGHT ( TO RIDGE OF ROOF )) SETBACKS: FRONT SIDE 25' -0" 10 -0" SIDE 10' -0" 15'-0" REAR 10' -0" SITE TO BE FILLED TO COUINTY FLOOD CRITERIA ELEVATION N.G.V.D OR AN ELEVATIONI NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATIION 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 BE GRADED SO /AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATEER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE (CERTIFICATION PRIOR TO FINAL INSPECTION. 0 N 10' PV T SEPTIC PIPE TANK i LJ I tXIS I. SEPTIC TANK DR AN F$LD 5' SIDE WALK 75.00' LEGAL DESCRIPTION LOTS 13 BAY LURE SUBDIVISION BLOCK 3 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK ___, AT PAGE ___ OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. NO AIRCONDI r i l l ON OR HEAT IN NEW ADDITION 75.00' EXISTING ONE STORY CBS RES. F.F ELE 1�'�a2 t�4 G;r� EXISTING DRIVEWAY EXIST GARAGE 1NATER METER 10' NORTHEAST 92 ND CROWN OF STREET ROAD - -4,43' c BEDROOM BEDROOM BEDROOM EXIST BA'T'H STRUCTURAL PLAN " SCALE: =1' -0" DO NOT OPERATE ENGINE WITH DOOR SHUT CARBON MONOXIDE I S LETHAL EXIST GREATROOM EXIST DINING EXIST KITCHEN METAL DOOR W AUTO CLOSURE EXISTING GARAGE SCREENED PATIO EXIST LIVING EXISTING PAN'T'RY 2 ne'v - laundry 7` STEP DOWN FROM PROPOSED ADDI TI ON EXISTING STUCCO FINISH. B' X 3/4' RAIsED— SMLATH STUCCO FIN. ACCENT BAND TYP. CANT. 1/2 ROUND DR 7P. CONT. SEALANT AND BACKER ROD. CL-SS 1. ALUM. FRAMED WINDOW LMT. WI \DOW / DOOR/T EXISTING B' x 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION (TYP.) P.T. )' X WOOD MAILERS AND FURRING STRIPS 3/16 0 x 5' LONG MIN) 'TAPCOM CONC SCREWS 1 IY O.C. STAGGERED AND COUNTERSUNK INTO P.T. KX VD. 2• x M BU SET V/, LIDUID NAIL HEAD AND SILL CONT. SEALANT AND BACKER ROD. EXISTING STUCCO FINISH. POURED CONC. BEAM OR PRE— CAST LINTEL (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) 3/16' 0 X 5' LONG CMIN.) 'TAPCOM GONG SCREWS •12'C.c STAGGERED AND COUNTERSUNK INTO P.T. VD. 2' X 4' BUCK SET V/. LIMBO NAD. 1 HEAD AND SILL CONT. SEALANT AND BACKER ROD, 8' X 3/4' RAISED — SMOOTH STUCCO FIN ACCENT BAND TYP. B' X 8' CONC. CAP. WINDOW SCHEDULE. MARK SIZE TYPE MATERIAL WINS PRFSSl1RF REMARKS. POS. NEC. 1 2-23 SH SINGLE HUNG , , + 4 - = 1 ; ,, PROVIDE 1/4" DIAMETER X 1 1 2' LONG TAPCON INTO DOOR AND WINDOW BUCK AND HEAD AT 16" O.C. TYPICAL AS PER S,F.B.C. LATEST EDITION. INSTALL' X. 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X; 4" P.T WOOD BUCK AT DOORS. (ALL g vci ) GLASS L ALUM, FRAMED WINDOW UNIT. CONT, CAULKING AND BACKER ROD. CONT. MID SET MARBLE SILL P.T. 1' X WOOD MAILERS AND FURRING STRIPS EXISTING 8' CPU WALL WITH 8' X 12' CONC. TIE BM. P.T, 1' X WEED NAILER: AND FURRING STRIPS GYPSUM BOARD FIN INSUJLATILN (TYP.)-- 3/16' 0 X Y LONG (MIN) 'TAPCUN' CONC SCREWS • 12' D.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' x 4' BUCK SET UDUID NAIL 1 HEAD AND SILL 8' X 3/4' RAISED — SMTH STUCCO FIN AN ACCENT BMW TYP, EXISTING STUCCO FINISH. CONT. SEALANT AND BACKER ROD. DOOR SCHEDULE. MARK SIZE MATERIAL TYPE 1 3 -0" X 6' -8" METAL SOLID CORE _ 2 " 2 -8" X 6' -8 WOOD H CORE 3_ , 2' -8" X 6' -8" WOOD SOLID CORE 4 4 —O' X 6 —8 WOOD BI —FOLD DOOR 5 3 -0" X 6 -8 POCKET SOLID CORE SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. SILL �TYP.) NEW B' r 8' CNIN.XONC. FILLED BLOCK CELL V/ 1 - NS VERT. GLASS 1 ALUM. FRAMED WINDOW UNIT. CUNT. SEALANT AND BACKER ROD. 12" x 16" CONCRETE FOOTING W/ 2 #5 CONT. TYPICAL W/2 # 5 X 5' -0" CORNER BARS AT EACH CORNER TYP. 8 "X8" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL AS SHOWN ON PLANS 4" CONCRETE SLAB W/ 6X6 10/10 W W.M. OVER VAPOUR BARRIER & CLEAN, WELL COMPACTED FILL. 1#-5 STEEL BAR IN CONC FILLED BLOCK CELL AT EACH SIDE OF OPENINGS 3' -0" OR MORE WIDE, SOIL STATEMENT 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. REVISIONS SIM :Y ■ ■ ■ DRAWN KERRY CHECKED C.C.M. DATE JUNE ,26 SCALE SHOWN SHEET A..... ■ 2 BEDROOM BEDROOM BEDROOM EXIST BA'T'H STRUCTURAL PLAN " SCALE: =1' -0" DO NOT OPERATE ENGINE WITH DOOR SHUT CARBON MONOXIDE I S LETHAL EXIST GREATROOM EXIST DINING EXIST KITCHEN METAL DOOR W AUTO CLOSURE EXISTING GARAGE SCREENED PATIO EXIST LIVING EXISTING PAN'T'RY 2 ne'v - laundry 7` STEP DOWN FROM PROPOSED ADDI TI ON EXISTING STUCCO FINISH. B' X 3/4' RAIsED— SMLATH STUCCO FIN. ACCENT BAND TYP. CANT. 1/2 ROUND DR 7P. CONT. SEALANT AND BACKER ROD. CL-SS 1. ALUM. FRAMED WINDOW LMT. WI \DOW / DOOR/T EXISTING B' x 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION (TYP.) P.T. )' X WOOD MAILERS AND FURRING STRIPS 3/16 0 x 5' LONG MIN) 'TAPCOM CONC SCREWS 1 IY O.C. STAGGERED AND COUNTERSUNK INTO P.T. KX VD. 2• x M BU SET V/, LIDUID NAIL HEAD AND SILL CONT. SEALANT AND BACKER ROD. EXISTING STUCCO FINISH. POURED CONC. BEAM OR PRE— CAST LINTEL (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) 3/16' 0 X 5' LONG CMIN.) 'TAPCOM GONG SCREWS •12'C.c STAGGERED AND COUNTERSUNK INTO P.T. VD. 2' X 4' BUCK SET V/. LIMBO NAD. 1 HEAD AND SILL CONT. SEALANT AND BACKER ROD, 8' X 3/4' RAISED — SMOOTH STUCCO FIN ACCENT BAND TYP. B' X 8' CONC. CAP. WINDOW SCHEDULE. MARK SIZE TYPE MATERIAL WINS PRFSSl1RF REMARKS. POS. NEC. 1 2-23 SH SINGLE HUNG , , + 4 - = 1 ; ,, PROVIDE 1/4" DIAMETER X 1 1 2' LONG TAPCON INTO DOOR AND WINDOW BUCK AND HEAD AT 16" O.C. TYPICAL AS PER S,F.B.C. LATEST EDITION. INSTALL' X. 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X; 4" P.T WOOD BUCK AT DOORS. (ALL g vci ) GLASS L ALUM, FRAMED WINDOW UNIT. CONT, CAULKING AND BACKER ROD. CONT. MID SET MARBLE SILL P.T. 1' X WOOD MAILERS AND FURRING STRIPS EXISTING 8' CPU WALL WITH 8' X 12' CONC. TIE BM. P.T, 1' X WEED NAILER: AND FURRING STRIPS GYPSUM BOARD FIN INSUJLATILN (TYP.)-- 3/16' 0 X Y LONG (MIN) 'TAPCUN' CONC SCREWS • 12' D.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' x 4' BUCK SET UDUID NAIL 1 HEAD AND SILL 8' X 3/4' RAISED — SMTH STUCCO FIN AN ACCENT BMW TYP, EXISTING STUCCO FINISH. CONT. SEALANT AND BACKER ROD. DOOR SCHEDULE. MARK SIZE MATERIAL TYPE 1 3 -0" X 6' -8" METAL SOLID CORE _ 2 " 2 -8" X 6' -8 WOOD H CORE 3_ , 2' -8" X 6' -8" WOOD SOLID CORE 4 4 —O' X 6 —8 WOOD BI —FOLD DOOR 5 3 -0" X 6 -8 POCKET SOLID CORE SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. SILL �TYP.) NEW B' r 8' CNIN.XONC. FILLED BLOCK CELL V/ 1 - NS VERT. GLASS 1 ALUM. FRAMED WINDOW UNIT. CUNT. SEALANT AND BACKER ROD. 12" x 16" CONCRETE FOOTING W/ 2 #5 CONT. TYPICAL W/2 # 5 X 5' -0" CORNER BARS AT EACH CORNER TYP. 8 "X8" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL AS SHOWN ON PLANS 4" CONCRETE SLAB W/ 6X6 10/10 W W.M. OVER VAPOUR BARRIER & CLEAN, WELL COMPACTED FILL. 1#-5 STEEL BAR IN CONC FILLED BLOCK CELL AT EACH SIDE OF OPENINGS 3' -0" OR MORE WIDE, SOIL STATEMENT 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. REVISIONS SIM :Y ■ ■ ■ DRAWN KERRY CHECKED C.C.M. DATE JUNE ,26 SCALE SHOWN SHEET A..... 2 BEDROOM BEDROOM BEDROOM EXIST BA'T'H STRUCTURAL PLAN " SCALE: =1' -0" DO NOT OPERATE ENGINE WITH DOOR SHUT CARBON MONOXIDE I S LETHAL EXIST GREATROOM EXIST DINING EXIST KITCHEN METAL DOOR W AUTO CLOSURE EXISTING GARAGE SCREENED PATIO EXIST LIVING EXISTING PAN'T'RY 2 ne'v - laundry 7` STEP DOWN FROM PROPOSED ADDI TI ON EXISTING STUCCO FINISH. B' X 3/4' RAIsED— SMLATH STUCCO FIN. ACCENT