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WINDOWS6" 12" MAX MAX MAX. DAYLIGHT 37" MAX. DOOR WIDTH 6" 12" MAX MAX ELEVATIONS MAX. a cn 03 DAYLIGHT STRIKE PLATES • 72" MAX. DOOR WIDTH MAX. DAYLIGHT REV. CO 1. ANCHOR OPTIONS 1/4" ELCO TAPCONS WITH 1 1/2" MIN. EMBEDMENT INTO CONCRETE BLOCK OR 114 S.M.S. WITH 1 1/2" MIN. EMBEDMENT INTO 2BY WOOD BUCK OR #14 S.M.S. X 1 1/2" IN METAL 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE 3. GLAZING. 5/16" OVERALL LAMINATED GLASS MADE UP TWO LITES OF 1/8" HEAT STR. GLASS WITH A 0.090" INNER LAYER FILM SAFLEX- KEEPSAFE MAXIMUM BY SOLUTIA INC. N.OA 101- 0205.02 GLAZING PENETRATION 0.533" 4. COLONIAL MUNTINS CAN BE APPLJED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) 110 X 1' PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. AF;;rarct as complying wilts the r= G h C 1N NOAOL_O � v _ iJiai L•2f °-duct Ceatttl Ebi �'iSisF el:, NOTES: FRANCISCO HERNANDEZ Fl. PE # 51393 Drawn By: RF Date: 9 - 1 6 -02 scat.: NTS Revision: Revision: DRAWING NO. FDI— 1 SHEET 1 OF 3 8' -0" 2' -6" 70.0 70.0 3' -0" 6' -8" 70.0 70.0 2' -6" 70.0 70.0 6" 12" MAX MAX MAX. DAYLIGHT 37" MAX. DOOR WIDTH 6" 12" MAX MAX ELEVATIONS MAX. a cn 03 DAYLIGHT STRIKE PLATES • 72" MAX. DOOR WIDTH MAX. DAYLIGHT REV. CO 1. ANCHOR OPTIONS 1/4" ELCO TAPCONS WITH 1 1/2" MIN. EMBEDMENT INTO CONCRETE BLOCK OR 114 S.M.S. WITH 1 1/2" MIN. EMBEDMENT INTO 2BY WOOD BUCK OR #14 S.M.S. X 1 1/2" IN METAL 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE 3. GLAZING. 5/16" OVERALL LAMINATED GLASS MADE UP TWO LITES OF 1/8" HEAT STR. GLASS WITH A 0.090" INNER LAYER FILM SAFLEX- KEEPSAFE MAXIMUM BY SOLUTIA INC. N.OA 101- 0205.02 GLAZING PENETRATION 0.533" 4. COLONIAL MUNTINS CAN BE APPLJED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) 110 X 1' PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. AF;;rarct as complying wilts the r= G h C 1N NOAOL_O � v _ iJiai L•2f °-duct Ceatttl Ebi �'iSisF el:, NOTES: FRANCISCO HERNANDEZ Fl. PE # 51393 Drawn By: RF Date: 9 - 1 6 -02 scat.: NTS Revision: Revision: DRAWING NO. FDI— 1 SHEET 1 OF 3 v •a v. v s � ANCHORS G6 FROM CORNERS AND THE REST 012' O.C. MAX. FOR ANCHOR OPTIONS SEE NOTE 11 ON SHEET 1 OF 3 (TYP FOR DOOR JAMBS) HORIZONTAL SECTIONS Aprroved Fs complying with the Frkrid2 E .;ding ode Dote OS C� 03 li OA!< • s • — Miamr:i Dede Fro Division ct Control 1 1/4' SHIM MAX. 11 • 01 4 2i -o FRANCISCO HERNANDEZ FL PE 1 51393 � '" 4 t Drawn eY RF oate: 9-1 6— 02 Scale: 1 /2 ~ -1 Revision: Revision: DRAWING NO. FDA -1 SHEET 20F3 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF 8" BUTT HINGE 6063 T5 10 SILICONE AS REQ'D DC 995 /PECORA 895 SILICONE 11 SW -L1 1 LOCK (LATCH) METAL 12 SW -L2 1 YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW -FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL :., , 14 SCREWS AS -REQ'D # 10 •X 1" SMS 15 SCREWS AS -REQ'D # 10 X 1 1/2" SMS 16 SW -30 AS -REQ'D APPLIED PERIMETER TRIM 6063 -T5 17 SCREWS AS -REQ'D # 8 X 1/2" SMS 18 SW -H 1 SURFACE MOUNT HANDLE METAL ( VERTICAL SECTIONS IMPACT GLASS. FOR INFO REFER TO NOTE #3 ON SHEET 1 OF 3 STRUCTURAL SIUCONE DOW CORNING OR SIMILAR 4 t ANCHORS ©6' FROM CORNERS AND THE REST 012" O.C. MAX. FOR ANCHOR OPTIONS SEE NOTE #1 ON SHEET 1 OF 3 (Ti'P FOR DOOR JAMBS) .078' FD HEAD (SW -38) O FD JAMB (SW -37) Ap rovt - as mi:plyingviith the Florida Eu:di gC e DI :te C) OE 03 NOA# rY - / /O4 2 Miami Dade P eruct Control Division 5.00' N 0 1 .i... .v I I Vvv \ (l V(1! LI\ O FD TOP & BOTTOM RAIL (SW -39) 5.00" O FD SILL (SW -40) 3.50" O FD FLAT FILL COVER (SW- 409280) 03 NI 0 FD ADAPTER(SW -47) 4.375 DUO .7 FD HINGE (SW -57) FD VERTICAL STILE (SW -36) 4- 2A FRANCISCO HERNANDEZ . FL PE + 51393 r 8 o z t Drown By: RF Date: 9-1 6— 02 state: 1 /2" -1 Revtslon: Revlston: DRAWING NO. FDI -1 SHEET 30F3 NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: 4 � A hJ A 0 v 0 N (il : --0 2 z T L 0 O i 37 50' - -J ____ _ - -- - 75.00' Total RNV ( PI l.Th y C> 36.15' r Z 0 4'CLF cn 2235' 0 22.20' >0 12 LOT 18 BLK 219 v C 0 r - do IV SJ 9.80' 4.85, J CL c° J� to 5' Wood F. 0 O W 00 Z ABBREVIATIONS: SV.K =SIDEWALK CBS= CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE= DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, F= FOUND, A/C. CONDITIONER PAD, P /C= PROPERTY CORNER, D/H=DRILLED HOLE, WIF =V,000EN FENCE, RES =RESIDENCE. CL -C LEAR, RB =REBAR, UE= UTILITY EASEMENT. CONC= CONCRETE SLAB, RM. OF WAY, DE =DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP =TYPICAL, M= MEASURED, R= RECORDED, ENCR= ENCROACHMENT, COMP= COMPUTER, ASH= ASPHALT, N/D =NAIL & DISC, S =SET, FEE =FINISH FLOOR ELEVATION, OIS =OFFSET, P /P =POVrER POLE, OHP- OVERHEAD POVERLINE, Wv1 =WATER METER IAOOD FENCE= MASONRY WALL =I 1 1 1 1 1 1 1 1 1 ELEVATION BASED ON LOC.( 3100 NW CONCRETE= CBM# N 566 ELV• 10.79 MAINTENANCE& DRAINAGE EASEMENT= M &D.E, TYPE OF SURVEY: BOUNDARY SURVEY SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID VV1THOUT THE SIGNA AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE I COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIEN UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEO VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITI RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUN CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND Z INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECO INSTRUMENTS, IF ANY, AFFECTINGTHIS PROPERTY. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE z LEGAL DESCRIPTION: LOT 17 SURVEY FOR: DEANNA DELLOSO, 175 N.W. 109TH ST., MIAMI SHORES, FLORIDA 33168. OF MIAMI SHORES EXTENSION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF liIAMT_ -DARE COUNTY, FLORIDA .10 • BLOCK 219 40 SUBDIVISION 43 AT PAGE i HEREBY CERTIFY That the survey represented thereon meets the minimum technical requirements adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Statutes. There are no encroachments, overlaps, easements appearing on the plat or visible easements other than as shown hereon. ADIS N. NUNEZ REGISTERED LAND SURVEYOR STATE OF FLORIDA #5924 FLOOD ZONE: X PANEL: 0090 DATE: 8/2/04 SCALE: 1 " =20' SUFFIX: J COMMUNITY # DWN. BY: F. Blanco DATE: 7/17/95 BASE: N/A 120652 JOB No. 04 - 1525 SINCE 1987 Bu co SURVEYORS INC. Engineers • Land Surveyors • Planners • LB # 0007059 555 NORTH SHORE DRIVE MIAMI BEACH, FL 33141 (305) 865 -1200 Fax: (305) 865 -7810 1 20 1/2' 37' 63 1/6' 74' 2e' 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 8 53.3 90.0 80,0 90.0 26 1/2' 37' 63 1/6' 74' - �� 3 4 53.3 90.0 80.0 90.0 3 5 90.0 80.0 90,0 4 53.3 90.0 80.0 90.0 8 53.3 90.0 80.0 90.0 37' 83 1/8' 74' 30 8/e 3 5 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 8 53.3 90.0 80.0 90.0 37' 83 1/6' 74' 3 5 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 8 53,3 90.0 80.0 90.0 24' 3 3 53.3 90.0 80.0 90.0 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 8 53.3 90.0 80.0 90.0 36' 3 4 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53,3 90.0 80.0 90.0 6 53,3 90.0 80.0 90.0 ' R g b 48 3 4 53.3 90.0 80.0 90.0 4 53,3 90.0 80.0 90.0 53.3 90.0 80.0 90.0 8 53.3 90.0 80.0 90.0 g Id 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53,3 90.0 80.0 90.0 8 53,3 90.0 80.0 90.0 BASED ON FTL -2318 DATED 8 -15 -99 TEST SIZE= 74" X 83" (XO) TEST LOADS= +120.0 -135.0 PSF DESIGN LOADS= +80.0 -90.0 PSF WATER INFILTRATION TEST 8.0 AND 12,0 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST +90.0 -90.0 PSF TYPICAL ELEVATION (X0) IMPACT RESLSTANT WINDOW NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART FALSE MUNTiNS (SURFACE APPUED) MAY BE USED PRODUCT RENEWED as complying with the Florida Balding Code Amputate No • , // Es. • , Deb, ;7TF)1t, By Miami 1-12, -v'5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Ek MH DaM 8-16-99 59011c 1 /2 "a 1 ' Reiarx 1 -7 -03 Revfatam DRAINING NO. HS99-04 SHEET 1 OF 3 4 , • • • . ATTACHMENT TO MASONRY VERTICAL SECTION 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) ATTAOMENT TO WOOD DETAIL /16' 949 1 1_/_2" MIN. PENETRATION INTO W000. (F NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) WINDOW WIDTH (2) 2' WEEP PS VERTICAL SECTION WITH SILL RISER ' ' ; •, 3/1 TAPCONS 1 1/4." MIN. :,. EMBEDMENT INTO MASONRY (FOR NUMBER Cr ANCHORS • /A AN NND SH M SPACING REFER .) W000 BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. ,i/4." MAX. 1' - " 77" 4 SHIM SPACE IMPACT RESISTANT WINDOW ATTACHMENT TO WOOD VERTICAL SECTION rf !• ATTACHMENT TO MASONRY DETAIL 3/18' TAPCONS 1 1/4' MIN. EMBEDMENT �• , INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. • SPACING REFER TO SHEET 3.) PRODUCF RENEq+(CS as c omp/yin Kith the P i* B4 h,1 Code Ei� • No BY Mk la GLAZING MATERIAL : 3/8' OVERALL LAMINATED GLASS USING Two LIGHTS OF 1/8" HEAT STRENGTHENED GLASS WITH AN 0.010' INTVLAYER FTUM, GLASSLAM SAF'EtY PLUS, MO 3/8' WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET S -10, ON EACH SIDE OF' FILM AT PERIMETER EDGE. METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A BLACK C SILICONE, N40 AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BI:TW J N k40 GLASS. GLAZING BEAD WAS FAED TO FRAME IN TEST UNIT WITH NO. 8 BY 1' FHSMS TWO AT EACH HORIZONTAL BEAD AND THREE AT EACH VERTICAL BEAD 3/16' SMS 1 1/2' MIN. PENETRATION INTO W000 (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) FRANCISCO HFRNANDEZ FLORIDA PE / 81393 " W I Z PAR 12111 2 SW -0t9 1 FRAME Sill. 8063 --11 3 SWxa x21 1 INSERT TRACK 6083 -T8 6 SW -012 2 SUOER TOP/BOTTOM RAIL 0083 --15 ' 6 SW3019 AS RQO FIN SEAL PILL FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -16 10 SWI4O111 1 FIXED MEE11S0 RAN. 6063 -15 11 SP--AS AS RQO ASSEMBLY SCREWS j 8 X 1" SMS. 12 SW-013 1 JAMB TO MOVING PANEL 6063 —T6 13 SW-018 1 MOVING SIDE PAIL 0083 -16 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 18 SW -887 AS RQO LATCH ZINC 16 SW - 8 1 2 /SILL RETICULATED FILTER FOAM 11 SW40771 1 SILL RISER 6063-15 18 SW -014 1 JAMB TO FIXED PANEL 6083 -16 19 - AS RQO SIUCONE DC -796 OR SIMILAR 20 SW -101 AS RQO IMPACT GLAZING BEAD 8063 -18 21 SW -STL 1 3/8' X 3/4" FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS # 8 X 2 1/2" SMS. r i JAMB TO FIXED PANE. 8063 7 IMPACT GLAZING BEAD SSW -101 6063 -T8 FIXED MEETING RAN. SW -40111 6083 -T6 MOVING MEETING RAN. 8083 -T6 0.082 T 2.077 --*� FRAME JAMB TO