BAND TYP. CANT. 1/2 ROUND DR 7P. CONT. SEALANT AND BACKER ROD. CL-SS 1. ALUM. FRAMED WINDOW LMT. WI \DOW / DOOR/T EXISTING B' x 12' CONC. TIE BM. GYPSUM BOARD FIN. INSULATION (TYP.) P.T. )' X WOOD MAILERS AND FURRING STRIPS 3/16 0 x 5' LONG MIN) 'TAPCOM CONC SCREWS 1 IY O.C. STAGGERED AND COUNTERSUNK INTO P.T. KX VD. 2• x M BU SET V/, LIDUID NAIL HEAD AND SILL CONT. SEALANT AND BACKER ROD. EXISTING STUCCO FINISH. POURED CONC. BEAM OR PRE— CAST LINTEL (TYP.) SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) 3/16' 0 X 5' LONG CMIN.) 'TAPCOM GONG SCREWS •12'C.c STAGGERED AND COUNTERSUNK INTO P.T. VD. 2' X 4' BUCK SET V/. LIMBO NAD. 1 HEAD AND SILL CONT. SEALANT AND BACKER ROD, 8' X 3/4' RAISED — SMOOTH STUCCO FIN ACCENT BAND TYP. B' X 8' CONC. CAP. WINDOW SCHEDULE. MARK SIZE TYPE MATERIAL WINS PRFSSl1RF REMARKS. POS. NEC. 1 2-23 SH SINGLE HUNG , , + 4 - = 1 ; ,, PROVIDE 1/4" DIAMETER X 1 1 2' LONG TAPCON INTO DOOR AND WINDOW BUCK AND HEAD AT 16" O.C. TYPICAL AS PER S,F.B.C. LATEST EDITION. INSTALL' X. 3" P.T. WOOD BUCK AT WINDOWS INSTALL 1" X; 4" P.T WOOD BUCK AT DOORS. (ALL g vci ) GLASS L ALUM, FRAMED WINDOW UNIT. CONT, CAULKING AND BACKER ROD. CONT. MID SET MARBLE SILL P.T. 1' X WOOD MAILERS AND FURRING STRIPS EXISTING 8' CPU WALL WITH 8' X 12' CONC. TIE BM. P.T, 1' X WEED NAILER: AND FURRING STRIPS GYPSUM BOARD FIN INSUJLATILN (TYP.)-- 3/16' 0 X Y LONG (MIN) 'TAPCUN' CONC SCREWS • 12' D.C. STAGGERED AND COUNTERSUNK INTO P.T. WD. 2' x 4' BUCK SET UDUID NAIL 1 HEAD AND SILL 8' X 3/4' RAISED — SMTH STUCCO FIN AN ACCENT BMW TYP, EXISTING STUCCO FINISH. CONT. SEALANT AND BACKER ROD. DOOR SCHEDULE. MARK SIZE MATERIAL TYPE 1 3 -0" X 6' -8" METAL SOLID CORE _ 2 " 2 -8" X 6' -8 WOOD H CORE 3_ , 2' -8" X 6' -8" WOOD SOLID CORE 4 4 —O' X 6 —8 WOOD BI —FOLD DOOR 5 3 -0" X 6 -8 POCKET SOLID CORE SOLID FILLED C.M.U. OR CONC. COLUMN EA. SIDE OF WINDOW OPENING (TYP.) POURED CONC. SILL �TYP.) NEW B' r 8' CNIN.XONC. FILLED BLOCK CELL V/ 1 - NS VERT. GLASS 1 ALUM. FRAMED WINDOW UNIT. CUNT. SEALANT AND BACKER ROD. 12" x 16" CONCRETE FOOTING W/ 2 #5 CONT. TYPICAL W/2 # 5 X 5' -0" CORNER BARS AT EACH CORNER TYP. 8 "X8" CONCRETE STARTER COLUMN W/ 2 #5 VERTICAL AS SHOWN ON PLANS 4" CONCRETE SLAB W/ 6X6 10/10 W W.M. OVER VAPOUR BARRIER & CLEAN, WELL COMPACTED FILL. 1#-5 STEEL BAR IN CONC FILLED BLOCK CELL AT EACH SIDE OF OPENINGS 3' -0" OR MORE WIDE, SOIL STATEMENT 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. REVISIONS SIM :Y ■ ■ ■ DRAWN KERRY CHECKED C.C.M. DATE JUNE ,26 SCALE SHOWN SHEET A..... 3" 26 GAGE METAL DRIP. 2"X6" WOOD FASCIA D 24'' WIDE STUCCO SIT SCREEN )" O.C. C( 7 / a.-1 ��MEN r ,L.4 r 12)< s tiG OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES @ 24 OC. PLYWOOD TO BE NAILED @ 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE TIN TAGGED 2" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS AN D 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 METAL STRAP ANCHOR W /SEAT EACH RUSS W/ SIMPSON STUCCO FINISH NEW 8" BETE BLOCK WALLS TGREIWcitir. PE REINF EVERY SECOND COURSE OF BLOCK REINF BARS 30" HOOKED END 6" BEND @ FTG. FINISH E. 16 WALL SCTO\ SCALE: 3/4 " =1' NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEATING TYPICAL SCALE: 1/2" = V— 0" #8d AILS AT 6" O,C, TYP. AT I ERMEDIATE SUPPORTS. PARTIAL ROOF SHEATING DIAGRAM #8 d NAILS AT 4" 0.C. TYPICAL AT END SUPPORTS. 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. (p,'(, 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" 0.0 ELSEWHERE Dry 61 7D E X 1 y, L 17), G l\I 12 1"X2" P.T. FURR @ 16" 0.0. 