MOVING PANEL SW -013 6083 -T6 FRAME HEAD AND SU. SW-019 6063 -T6 0.692 0.810 k- SUDER TOP AND BOTTOM RAIL SW -012 8083 -T6 t .8760 1.00 MOVING SIDE RAIL SW -016 6083 -T3 0.060 INSERT TRACK SW -xxx21 8083 -T6 SILL RISER SW -40771 6083 -T5 0.w V;i ▪ $161648elMw11 CC ,la,ohso aoMM 11.7 K pw FRANCISCO FLORIDA PP a 513139 1 gi 1' Ora* % IL. oat« 8- -18 -99 swiss 1/2 " =1" R.vhMerr.4 —7 -03 tievislam DRAWS n0. HS99-04 SHEET 3 OF 3 9 SW -AS AS R E Q ASSEMBLY SCREWS I F 8X1• PH PHIWP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW4335, 2/VENT LATCH 6063 -T5 12 SW1820 AS RQO SEAL PILE FELT 13 SW3257 AS RQO WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE 0C- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 26 1/2' 3 50 37' 4 53 1/8' 5 73 3/4' 8 WINDOW HEIGHT ANCHORS PER JAMB 26' • 3 38 3/8' 4 50 5/8' 5 63' 6 73 3/4' 8 • • • _ • f VERTICAL SECTION w N - Z r LATCH OPTION W ( N A O k • ; APPROVED AS COMPLYIN G SOUTH FLORIDA BUILDING CODE DAT. OZ BY _ PRON./ ROL DIVISION 'es-) CC A - U� � CC 8 WITH THE DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT !ACT =RESISTANT WINDOW GLAZING 0 GLASS OPTIONS: A) 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STRENTHENED LASS WTTH AN 0.010' INTERiAYER FILM, GLASSLAM SAFETY PLUS MID A 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE BUILDI CODE COMPLIANCE Of CPF FILM AT PERIMETER EDGE. • nCEPiAtICE NO.�' D 0 = 8) 3/8' OVERALL LAMINATED CLASS USING TWO LIGHTS OF 1/8' HEAT STRENTHENED LASS WTTN AN 0.090' INTERLAYER FILM, DUPONT WITH •B METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO N0. 8 X 3/4' PHSMS PER BEAD. L_ 1 BY OR 2 BY WOOD BUCK 3/8' MAX. • .1 • •SHIMS HORIZONTAL SECTION • a • •• e• AD • f . g. 0 z TYPICAL ANCHORS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ANCHORS: INTO 2BY W000 BUCKS 3/16' TAPCONS WITH 1 INTO 1BY W000 BUCKS 3/16' TAPCONS WITH 1 WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 BASED ON FTL -=19 / DATED 8 -1 -98 TEST SIZE= 53 1/8 X 73 3/4 (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION ZEST= 10.5 PSF TESTED GLASS= _3/8 HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 —90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR W000 STUCTURE 1/2' MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4' MIN. EMBEDMENT INTO MASONRY. -2 6 -00 FRANCISCO HERNANDEZ FL PE, 51393 NA§ gala t7 � En En Drown O JN Data: 3 -25 -99 Seole: 1/2"=1" Ravtatona -25 0 0 Reviaton: DRAWING NO. SH98 -04 SHEET 5OF5 flVM 1 . ?And/ RRQD. D'idBOUTIION MAMMAL 3 SW -011 2 FRAME JAMB 6063 -T5 SW -012 .2 SASH SIDE RAIL 6063 -T5 10 ,! SW -8202A 4/VENT FACE GUIDES NYLON {_14; - SW -1520 AS RQD ' GLAZING TAPE FOAM 15 - SW -018 AS RQD GLAZING BEAD 6063 -T5 A 15 '' SW -540 . 2 SPIRAL BALANCE ALUMINUM I -. 17 • SW -3082 AS RQD WEATHER Slkir BULB VINYL WINDOW WIDTH MATERIAL LIST (HORIZONTAL SECTION) PRODUCT RENEWED 0 1-0.0, O1 ACCEPTANCE Na EXPIRATION D Dy HORIZONTAL SECTION ZZ tan r it O. OL ►TvtstON BUILDING CODE COMPLIANCE OFFICE TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 2 BY _ PROOU+ CO. '' DIVISION BUILDI COOE COMPLIANCE OFFICE ACCEPTANCE NO. 0° Q 4 o 3.0 T 2.127 2750 SW -014 6063 -T5 0.062 0. .: 1--- 2.078 -- j FRAME SILL SW -52101 6063 -T5 �• 1.890 --►I 0.082 ---1 1.000 SASH BOTTOM SW -43355 6083 -T5 2.314 2.000 1 1.250 0.687 SW -016 8063 -T5 0.937 �-- FRAME JAMB SW -011 6083 -T5 f ---- 2.077 --4-1 FRAME SILL SW -013 6063 -T5 1.437 SW -015 6063 -T5 1 ----}- 0.592 T ,1 0.050 --� 0.8 10 I-- SASH SIDE RAIL SW-012 6063 -T5 3.250 1.625 --i --I 1.000 I--- SASH BOTTOM RAIL SW -40770 6063 -T5 H 1.043 1--- T 1.059 LATCH BOTTON RAIL SW -43353 6063 -T5 .x171 I r rW L SW -017 6063 -T5 0.094 SILL RISER SW -40771 • 6063-15 3 -25 -op FRANCISCO HERNANDEZ FL PEI 51393 11 SW -687 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6083 -T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3' RISER 6083 -T5 19 SW- 40770 1 BOTTOM RAIL/3'RISER 6083 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6083 -T5 . • • • t 13 ,1/2' WEEP. SLOTS AT EACH END • • LIGHT DUTY 0 : 3/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ... 02 BY /. - -- PROM) CO. ..01. DIVISION ' BUILDING CODE COMPLIANCE 1 ICE ACCEPTANCE NO CO -' 440 3.0 2' SLL LATCH • I N "o3 n1 TYPICAL ANCHORS SEE ELEVATION FOR SPACING v.r . rxriw«. utwu�v wmrvvnu AM; VU9LINV I (Art UN CAIUUIJN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 19 1/2' WEEP SLOTS AT EACH END M MEDIUM AND HEAVY DUTY 5/8` X 5/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY 0o 1/2' WEEP SLOTS AT EACH END L- _ _ 1 BY OR 2 BY WOOD BUCK LIGHT DUTY 1/2' WEEP SLOTS AT EACH END 3 -Zs - 0 FRANCISCO HERNANDEZ FL PE f 51393 1 BY OR 2 BY WOOD BUCK MEDIUM AND HEAVY DUTY tg Drawn By JN Dot.: 3 -25 -99 Scab: 1 /2 " =1 " Revision: Revision: DRAWING NO. SH98 -04 SHEET 3 OF 5 ' PER MAD AND PER JAIL . DSB -ANN. MASS 3/16 ANN. CuL/1.X5 3 /!0" SAMON3 A 1}4 1n-UM 10 A MUM; N 1 4" 1/ IAYWI'(3 1/4 1AYWPI3 WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 10 1/6' 2e' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2e 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 J74 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 531/x' 4 60.7 60.7 67.5 67.5 60.7 60.7 88.7 122.5 98.0 98.0 113.1 122.5 98.0 98.0 122.5 122.5 98.0 98.0 1113.1 122.5 98.0. 98.0 122.5 122.5 98.0 98.0 184.8 184.8 10 . 1/6• _. 38 3/8• : 2 3 26 ,1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 1 122.5 98.0 184.8 ti 5r, - . 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 53 ,1/x• 4 60.7 64.8 60.7 64.8 90.6 . 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 10 1/8• f .. ' . ao : e / 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 20 1/2' 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53; 1/8' 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 ' 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 ' 4 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 *VW . 74. 1/4' 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 1/2' 2 60.7 67.5 60.7 y 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 -- 3T 3 51.4 51.4 60.7 71.5 71.5 71.5 933 93.3 -12 -94 17vFR 1) PSF PSF PSF 71.5 71.5 93.3 93.3 98.0 140.8 BASED CM WT1 -16143 GATED 7 -12 -94 TEST SIZE- 53 1/6' x 63 (1 CHER 1) TEST WADS.. +70.0 -70.0 PSF DE5/GN LOADS- +48.7 -443 PSF WATER INFILTRATION TEST- 9.1 PSF 1t3TT..0 GLASS- DSO ANNEALED BASED ON m -18175 DATEL(7 TEST sat- e3 1 /a• x 63' (1 TEST LOADS= +105.0 -105.0 [jGH LC S- +70.0 -70.0 WATER INFILTRATION TEST- 14.7 TESTED GLASS- 3/16' ANNEALED BASED TEST SQE• TEST LOADS= DESIGN WATER ON YTL -16176 DATED 7 -12 -94 53 I /a' X 63' (1 OY R 1) +1 S 5.0 -156.0 PSF WAS- +93.0 -104.0 PSF Fff1URATION TEST- 14.7 PSF GLASS- 3/16' ANNEALED ItbIt17 APPROVED AS LvMPLYlNG WITH THE SOUTH FLORIDA BUILDING CODE DA Z 0 2 alga o 8Yt » tom PROD" CO' T' el DIVISION BM • DE COMPLIANCE OfFICE ACCEPTANCE HO.0 - D 403. 03 TYPICAL ELEVATION 1 OVER 1 FALSE MUNT1NS (SURFACE APPIJED) MAY BE USED PRODUCT RENEWED ACCEPTANCE No. 0 VI ?AO EXPIRATIQ, PRODUCT CONTROL DI VISTO . N BUILDING CODE COMPLIANCE OFFICE Z5 -o FRANCISCO HERNANDEZ FL. PEI 51393 ZO 67 D rown er NN Date: 3 -25 -99 Scab: 1 /2 " =1 RevtiIon;3 -25 -0Q Revteton: DRAWING NO. SH98 -04 SHEET 1 OF ANCHORS SEE CHART WINDOW HEIGHT 11 It 11 II II I! 11 11 11 11 .11. Jt. - 1r it II 11 / 11 � 11 r I �I II II I I I I I II II I I II 11 II 11 11 11 II 11 1 11 1 II II II 1 MAX..] o 1...24" WINDOW WIDTH APPROVED AS LvMPLYlNG WITH THE SOUTH FLORIDA BUILDING CODE DA Z 0 2 alga o 8Yt » tom PROD" CO' T' el DIVISION BM • DE COMPLIANCE OfFICE ACCEPTANCE HO.0 - D 403. 03 TYPICAL ELEVATION 1 OVER 1 FALSE MUNT1NS (SURFACE APPIJED) MAY BE USED PRODUCT RENEWED ACCEPTANCE No. 0 VI ?AO EXPIRATIQ, PRODUCT CONTROL DI VISTO . N BUILDING CODE COMPLIANCE OFFICE Z5 -o FRANCISCO HERNANDEZ FL. PEI 51393 ZO 67 D rown er NN Date: 3 -25 -99 Scab: 1 /2 " =1 RevtiIon;3 -25 -0Q Revteton: DRAWING NO. SH98 -04 SHEET 1 OF ANCHORS SEE CHART WINDOW HEIGHT F tN • • a 11 ii 1/4' I lEMPEREDIGLASS II 1 11 if ,r 11 11 1 II 11 11 11 II NN 11 11. 11 11 1/4' iMPERED;;GLASS II 11 11 II 11 11 11 II r WINDOW WIDTH 14 MAX. SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING YJMTH THE SOUTH FLORIDA BUILDING CODE PROD T ROL DIVISION BUILD CODE COMPLIANCE OFFICE ACCEPTANCE NO 09- 04 0 3.07- PRODUCT RENEWED ACCEPTANCE No. O 1. "OZ •6Z EXPIRATION DATE 1 t ZL 14° 1 Dy RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 3 - -Op FRANCISCO HERNANDEZ FL PE, 51393 - a s . g inAiqt2 12 1 Drawn D JN Date: 3 -25 -99 soak: 1 /2 =1 Revialon3 -25-00 ReValon: DRAWING NO. SH98 -04 SHEET 2 0F5 JAMB ANCHORS SEE CHART WINDOW HEIGHT PER I� lAM>3 3/16' TAP X NS I}4' TAPCONS 3/16" TAPCOIV3 I/4' TAPCONS WIDTH HEIGHT AND EXT. INT. EXT. I NT. EXT. I NT. EXT. I NT. 19 1/8 . : ' 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 28:1/2' 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 3r 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 53 1/8' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/e' 3e 3/8 _ 2 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 28 '1/2' 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 ea 1 /e• 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 19 1/8' 50 5/5 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 28 1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 ` 3Y 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 53 1/6' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 19 1/8' ..a 2 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 281/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 ,: ar ` 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 831/8; 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 191/8' 741/4 ' 2. 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 26 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 3Y 3 66.7 85. 66.7 155.0 75.0 85.8 75.0 155.0 53 1/6' 4 66.7 69.8 66.7 75.0 69.8 09.8 75.0 75.0 BASED ON TEST SIZE= TEST LOADS= DESIGN LOADS= WATER INFILTRATION FTL -1837 DATED 11 -19 -97 53 1/8' X 74 1/4' (1 OVER 1) +112.5 -112.5 PSF +75.0 -75.0 PSF TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3' HIGH SILL. 1/4' TEMPERED itSit D GLASS= F tN • • a 11 ii 1/4' I lEMPEREDIGLASS II 1 11 if ,r 11 11 1 II 11 11 11 II NN 11 11. 