3/4" RIGID INSUL.,R. 5.0 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL. 4" WOOD BASE. OLYTHIC FTG W/2 — #5 CONT. 4" CONCRETE SLAB W/ 6X6 10/10 WWM ON VAPOR BARRIER OVER CLEAN COMPACT FILL. SOIL STATEMENT 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. N.T.S. 1— #5 PIN @ 24" 0.0 @ INTERFACE OF EXIST. WALL & NEW T.B. HI AC N DD D Net Uplift= 1350Ib Reaction = 15001b SIMPSON— META22 W/14- 10dx11 Nails DOUG —FIR LARCH OR SO. PINE ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -98 & FLORIDA BUILDING CODE 2001) DESIGN CRITERIA : TYPE OF STRUCTURE : ENCLOSED TYPE OF ROOF : FLAT BLT —UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL. PRESSURE : q = 0.00256 x Kz (VI) 2 WHERE Kz =0.85, I = 1.0, V = 145MPH q = 0.00256 x 0.85 x (145 x 1.00f = 45.69 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 II = —1.40 GCp (OVERHANGS = —2.2 (ASCE 6.7.2.1) FACTORED WIND LOADS: q roof = q(GCp + GCpi) = 45.69(1.40 + 0.18) q roof = q(GCp + GCpi) = 45.69(0.80 + 0.18) q o'er hong = q(GCp + GCpi) = 45.69(2,20 + 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 L= 39' —O "; S =2' -0" U = 40.1X39'X2' = 1563.9# 2 R = 45X39'X2' =1755# 2 Min D/L =10 PSF UPLIFT AND REACTION CALCULATION: UNIT -1 UNIT -2 = 72,2 PSF ZONE II = 44.78 PSF ZONE I 0.18) = 108,74 PSF OVERHANG NET UPLIFT LOAD : U roof = q ROOF —DL = 57.1 -10 = 47.1 PSF ZONE II U roof = q ROOF —DL = 41.8 -10 = 31.8 PSF ZONE I U o'erhong = q ROOF —DL = 108.74 -10 = 98.74 PSF OVERHANG TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF L= 33' -0 "; S =2' -0" U = 40.1X33'X2' = 1323.3# 2 R = 45X33'X2' =1485# 2 ROOF FRAMING PLAN SCALE: " =1' -0" Net Uplift= 13501b Reaction = 15001b SIMPSON — META22 W/14- 10dx14 Nails DOUG —FIR LARCH OR SO. PINE Net Uplift= 62501b Reaction = 70201b SIMPSON —HGT -2 8 -10d NAILS 2 - BOLTS DOUG FIR LARCH S0. PINE REVISIONS : ■ ■ ■ ■ 1 DRAWN KERRY CHECKED O.C.M. DATE JUNE,20 SCALE SHOWN SHEET A 3" 26 GAGE METAL DRIP. 2"X6" WOOD FASCIA D 24'' WIDE STUCCO SIT SCREEN )" O.C. C( 7 / a.-1 ��MEN r ,L.4 r 12)< s tiG OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES @ 24 OC. PLYWOOD TO BE NAILED @ 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE TIN TAGGED 2" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS AN D 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 METAL STRAP ANCHOR W /SEAT EACH RUSS W/ SIMPSON STUCCO FINISH NEW 8" BETE BLOCK WALLS TGREIWcitir. PE REINF EVERY SECOND COURSE OF BLOCK REINF BARS 30" HOOKED END 6" BEND @ FTG. FINISH E. 16 WALL SCTO\ SCALE: 3/4 " =1' NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEATING TYPICAL SCALE: 1/2" = V— 0" #8d AILS AT 6" O,C, TYP. AT I ERMEDIATE SUPPORTS. PARTIAL ROOF SHEATING DIAGRAM #8 d NAILS AT 4" 0.C. TYPICAL AT END SUPPORTS. 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. (p,'(, 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" 0.0 ELSEWHERE Dry 61 7D E X 1 y, L 17), G l\I 12 1"X2" P.T. FURR @ 16" 0.0. 3/4" RIGID INSUL.,R. 5.0 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL. 4" WOOD BASE. OLYTHIC FTG W/2 — #5 CONT. 4" CONCRETE SLAB W/ 6X6 10/10 WWM ON VAPOR BARRIER OVER CLEAN COMPACT FILL. SOIL STATEMENT 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. N.T.S. 1— #5 PIN @ 24" 0.0 @ INTERFACE OF EXIST. WALL & NEW T.B. HI AC N DD D Net Uplift= 1350Ib Reaction = 15001b SIMPSON— META22 W/14- 10dx11 Nails DOUG —FIR LARCH OR SO. PINE ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -98 & FLORIDA BUILDING CODE 2001) DESIGN CRITERIA : TYPE OF STRUCTURE : ENCLOSED TYPE OF ROOF : FLAT BLT —UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL. PRESSURE : q = 0.00256 x Kz (VI) 2 WHERE Kz =0.85, I = 1.0, V = 145MPH q = 0.00256 x 0.85 x (145 x 1.00f = 45.69 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 II = —1.40 GCp (OVERHANGS = —2.2 (ASCE 6.7.2.1) FACTORED WIND LOADS: q roof = q(GCp + GCpi) = 45.69(1.40 + 0.18) q roof = q(GCp + GCpi) = 45.69(0.80 + 0.18) q o'er hong = q(GCp + GCpi) = 45.69(2,20 + 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 L= 39' —O "; S =2' -0" U = 40.1X39'X2' = 1563.9# 2 R = 45X39'X2' =1755# 2 Min D/L =10 PSF UPLIFT AND REACTION CALCULATION: UNIT -1 UNIT -2 = 72,2 PSF ZONE II = 44.78 PSF ZONE I 0.18) = 108,74 PSF OVERHANG NET UPLIFT LOAD : U roof = q ROOF —DL = 57.1 -10 = 47.1 PSF ZONE II U roof = q ROOF —DL = 41.8 -10 = 31.8 PSF ZONE I U o'erhong = q ROOF —DL = 108.74 -10 = 98.74 PSF OVERHANG TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF L= 33' -0 "; S =2' -0" U = 40.1X33'X2' = 1323.3# 2 R = 45X33'X2' =1485# 2 ROOF FRAMING PLAN SCALE: " =1' -0" Net Uplift= 13501b Reaction = 15001b SIMPSON — META22 W/14- 10dx14 Nails DOUG —FIR LARCH OR SO. PINE Net Uplift= 62501b Reaction = 70201b SIMPSON —HGT -2 8 -10d NAILS 2 - BOLTS DOUG FIR LARCH S0. PINE / V EXISTING REMAIN TO 1 3" 26 GAGE METAL DRIP. 2"X6" WOOD FASCIA D 24'' WIDE STUCCO SIT SCREEN )" O.C. C( 7 / a.-1 ��MEN r ,L.4 r 12)< s tiG OVER 30 LBS FELT TIN TAGGED TO 5/8" CDX PLYWOOD SHEETING NAILED TO 2 "X4" WOOD TRUSSES @ 24 OC. PLYWOOD TO BE NAILED @ 6" OC IN THE FIELD AND 4" OC ON THE JOINTS. 30LBS FELT TO BE TIN TAGGED 2" OC IN THE FIELD AND 4" OC ON THE LAPS. ALL EVE DRIPS AN D 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 METAL STRAP ANCHOR W /SEAT EACH RUSS W/ SIMPSON STUCCO FINISH NEW 8" BETE BLOCK WALLS TGREIWcitir. PE REINF EVERY SECOND COURSE OF BLOCK REINF BARS 30" HOOKED END 6" BEND @ FTG. FINISH E. 16 WALL SCTO\ SCALE: 3/4 " =1' NOTE: PROVIDE MIN. 1/8" SPACING BETWEEN PLYWOOD SHEATING TYPICAL SCALE: 1/2" = V— 0" #8d AILS AT 6" O,C, TYP. AT I ERMEDIATE SUPPORTS. PARTIAL ROOF SHEATING DIAGRAM #8 d NAILS AT 4" 0.C. TYPICAL AT END SUPPORTS. 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. (p,'(, 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" 0.0 ELSEWHERE Dry 61 7D E X 1 y, L 17), G l\I 12 1"X2" P.T. FURR @ 16" 0.0. 3/4" RIGID INSUL.,R. 5.0 MIN. 1 LAYER 1/2" GYPSUM WALLBOARD TYPICAL. 4" WOOD BASE. OLYTHIC FTG W/2 — #5 CONT. 4" CONCRETE SLAB W/ 6X6 10/10 WWM ON VAPOR BARRIER OVER CLEAN COMPACT FILL. SOIL STATEMENT 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. N.T.S. 1— #5 PIN @ 24" 0.0 @ INTERFACE OF EXIST. WALL & NEW T.B. HI AC N DD D Net Uplift= 1350Ib Reaction = 15001b SIMPSON— META22 W/14- 10dx11 Nails DOUG —FIR LARCH OR SO. PINE ROOF WIND LOAD CALCULATIONS (AS PER ANSI /ASCE 7 -98 & FLORIDA BUILDING CODE 2001) DESIGN CRITERIA : TYPE OF STRUCTURE : ENCLOSED TYPE OF ROOF : FLAT BLT —UP HT. TO BOTT. OF SOFFIT : 0 -15' BLDG CATEGORY : EXPOSURE CATEGORY : "C" GUST RESPONSE FACTOR, DESIGN VEL. PRESSURE : q = 0.00256 x Kz (VI) 2 WHERE Kz =0.85, I = 1.0, V = 145MPH q = 0.00256 x 0.85 x (145 x 1.00f = 45.69 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 II = —1.40 GCp (OVERHANGS = —2.2 (ASCE 6.7.2.1) FACTORED WIND LOADS: q roof = q(GCp + GCpi) = 45.69(1.40 + 0.18) q roof = q(GCp + GCpi) = 45.69(0.80 + 0.18) q o'er hong = q(GCp + GCpi) = 45.69(2,20 + 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 L= 39' —O "; S =2' -0" U = 40.1X39'X2' = 1563.9# 2 R = 45X39'X2' =1755# 2 Min D/L =10 PSF UPLIFT AND REACTION CALCULATION: UNIT -1 UNIT -2 = 72,2 PSF ZONE II = 44.78 PSF ZONE I 0.18) = 108,74 PSF OVERHANG NET UPLIFT LOAD : U roof = q ROOF —DL = 57.1 -10 = 47.1 PSF ZONE II U roof = q ROOF —DL = 41.8 -10 = 31.8 PSF ZONE I U o'erhong = q ROOF —DL = 108.74 -10 = 98.74 PSF OVERHANG TOTAL GRAVITY LOADS, "G" = q ROOF + DL = 35 + 10 = 45PSF L= 33' -0 "; S =2' -0" U = 40.1X33'X2' = 1323.3# 2 R = 45X33'X2' =1485# 2 ROOF FRAMING PLAN SCALE: " =1' -0" Net Uplift= 13501b Reaction = 15001b SIMPSON — META22 W/14- 10dx14 Nails DOUG —FIR LARCH OR SO. PINE Net Uplift= 62501b Reaction = 70201b SIMPSON —HGT -2 8 -10d NAILS 2 - BOLTS DOUG FIR LARCH S0. PINE REVISIONS ; r1 TTTTT 0 TT) TTrtmTITT173 A T V iv/ / 1/T 1,4 ►1' 1 DRAWN K.T. /M.A. CHECKED C.C.M. DATE MAY 02 SCALE SHOWN SHEET A- 4 BEDROOM BEDROOM EXIST BATH SCALE: 4" =1' -0" - 011 PLUMBING PLAN BEDROOM EXIST BATH • EXIS'I' DINING 3 "SANITARY EXIST KITCHEN PROPOSED DEN EXISTING GARAGE SCREENED PATIO EXIST GREATROOM EXIST LIVING - RELOCATE EXISTING W.D AND HAND SINK TO NEW LOCATIO 3 "SAN I TA WH NEW LOCATION OF W.I-I 50 GAL cw s OFF UT ALVE D EXIST 1" CWS(6 FU) FROM W.M NEW HAND SINK 4 A L H CW5 0 NEW LOCATION OF W& D T s N )3'a" T &P DISCH TERMINATE 6" A.F.G HB W /SHUT OFF &V.B L -G PLUV BI \G NOTES: SANITARY SEWER LINE COLD WATER SUPPLY LINE HOT WATER SUPPLY. 1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH 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 DRAWINGS 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 INSTALLATION 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 BOTH 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. INSULATE HANDICAPPED LAVATORY WASTE PIPING WITH 1/2" THICK ELASTOMERIC POLYETHYLENE CLOSED CELL THERMAL PIPE INSULATION WITH ALL EDGES SEALED, AS RECOMMENDED BY THE MANUFACTURER. ELECTRICAL SHEDULE CIRCUIT # LOAD WIRE COND. BREAK VA REMARKS 1 -2 GEN. LIGHTING /RECEPT. #12 1 / 2 " 20 6516 405 SF x 3W /SF 3.4 HOT— WATER— HEATER #10 3/4" 30 4500 5 DRYER #10 3/4" 30 5000 6 WASHER #12 1/2" 20 1500 DRAWN KERRY' CHECKED C.C.M. DATE JUNE, 20 SCALE SHOWN SHEET A- 5 LOAD CALC. —3— 1/0 THWN IN 1 1/2" C TOTAL LOAD = 33516 405 /240 = 1.68 150A MCB 150A PNL \A ADD NEW LIGHT. / RECEPT. TO EXIST, 150 AMP SERVICE #4 SOLID CU. TO CWP & 2— 5/8" x 10' GRD. RODS ATTACHED TO STRUCT. C STL. IN BLDG. FOUNDATION r, ._L_ w 7 V' l 6.' -o" / ELECTRICAL SCOPE OF WORK: 1. CHECK EXISTING ELECTRICAL WIRING /CONNECTIONS , REWIRE AND OR INSTALL I RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. ALL 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. ALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. CHECK FOR CODE COMPLAINCE. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE 5. ALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER DNS AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. (TRACTOR TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ELECTRICAL WORK AS SHOWN ON PLANS. ;END: IMAM' p�p c p�� P 1Cb.AI1rtPR/0p 1POL 1S ;13.4 f120T g� 20 TW 20 AMPPV'01. — EQUIPMENT RECEPTACLE — TELEPHOt'iE OUTLET EP — DISCONNECT 1 4t0 P QOlf O RECEPTACLE —15 AMP/120 VOLT 1�AMP /1T — TELEVISION OUTLET — CEILING FAN 9 EXISTING RECEPTACLES AND LIGHT FIXTIRES TO REMAIN NEW RECEPTACLES AND LIGHT FIXTURES EXISTING RECEPTACLES/ LIGHT FIXTURES ELECTRICAL SYMBOLS —MOUNT 12' A.F.F. UNLESS OTHERWISE NOTED — VERIFY MOUNTING HEIGHT — VERIFY MOUNTING HEIGHT —MOUNT 12 A.F.F. UNLESS OTHERWISE NOTED — VERIFY MOUNTING HEIGHT — VERIFY EXACT LOCATION —MOUNT 18' A.F.F. UNLESS OTHERWISE NOTED VOLTAGE AND AMPAQTY AS PER PLANS —MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED —MOUNT 44' A.F.F. UNLESS OTHERWISE NOTED - SIZED AND FUSED AS PER EQUIPMENT NAMEPLATE —SMOKE DETECTOR —DOOR CHIME — RECESSED UGHT FIXTURE — SURFACE MOUNTED CIEUNG FIXTURE —TRACK UGHT. LENGTH TO SCALE WITH PLANS FLOURESCENT FIXTURE. LENGTH TO SCALE MATH PLANS — - — PENDANT MOUNTED FIXTURE. PROVIDE BRAONG —WALL MOUNTED FIXTURE — CONNECT TO BATHROOM CIRCUIT — OUTDOOR FLOOD UGHTS. 100 WATT PAR38 LAMPS Alle — EXHAUST FAN TO BE INSTALLED. TO BE RELOCATED. ICTHCAL \OTES. 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 GROUNID PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES FLOOR PLAN LEGEND. =1 � a migoolammsammermangwi flomsownessmil BEDROOM BEDROOM ■ EXIST BATH t kammearawm BEDROOM EXIST BATH ELECTRICAL PLAN SCALE: EXIST DINING EXIST KITCHEN ✓ • 1 EXIST GREATROOM PROP I .'ED DEN SCREENED PATIO EXIST LIVING ‘4 4 EXISTING GARAGE EXISTING PANTRY 5 wI 4 • REVISIONS :Y ■ ■ ■ ■ ■ PROFESSIONAL ENGINEER #I1127 1 -'" 1 % , # # . L . ire C.v DRAWN KERRY' CHECKED C.C.M. DATE JUNE, 20 SCALE SHOWN SHEET A- 5 ELECTRICAL SCOPE OF WORK: 1. CHECK EXISTING ELECTRICAL WIRING /CONNECTIONS , REWIRE AND OR INSTALL I RECEPTACLES AS REQUIRED SEE PLANS FOR LOCATION AND SPACING.. 2. ALL 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. ALL NEW RECEPTACLES, SWITCHES AND LIGHT FIXTURES AS SHOWN ON PLANS. CHECK FOR CODE COMPLAINCE. THIS WORK SHALL BE DONE AS PER REQUIUREMENTS OF THE 5. ALL OUTSIDE LIGHT FIXTURE AND RECEPTACLE AT REAR OF BUILDING AS SHOWN ON NATIONAL ELECTRICAL CODE (NFPA 70) & ALL OTHER DNS AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 6. (TRACTOR TO FURNISH ALL LABOR AND MATERIAL NECCESSARY FOR THE COMPLETION ALL ELECTRICAL WORK AS SHOWN ON PLANS. ;END: IMAM' p�p c p�� P 1Cb.AI1rtPR/0p 1POL 1S ;13.4 f120T g� 20 TW 20 AMPPV'01. — EQUIPMENT RECEPTACLE — TELEPHOt'iE OUTLET EP — DISCONNECT 1 4t0 P QOlf O RECEPTACLE —15 AMP/120 VOLT 1�AMP /1T — TELEVISION OUTLET — CEILING FAN 9 EXISTING RECEPTACLES AND LIGHT FIXTIRES TO REMAIN NEW RECEPTACLES AND LIGHT FIXTURES EXISTING RECEPTACLES/ LIGHT FIXTURES ELECTRICAL SYMBOLS —MOUNT 12' A.F.F. UNLESS OTHERWISE NOTED — VERIFY MOUNTING HEIGHT — VERIFY MOUNTING HEIGHT —MOUNT 12 A.F.F. UNLESS OTHERWISE NOTED — VERIFY MOUNTING HEIGHT — VERIFY EXACT LOCATION —MOUNT 18' A.F.F. UNLESS OTHERWISE NOTED VOLTAGE AND AMPAQTY AS PER PLANS —MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED —MOUNT 44' A.F.F. UNLESS OTHERWISE NOTED - SIZED AND FUSED AS PER EQUIPMENT NAMEPLATE —SMOKE DETECTOR —DOOR CHIME — RECESSED UGHT FIXTURE — SURFACE MOUNTED CIEUNG FIXTURE —TRACK UGHT. LENGTH TO SCALE WITH PLANS FLOURESCENT FIXTURE. LENGTH TO SCALE MATH PLANS — - — PENDANT MOUNTED FIXTURE. PROVIDE BRAONG —WALL MOUNTED FIXTURE — CONNECT TO BATHROOM CIRCUIT — OUTDOOR FLOOD UGHTS. 100 WATT PAR38 LAMPS Alle — EXHAUST FAN TO BE INSTALLED. TO BE RELOCATED. ICTHCAL \OTES. 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 GROUNID PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE OF A/C EQUIPMENT & OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES FLOOR PLAN LEGEND. =1 � a migoolammsammermangwi flomsownessmil BEDROOM BEDROOM ■ EXIST BATH t kammearawm BEDROOM EXIST BATH ELECTRICAL PLAN SCALE: EXIST DINING EXIST KITCHEN ✓ • 1 EXIST GREATROOM PROP I .'ED DEN SCREENED PATIO EXIST LIVING ‘4 4 EXISTING GARAGE EXISTING PANTRY 5 wI 4 • - {r ' 1 ¢4,1? $' A LT. .: kjFt`l -r 3L,rO" c,}34t, 2 1' OS) " w I C . r/ Z iC.J /71� q : 'slab ,_.. f3Offu/rt (3,o $ had 4 C`(pf Gt\L Y 4/eix ikiT¢ ''s/ Sf/rrups c1.4 rch`d {i/ed hvor ■ "x lo" I r -i--,,,,-,-4,..-1,-: G.t. Te.k ` y � 'IP lei �1 2' .4.1; • No Ae 5 . /c' .' e'7 1,i n-CVI7f,'n/Q/i •ixjS. "3 4'10 "Y•.. G6 -11 -"rA it -,CM: ci i3-4 t3 8-JO .. t 1. o;eriz 616.14 eri A Gt3-1;6 GEi -1� ar13 G -i') G 3- 66 -23 , �Il�,vtrn�r���, ►o "xt�'4 ptl:.,tr`1r < c- C7 C)N'l I-J t P , t._ v o ia,,, N .i sv in • t'- 8U x 3�a 2� I 1 e.;x24 ', 0-W W cam , ' K to �.