11 11 1/4' iMPERED;;GLASS II 11 11 II 11 11 11 II r WINDOW WIDTH 14 MAX. SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING YJMTH THE SOUTH FLORIDA BUILDING CODE PROD T ROL DIVISION BUILD CODE COMPLIANCE OFFICE ACCEPTANCE NO 09- 04 0 3.07- PRODUCT RENEWED ACCEPTANCE No. O 1. "OZ •6Z EXPIRATION DATE 1 t ZL 14° 1 Dy RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 3 - -Op FRANCISCO HERNANDEZ FL PE, 51393 - a s . g inAiqt2 12 1 Drawn D JN Date: 3 -25 -99 soak: 1 /2 =1 Revialon3 -25-00 ReValon: DRAWING NO. SH98 -04 SHEET 2 0F5 JAMB ANCHORS SEE CHART WINDOW HEIGHT 4 a 9 -4 . (#,0f. Zr /O ° c f r: :. 0 6frNE� - 1f • 6 F}tpos (a_ .1eyyyetrS /( e4c. r ¢tA.r t .!n' $1 i re.` o ; L • nlvr � i. Cia % /N efe 10.1 T i ttur 4 .� /xEa rv?;lfolv,J,E4a J . eft Orfil ,4 C. /NT_.,,,�ctIt lidd,ef .Sracoc r r e82 A C'.FPp 45 74'4. r_ �f/ae . Z4c,v ' i �!?. /Al ee,r.7 I- i ".(1. Ae ( 43f4 ,_ ,r' _ <'o.,rei C o #ie %i,►• o . ! -1,Ic '4t. •C1orvis; 'Zas'e/'_ , X ?-1 11d'd 1 ho , #f /r,,G; 2:.5NE /ies /2 "cd ce �v�?� p �✓.�; five' / 0,e4 r, • • • Cr I crs\ 42e JUri. To 1„)i Ac ti te) R6o?i 4141.1. CtitAIL AP. r.xcePt AO f ED • Le i / -ec; 1 % 7t42. ,[:111 11012.11[ TrITTPTEN $.4 pg di t (Cf7i.; ?...f If 4F 1c 1 4 -- f-1-14 r-- ! I 1 I 1 1 „,. T r r'i - ..k 1 ! - --- _ ............ . .. ., . 7 i ce. , 1 ,- ,..",.. 7 - , • • • Cr I crs\ 42e JUri. To 1„)i Ac ti te) R6o?i 4141.1. CtitAIL AP. r.xcePt AO f ED • Le i / -ec; 1 % 7t42. ,[:111 11012.11[ TrITTPTEN $.4 pg di t (Cf7i.; ?...f If 4F 1c 1 DOOR SCI- IEDULF NO. TYPE DOOR SIZE CORE MATERIAL F;RE FRAMES THRESHOLD CLOSER 40 DU HRRE REMARKS PNL H W TH S H DOOR RATING TYPE MAIL. TYPE MATL. 01 -A - - e' -O' 3' -0' 1 3/4' 0 SCWD. - - ALUM. ALUM. DECORATIVE. AS SELECTED EY OWNER 01 -8 - - 8' -0' 5' -4' 1 3/4' AL/GL. • - ALUM. ALUM. DOUBLE SWINGING 2 - - 8' -0' 6' -0' 13/4' WD. - - ALUM. - ALUM . WIN DOUBLE SGING 3 - • S' -0' 2'-6' 1 3/S' SCWD - ALUM - ALUM. SWINGING 4 - - B' -0' 2' -6' 1 3/8' WD - ALUM - ALUM. SINGLE POCKT WINDOWS SCI-IEDULE PLAN MARK HEIGHT WIDTH TYPE REMARKS 01 4' -O' 4' -0' 5' -1• SINGLE HUNG 11.1 • LL GLASS IN WINDOWS TO BE CLEAR FIXED ' - LL GLASS N WINDOWS TO BE CLEAR 02 4' -0' 03 4' -0' 4' -0' FIXED '• LL GLASS IN WINDOWS TO BE CLEAR NOTES: GENERAL 1. DIMENSIONS OF EXIST. ELEMENTS ARE BASED ON SURVEY AND EXISTING PLANS CONTRCATOR SHALL VERIFY IN FIELD ALL DIMENSIONS PRIOR TO ISSUING A BID CONDITIONS VERIFY EXISTING AND NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES RELATIVE TO CONTRACT CUMENTS PRIOR TO PROCEEDING WITH THE WORK. 2. VERIFY DIMENSIONS AND ELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL AND /OR ORDERS. PLACING MATERIALS NOTIFY OWNER'S REP. ANY VARIATION ROM PLANS. 3, COORDINATE WITH THE NER ACCESS TO THE SITE AND SECURITY ISSUES. 4. PROVIDE, MAINTAIN, AND REMOVE TEMPORARY PROTECTION, DUST AND NOISE CONTROL 5. PROTECT EXISTING ITEMS TO REMAIN. PATCH AND REPAIR SURFACES DURING CONSTRUCTION MATCH WITH MATERIALS TO EXISTING ADJACENT EXISTING MATERIALS, 6. COORDINATE CUTTING, PATCHING AND INSTALLATION OF CONCEALED ITEMS BY DIFFERENT TRADES, IN ORDER TO EVENT DELAY OR DAMAGE THE WORK. 7. MAINTAIN ON SITE AT ALL TIMES A COMPLETE SET OF CONTRACT DOCUMENTS. UPDATE AND RETURN DOCUMENTS TO THE OWNER UPON COMPLETION OF THE WORK. 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR AN ACCEPTABLE INSTALLATION OR )N OF ANY PART OF THE WORK SHALL BE INCLUDED UNDER THE THE SAME CONDITIONS AS IF HEREIN SPECIFIED OR INDICATED 9. ALL WORK ON THESE WINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT WHERE SPECIFICALLY NOTED "EXISTING ". 10. FOR ALL PREFABRICATED EQUIPMENT VERIFY EXACT DIMENSIONS AND MOUNTING /INSTALLATION PRIOR TO INSTALLING. (VIDE ALL MATERIALS AND LABOR IN NECESSARY FOR THE INSTALLATION. A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL (WHEN APPLICABLE) IS REQUIRED FOR EXTERIOR DOORS THE FOLLOWING: RAILINGS ROOFING DOWS STORM SHUTTERS HANDRAILS WINDOW & OR NOTES: 1. ALL DIMENSIONS AND MASONRY OPENINGS SHALL BE VERIFIED WITH MANUFACTURER PRIOR TO COMPLETING THE MASONRY WORK ON THE OPENINGS. 2. WINDOW & EXTERIOR DOOR CONTRACTOR SHALL OBTAIN AND PAY FOR SEPARATE PERMIT. 1 WINDOWS SHALL COMPLY WITH DADE COUNTY WIND AND IMPACT REQUIREMENTS. CONTRACTOR SHALL ESTIMATE DADE COUNTY APPROVED 'IMPACT' WINDOWS AS BASE BID AND APPROVED STANDARD WINDOWS WITH APPROVED SHUTTERS AS AN ALTERNATE. 4. ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST REQUIREMENTS OF THE SFBC & LOCAL ORDINANACES. 5. ALL DOOR HARDWARE SHALL BE LEVEL TYPE, STYLE AND FINISH AS SELECTED BY OWNER. PROVIDE 3 HINGES AT EACH DOOR. 6. PROVIDE 1 "X4" P.T. WD. BUCK, EMBED WITH CAULK AND SECURE WITH HILTI PINS CRS 099 -112 HC AT 12" O.C. , 3" FROM TOP & BOTTOM. OR PER MANUF. APPROVED ASSEMBLY. 7. BATHROOM DOORS SHALL BE THE TYPE THAT ALLOW OPENOING FROM OUTSIDE IN CASE OF AN EMERGENCY. CLOSET LATCHES SHALL BE THE TYPE THAT CHILDREN CAN OPEN FROM INSIDE THE CLOSET. 8. EXTERIOR THRESHOLD SHALL BE WATERTIGHT. 9. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREENS 10. EGRESS WINDOWS: WINDOWS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF TOOLS AND SHALL HAVE A MINIMUM CLEAR WIDTH OF 20" , A MINIMUM CLEAR HEIGHT OF 24" AND A MINIMUM AREA OF 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" FROM THE FLOOR, NOR MORE THAN 20 FT. FROM THE EXTERIOR GRADE. e l 10 IVVV 1 VMZR 7 1 RCM 1 IVIIMIVii unvnG l 1 n uL#r1 z v ' co X u1 EXIST. STEEL COLUMN 14'-6' FAMILY ROOM (j FIN. FLR ELEV. -0=V - 11.50' N.aVD. 1 EP 3' -0' -~ CLEAR \/'� 1 EXIST. STEEL COLUMN (TYP.) • i EXIST. STEEL COLUMN REF/FRZ 5' Q EXISTING PORCH FN. FLR ELEV. -0' -5 1.92' N.G.VD. 48X4S�^ FIXED 2Rs5 T : 0' 5 FLOOD INFORMATION: FLOOD ZONE IS: X. - SEE ATTACHED EEVATION CERTIFICATE. WS. 1 / EXIST. FIREPLACE BLOCK UP EXISTING OPENING 5'-4' EXISTING DINING ROOM Y FIN. FLR ELEV. 0'- 2.34' N.G.V.D. EXISTING LIVING ROOM 15' -m' NEW DOUBLE SWINGING DOOR 5 NOTE: ALL WINDOWS TO BE REPLACED WITH SAME WINDOW OPENING EXCEPT WI-ERE INDICATED (REFER TO SI -IEET A -2 FOR MORE INFORMATION) 3 5' -0' l' -9' E1 FLOOR PLAN 5' 5'-2' POCKET ( 04 EXISTING BEDROOM A/C I• •1 EXISTING MASTER BEDROOM CL CL 25' -4' BLOCK UP EXISTING OPENING EXISTING BEDROOM ..I. 1 4 , 1 1 1 REMOVE EXISTING CLOSETS NEW BLOCK UP OPENING INMIO CODE COMPLIANCE NOTES: TERMITE PROTECTON NOTE 'BUILDING CS) SHALL NAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAUDS ESTABLISHED BY "FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. A 'CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT. SHOWER COMPARTMENT FINISH: THE SHOWER COMPARTMENT MUST BE FINISHED IN SMOOTH, IMPERVIOUS MATERIALS T A MINIMUM HEIGHT OF 10 INCHES. TYPICAL PARTITION 1- TYPICAL NON LOAD BEARING INTERIOR PARTITION TO BE 25 GA. METAL STUD AT 18: O.C. WITH 2 "X4' WOOD STUDS AT EACH SIDE OF DOOR OPENINGS. PARTITION REINFORCEMENT: - BEHIND WALL HUNG PLUMBING FIXTURES AND WALL CABINETS PROVIDE 20 GAGE STUDS e 16" O.C. MAX. IN ADDITION, BLOCK -UP W/ 2 "X4" WOOD. - VERTICALLY AND HORIZONTALLY AS REQUIRED TO FACILITATE NAILING. TYPICAL FIRESTOP FIRESTOP ALL CONCEALED SPACES AT STUD PARTITIONS AND FURRED SPACES TO LIMIT A MAX. DIMENSION OF 8' -0' VERT., PER F.B.C. 2320.2.1 SAFETY GLASS AT HAZARDOUS LOCATION THE FOLLOWING LOCATIONS SHALL HAVE CAT II SAFETY GLASS PASSING CPSC 16 -CFR TEST: 1. GLAZING IN ALL SWINGING AND SLIDING DOORS. 2. ALL GLAZING IN SHOWERS AND TUB ENCLOSURES FOR THIS PROJECT. 3. ANY GLAZING PANELS OTHER THAN THOSE DESCRIBED ABOVE THAT MEET ALL OF THE FOLLOWING: A. EXPOSED AREA OF PANE GREATER THAN 9 SQ. FT. B. BOTTOM EDGE LESS THAN 18" FROM THE FLOOR. C. TOP EDGE GREATER THAN 36" FROM THE FLOOR. D. ONE OR MORE WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE PLANE OF GLAZING. 4. GLAZING IN RAILINGS - IF ANY N.A. 5. GLAZING ENCLOSING INDOOR SWIMMING POOLS AND SPAS. N.A. NOTE: ALL EXTERIOR GLAZING IN THIS PROJECT WILL BE IMPACT RESISTANT. ttf 1 :1 VA 2 11 2,2J U cc N I N 0 0 U J r 0 z C a U 2 • • • OSc 1=11 . "Ice 131 V ,. , S J L E E `del I 1=1.C� ► OHS 1 W`d1 W ����I�S •P 0 L MN SL L drawing Title SITE PLAN ZONING DATA Revision mate 1 PER BLDG. DPT. COMMENTS 3 -2 scal: As Shown Date 03 -02 -06 Dwg : A -1 NOTES: GENERAL 1. DIMENSIONS OF EXIST. ELEMENTS ARE BASED ON SURVEY AND EXISTING PLANS CONTRCATOR SHALL VERIFY IN FIELD ALL DIMENSIONS PRIOR TO ISSUING A BID CONDITIONS VERIFY EXISTING AND NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES RELATIVE TO CONTRACT CUMENTS PRIOR TO PROCEEDING WITH THE WORK. 2. VERIFY DIMENSIONS AND ELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL AND /OR ORDERS. PLACING MATERIALS NOTIFY OWNER'S REP. ANY VARIATION ROM PLANS. 3, COORDINATE WITH THE NER ACCESS TO THE SITE AND SECURITY ISSUES. 4. PROVIDE, MAINTAIN, AND REMOVE TEMPORARY PROTECTION, DUST AND NOISE CONTROL 5. PROTECT EXISTING ITEMS TO REMAIN. PATCH AND REPAIR SURFACES DURING CONSTRUCTION MATCH WITH MATERIALS TO EXISTING ADJACENT EXISTING MATERIALS, 6. COORDINATE CUTTING, PATCHING AND INSTALLATION OF CONCEALED ITEMS BY DIFFERENT TRADES, IN ORDER TO EVENT DELAY OR DAMAGE THE WORK. 7. MAINTAIN ON SITE AT ALL TIMES A COMPLETE SET OF CONTRACT DOCUMENTS. UPDATE AND RETURN DOCUMENTS TO THE OWNER UPON COMPLETION OF THE WORK. 8. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR AN ACCEPTABLE INSTALLATION OR )N OF ANY PART OF THE WORK SHALL BE INCLUDED UNDER THE THE SAME CONDITIONS AS IF HEREIN SPECIFIED OR INDICATED 9. ALL WORK ON THESE WINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT WHERE SPECIFICALLY NOTED "EXISTING ". 10. FOR ALL PREFABRICATED EQUIPMENT VERIFY EXACT DIMENSIONS AND MOUNTING /INSTALLATION PRIOR TO INSTALLING. (VIDE ALL MATERIALS AND LABOR IN NECESSARY FOR THE INSTALLATION. A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL (WHEN APPLICABLE) IS REQUIRED FOR EXTERIOR DOORS THE FOLLOWING: RAILINGS ROOFING DOWS STORM SHUTTERS HANDRAILS WINDOW & OR NOTES: 1. ALL DIMENSIONS AND MASONRY OPENINGS SHALL BE VERIFIED WITH MANUFACTURER PRIOR TO COMPLETING THE MASONRY WORK ON THE OPENINGS. 2. WINDOW & EXTERIOR DOOR CONTRACTOR SHALL OBTAIN AND PAY FOR SEPARATE PERMIT. 1 WINDOWS SHALL COMPLY WITH DADE COUNTY WIND AND IMPACT REQUIREMENTS. CONTRACTOR SHALL ESTIMATE DADE COUNTY APPROVED 'IMPACT' WINDOWS AS BASE BID AND APPROVED STANDARD WINDOWS WITH APPROVED SHUTTERS AS AN ALTERNATE. 4. ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST REQUIREMENTS OF THE SFBC & LOCAL ORDINANACES. 5. ALL DOOR HARDWARE SHALL BE LEVEL TYPE, STYLE AND FINISH AS SELECTED BY OWNER. PROVIDE 3 HINGES AT EACH DOOR. 6. PROVIDE 1 "X4" P.T. WD. BUCK, EMBED WITH CAULK AND SECURE WITH HILTI PINS CRS 099 -112 HC AT 12" O.C. , 3" FROM TOP & BOTTOM. OR PER MANUF. APPROVED ASSEMBLY. 7. BATHROOM DOORS SHALL BE THE TYPE THAT ALLOW OPENOING FROM OUTSIDE IN CASE OF AN EMERGENCY. CLOSET LATCHES SHALL BE THE TYPE THAT CHILDREN CAN OPEN FROM INSIDE THE CLOSET. 8. EXTERIOR THRESHOLD SHALL BE WATERTIGHT. 9. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREENS 10. EGRESS WINDOWS: WINDOWS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF TOOLS AND SHALL HAVE A MINIMUM CLEAR WIDTH OF 20" , A MINIMUM CLEAR HEIGHT OF 24" AND A MINIMUM AREA OF 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" FROM THE FLOOR, NOR MORE THAN 20 FT. FROM THE EXTERIOR GRADE. e l 10 IVVV 1 VMZR 7 1 RCM 1 IVIIMIVii unvnG l 1 n uL#r1 z v ' co X u1 EXIST. STEEL COLUMN 14'-6' FAMILY ROOM (j FIN. FLR ELEV. -0=V - 11.50' N.aVD. 1 EP 3' -0' -~ CLEAR \/'� 1 EXIST. STEEL COLUMN (TYP.) • i EXIST. STEEL COLUMN REF/FRZ 5' Q EXISTING PORCH FN. FLR ELEV. -0' -5 1.92' N.G.VD. 48X4S�^ FIXED 2Rs5 T : 0' 5 FLOOD INFORMATION: FLOOD ZONE IS: X. - SEE ATTACHED EEVATION CERTIFICATE. WS. 1 / EXIST. FIREPLACE BLOCK UP EXISTING OPENING 5'-4' EXISTING DINING ROOM Y FIN. FLR ELEV. 0'- 2.34' N.G.V.D. EXISTING LIVING ROOM 15' -m' NEW DOUBLE SWINGING DOOR 5 NOTE: ALL WINDOWS TO BE REPLACED WITH SAME WINDOW OPENING EXCEPT WI-ERE INDICATED (REFER TO SI -IEET A -2 FOR MORE INFORMATION) 3 5' -0' l' -9' E1 FLOOR PLAN 5' 5'-2' POCKET ( 04 EXISTING BEDROOM A/C I• •1 EXISTING MASTER BEDROOM CL CL 25' -4' BLOCK UP EXISTING OPENING EXISTING BEDROOM ..I. 1 4 , 1 1 1 REMOVE EXISTING CLOSETS NEW BLOCK UP OPENING INMIO CODE COMPLIANCE NOTES: TERMITE PROTECTON NOTE 'BUILDING CS) SHALL NAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAUDS ESTABLISHED BY "FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. A 'CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT. SHOWER COMPARTMENT FINISH: THE SHOWER COMPARTMENT MUST BE FINISHED IN SMOOTH, IMPERVIOUS MATERIALS T A MINIMUM HEIGHT OF 10 INCHES. TYPICAL PARTITION 1- TYPICAL NON LOAD BEARING INTERIOR PARTITION TO BE 25 GA. METAL STUD AT 18: O.C. WITH 2 "X4' WOOD STUDS AT EACH SIDE OF DOOR OPENINGS. PARTITION REINFORCEMENT: - BEHIND WALL HUNG PLUMBING FIXTURES AND WALL CABINETS PROVIDE 20 GAGE STUDS e 16" O.C. MAX. IN ADDITION, BLOCK -UP W/ 2 "X4" WOOD. - VERTICALLY AND HORIZONTALLY AS REQUIRED TO FACILITATE NAILING. TYPICAL FIRESTOP FIRESTOP ALL CONCEALED SPACES AT STUD PARTITIONS AND FURRED SPACES TO LIMIT A MAX. DIMENSION OF 8' -0' VERT., PER F.B.C. 2320.2.1 SAFETY GLASS AT HAZARDOUS LOCATION THE FOLLOWING LOCATIONS SHALL HAVE CAT II SAFETY GLASS PASSING CPSC 16 -CFR TEST: 1. GLAZING IN ALL SWINGING AND SLIDING DOORS. 2. ALL GLAZING IN SHOWERS AND TUB ENCLOSURES FOR THIS PROJECT. 3. ANY GLAZING PANELS OTHER THAN THOSE DESCRIBED ABOVE THAT MEET ALL OF THE FOLLOWING: A. EXPOSED AREA OF PANE GREATER THAN 9 SQ. FT. B. BOTTOM EDGE LESS THAN 18" FROM THE FLOOR. C. TOP EDGE GREATER THAN 36" FROM THE FLOOR. D. ONE OR MORE WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE PLANE OF GLAZING. 4. GLAZING IN RAILINGS - IF ANY N.A. 5. GLAZING ENCLOSING INDOOR SWIMMING POOLS AND SPAS. N.A. NOTE: ALL EXTERIOR GLAZING IN THIS PROJECT WILL BE IMPACT RESISTANT. ttf 1 :1 VA 2 11 2,2J U cc N I N 0 0 U J r 0 z C a U 2 • • • w NDOWS C —E LJLE PLAN MAF3C HEIGHT WIDTH TYPE REMARKS 0.1 4' -0' 4' -6' 51NGLE HUNG ALL GLA55 IN WINDOWS TO BE CLEAR 02 4' -0' S' -I• SINGLE HUNG ALL GLASS IN WINDOWS TO SE CLEAR 03 4' -0' 3' -0' SINGLE HUNG ALL GLA55 N WINDOWS TO SE CLEAR ZONING DATA Ravision Data Scale: As Shown Date 03 -02 -05 Dwg: km * GENERAL NOTES: `v"IENS!CNS OF EX ST. ELEMENTS ARE BASED ON SURVEY AND EXISTING PLANS T ' FR,�Fv iNi 'LLD A; D�MENSICNS RR ,OR TO ISSU'�NG A BID C�NTRCA��� - c SHALL � _ LLR EV EX'ST1NC CONDITIONS AND NOT CvANER'S REPRESENTATIVE OF D,SCREPANC'ES R =�TVE 10 CONTRACT DOCUMENTS PR.CR TC DROCEEDLNG 'JV',TH THE 'vVCRK. 2. , VERIFY DVENS 'ONS AND FELD CONDIIIONS PRIOR TO S'R'OP DRAW NG SUBMITTAL AND /OR D LACINLC MATERIALS ORDERS. NOTF' G,A;NER'S REP. ANY VARIATION =ROM PLANS. 3. COORDINATE WITH THE OWNER ACCESS TO THE S.TE ANC SECURIT`/ 'SSLUES. PROVIDE, MAINTAIN, AND REMOVE TEMPORARY PROTECTION DUST AND NOISE CONTROL BARRIERS. 5. PROTECT EXISTING ITEMS TO REMA;N. PATCH AND REPAIR SURFACES DURING CONSTRUCTION WITH M.ATERALS TO MATCH EXISTING ADJACENT EXISTING MATERIALS. 6. COORDINATE CUTTING, PATCHING AND INSTALLATION OF CONCEALED ITEMS ram C :r=ERENT TRADES, IN ORDER TC PREVENT DELAY OR DAMAGE THE WORK. ^ " ^A NIAIN ON SITE AT AL_ TIMES A COMPLETE SET OF CONTRAC DOC VENT. UPDATE AND RETURN DOCUMENTS TO THE OWNE-R UPON C MR_ET'ION OF THE i,VCRK. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR AN ACCEPEAa_E INSTALLATION OR OPERATION OF ANv PART OF THE WORK SHALL BE INCLUCED JND -R THE THE SAME CONDITIONS AS IF HEREIN SPECIFIED OR IND,CATED ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT WHERE SPECIFICALLY NOTED 'EXISTING'. 