- '• & I rNr � � f� "�$ z jnix. v9si�nad M�aC�tis'i3 o 2e i1r.3nqlh of 2500 i? ..' --.e :,. • ni ity 0 :plastic and ntorAe.itli {tl'If1 91iGINcx' i (FC1... r'o' be A inter adi t $t /-2I,Jet¢rtned +n� ti,ti1 X1 r.M' A-3t, ,"::otestflea kpfi JiI�sr le dnd tE st c`r'Ni';�,.Tg P it t• `i ` nt1!i d8 rc.tr r r e C ? e t''' red I.nder :Centr df ,, � t i, t Gn r t piles. 011 ]p ray d ",te3ting 1ob, v a st.cIl dpi uchie, stria. t% of, 3000 P3.1. 2t3 (Joys: :0x fO' pates to be (3InforC2d'`•Y,111. t� � i7'`4 (?" filet N It11 ties b;e 4 '2 of 8' r c /c,1hri I tentjth` except tip f1'utt; .Yt :430 b z` 2 ties shalt be uset! of 3 C /a. 'Piles' shall be i'ti }en or •vetted and 't;f1Y?(1 to sdt'.t3 VA 010) 30 kips fcr pit 4 ET, 15'ii t'ot 12' 12: Cut piles '‘.4f squor6 of c0(t3ct- eler.ticx " >. `inir`on;,,tn of 18`' cf t..i!? s! ei 010j?Gt " 1110 t7Z'2rr•s S PI'. E 0 1) L. F.. 3 ST 1 1 R ik U P S M A A R. No: Spoein9 : )N R :n .TOP 1 9 to i .4 ►'•f r u Tc� F' . 'tca1) Ifs :S prC}31 A To a,oq ro 1 4 ,?fAl:J , ern: „ "TOP €)►j • -PT. G A-les 'AO Toa 1 ,r, r ? T P DOOR !MURIA DESCPTION us • •-•■1 • l _ E'c't�l�1 tA ' • . •.: ry - f- t :1 J. Y ! Y1 SYK 'Y' ' 4La.'l— fl S. �6' t! lB.- .f- jFl- ' • � •Z - 4 + Y.11167 QZm` W.a' RL 'd�^�'�"d' at.f2.'#f. T�]ii8'ST.2'S LSY.iA` -Y. "YLT Ya.'➢F'.:- S�f!'.:ll : t ()"QtZ /c.. .3"I[ I 1.1.3;' . L I YI �1r .I= UQMA PIN I Ne RQQM F3EG tvOr,M 4 : EnsiKra c LQ a.r 'k 1 cl.Q s - Ct,' : r 4 3 cLoss r 44- HAL 1- R. KI re. 14EN rcn -tAti 5 Cl 4"X Fite r. lid MIAMI SNORES E NOTES MAIN'S Ky rG r . .2GV AM P 1(O /2Z0 rs . OVI RN C> .5 R% /t4E:. :3 ` . /c) li`i 2, /z" GONt ulr GlF4.4- i 1:T's4 U Fes' 15 ANIt'S !.11IirtNeA it► " 7 ra Ru 2 APPL I,A1.1 I : ;d -4 1 2O d 2 hr`s .. 2 ,-4 R • 20 N /; r'rag. so ti. z » I2 :} y. i 1 1 20 W14,511.5.'4. 2' , , 1 ; .zcr r Z#11 i.V _ U N ►'r Y'YAL -t... FLORIDA fr- 1 N Va /UN,U 1 f 12 4 V2. , z r YA't '! 1 4- ;Q � r� Ftt .` 2 'P►z. 3 , &1 1't i'r .. .twei SOAL = I 74x&: W a O+ 2' 1 GH •t: _�- • .. ..... pct - t s`' -c: M :'1 a `1 ',INtr.' cEr1ENT 1"x e.. T ., "SNFArHiUS ;C. 140 t..D (.). A 5 Y144‘ r! (41 r~ t. d' • r a cl: { A ?ICito:er I" 0" t'.4 �t= }c�3' T7 ✓ • t =rx Ar r1 4 ` G�t�t . rk'ip z. ". < O A si RESIDENCE FOR CHASEBROOK CONST. CO. INC. MIAMI SHORES _ FLORIDA DATE 133VED - 23 -55 FIt1: NO. 5475 • • 92nd ST. kin 225' -15 1.Q 75 1 e 1 73 1 I LOT 13 , L0T 14 - 75 if! l 75 p,opett e I.P .. 2P6' a 4.Ot 15 Aeco I P. ; f 0 to 4 gd s io a1 td41, M. D. GARRIS CIVIL AND CONSULTING ENGINEER JUNL 16th, 1955 MIAMI, FLORIDA I hereby certify that the attaohgs1 sketch of survey,showe .a.true. survey of Lots 13,14 and 15 Dlook 3 of ' DAY" LUI2L 'according . to.= .the plat thereof recorded in plat book 44 at page. 63 of the public records of Dade County, Florida That the boundaries of the above described property have been' marked as 31-own on the attached 'sketch' That this property was vacant on June '15th," 1055, That the hedge is located'on the ,Test line: of this property AS eh,uwwn. That the pole is located on this property as shown;', That, there • aro no encroachments on .this property. by any structure: signed this 16th,, day `of June A. D. 1955 at Miami', Florida. M.` B. OARRh3 .iltor $ ' Registered Civil Engineer No. 3502., Land Surveyor No. 729 State of Florida i_. 4GM -.-� 7777 I If 1111111111 11!0 111111111 EAsr t 4-t _ 'A Fi:�4. •: -rrg. 0 O- O FT F RESIDENCE = FOR CHASEBROOK MIAMI SHORES ROBERT A R C M I A M I SOUTH NORTH E C F LO R I DA SHEET FILE;, NO 5475