10. FOR ALL PREFABRICATED EQUIPMENT VERL FY EXACT DIMENSIONS AND MOUNTING /INSTALLATION PRIOR TO INSTALLING. PROVIDE ALL MATERIALS AND LABOR IN NECESSARY FOR THE INSTALLATION. PER TS: A SEPARATE PERMIT AND PRODUCT CONTROL ADDRCVA'_ WHEN APP'_ICASLE) IS REQUIRED FOR THE FOLLOWING: 3) EXTERIOR DOORS 4) RAILINGS 5) ROOFING 6) WINDOWS 1) STORM SHUTTERS 2) HANDRAILS WINDOW & DOOR NOTES: 1. ALL DIMENSIONS AND MASONRY OPENINGS SHALL BE VERIFIED WITH MANUFACTURER PRIOR TO COMPLETING THE MASONRY WORK ON THE OPENINGS. 2. WINDOW & EXTERIOR DOOR CONTRACTOR SHALL OBTAIN AND PAY FOR SEPARATE PERMIT. 3. WINDOWS SHALL COMPLY WITH DADE COUNTY WIND AND IMPACT REQUIREMENTS. BASE BID AND ESTIMATE DADE COUNTY WINDOWS WITH APPROVE 'IMPACT' SHUTTERS AS AN BS ALTERNATE. 4. ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST REQUIREMENTS OF THE SFBC & LOCAL ORDINANACES. 5. ALL DOOR HARDWARE SHALL BE LEVEL TYPE, STYLE AND FINISH AS SELECTED BY OWNER. PROVIDE 3 HINGES AT EACH DOOR. 6. PROVIDE 1 "X4" P.T. WD. BUCK, EMBED WITH CAULK AND SECURE WITH HILTI PINS CRS 099 -112 HC AT 12" O.C. , 3" FROM TOP (Sc BOTTOM, OR PER MANUF. APPROVED ASSEMBLY. 7. BATHROOM DOORS SHALL BE THE TYPE THAT ALLOW OPENOING FROM OUTSIDE IN CASE OF AN EMERGENCY. CLOSET LATCHES SHALL BE THE TYPE THAT CHILDREN CAN OPEN FROM INSIDE THE CLOSET. 8. EXTERIOR THRESHOLD SHALL BE WATERTIGHT. 9. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREENS 10. EGRESS WINDOWS: WINDOWS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF TOOLS AND SHALL HAVE A MINIMUM CLEAR WIDTH OF 20" , A MINIMUM CLEAR HEIGHT OF 24" AND A MINIMUM AREA OF 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" FROM THE FLOOR, NOR MORE THAN 20 FT. FROM THE EXTERIOR GRADE, _JO y QO_ 0 y3 lU i1 pri - X f-z L :3 LLy ( 3� I- Q 175 NW 109th STREET, MIAMI SHORES, ILUKIDA 3' -0' CLEAR STEE_ FAMILY ROOM 3'4) CLEAR EX SFEE- cc_aMN (TYP.) KITCHEN EiCST. STEEL_ COLUMN REF/FRZ EXISTING DINING ROOM nay- [ &,111 EXISTING LIVING ROOM 15' -O 25' -4' EXISTING MASTER BEDROOM .L OCG .P Ex S T N OFENiNC.1 5' -4' NOTE: ALL IJIN TO BE REPLACED UJITHI SA 'E wiNDOtJ EXCE WHERE iNDICATED (REFER TO S E- - 1 - A -2 FCR MIRE IN=CR"As' ON) NE'L �O�BLE SW DOC FLOOR PLAN D 001R SCI—IEDULE NO. ONA ONES 2 3 4 TYPE PNL DOOR 51E H W TH 6 8' -0' 8'-0' 0 ' 8' -0' 3' -0" 5' -4 6' -0' 2' -6' 2'-6' 13 /4' 13 /4' 13/4' 3/8' 13 /8" GORE MAT 5 N DOOR a SCWD. AL/GL. WD. SCWD WD FIRE RATING TYPE FRAMES MATL. ALUM. ALUM. ALUM. ALUM ALUM THRESHOLD TYPE MATL. ALUM. ALUM. ALUM. ALUM. AL' iM. CLOSER I.D. DWG. HRDWRE REMARC5 DECORATIVE. 45 SELECTED BY OWNER. DOUBLE SWINGING DOUBLE 5WNG1N5 SWiNGiNG SINGLE POCKET 35' -10' 1/4 " -1' - BLOCK UP Ex STiNCC OPENING NEW SLCC< U F' OPEN 'NCs RE-iQVE Ex ST'N CLOSE CODE COMPLIANCE NOTES: TERMITE PROTECTION NOTE "BUILDING (S) SMALL NAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY "FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT. SHOWER COMPARTMENT FINISH: THE SHOWER COMPARTMENT MUST BE FINISHED IN SMOOTH, IMPERVIOUS MATERIALS TO A MINIMUM HEIGHT OF 10 INCHES. TYPICAL PARTITION 1- TYPICAL NON LOAD BEARING INTERIOR PARTITION TO BE 25 GA. METAL STUD AT I &' O.C. WITH 2 11 X4" WOOD STUDS AT EACH SIDE OF DOOR OPENINGS. PARTITION REINFORCEMENT: - BEHIND WALL HUNG PLUMBING FIXTURES AND WALL CABINETS PROVIDE 20 GAGE STUDS ' I� O.C. MAX. IN ADDITION, BLOCK -UP W/ 2"X4' WOOD. - VERTICALLY AND HORIZONTALLY AS REQUIRED TO FACILITATE NAILING. TYPICAL FIRESTOP FIRESTOP ALL CONCEALED SPACES AT STUD PARTITIONS AND FURRED SPACES TO LIMIT A MAX. DIMENSION OF EY -0" VERT., PER F.B.C. 2320.2.1 SAFETY GLASS AT HAZARDOUS LOCATION THE FOLLOWING LOCATIONS SHALL HAVE CAT II SAFETY GLASS PASSING CPSC 16 — CFR TEST: 1. GLAZING IN ALL SWINGING AND SLIDING DOORS. 2. ALL GLAZING IN SHOWERS AND TUB ENCLOSURES FOR THIS PROJECT. 3. ANY GLAZING PANELS OTHER THAN THOSE DESCRIBED ABOVE THAT MEET ALL OF THE FOLLOWING: A. EXPOSED AREA OF PANE GREATER THAN 9 SQ. FT. B. BOTTOM EDGE LESS THAN 18" FROM THE FLOOR. C. TOP EDGE GREATER THAN 36" FROM THE FLOOR. D. ONE OR MORE WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE PLANE OF GLAZING. 4. GLAZING IN RAILINGS — IF ANY N.A. 5. GLAZING ENCLOSING INDOOR SWIMMING POOLS AND SPAS. N.A. NOTE: ALL EXTERIOR GLAZING IN THIS PROJECT WILL BE IMPACT RESISTANT. a 0 a. N I 0 Z N 0 Drawing Title SITE PLAN U 0 0 Q J z 0 v z TOP OF TIE M. .8' -4' TILE ROOF ZONE 5 .P =50 PSF -P = -66 Pr`'F TOP OF SLAB S m' - m' TOP OF TIE BM..S +8' -4' TOP :: TOP OF TIE BM +8' -4' TOP OF SLAB TILE ROOF v c0 EXISTING ENTRY TOP OF TIE BM.. +8' - 4' TOP OF SLAB EXSIT. DOOR TO REMAIN REMOVE EXISTING WINDOWS. NEW CMU WALLS REMOVE EXISTING WINDOWS. NEW CMU WALLS ZONE 4 P =52 PSF -P =-56 FSF 1 ZONE 4 -IF 50 PSF -P = -54 P5F ZONE 5 -P =52 P`SF -P = PSF ZONE 4 •P= 50 PSF P = -54 P5F EXSIT. DOOR TO REMAIN r — 1 r EX'STiNG STEEL COLUMNS TO REMAIN BLOCK -UP EXISTiNG OF'EN INGS SEE 8 -1 EWFRENCH DOOR REMCvE WINDOW, PROVIDE NEW CMU ENCLOSURE EXSIT. DOOR TO REMAIN EXIST. TILE ROOF ZONE 5 +P.50 P5F P= 66 P5F EXIST. TILE ROOF C1 FRONT SIDE ELEVATION SIDE ELEVATION „ NO WORK U.O.N. EXSIT. DOOR TO REMAIN SIDE ELEVATION 1/4 " =1' -0" 1/4 " =1 0" REAR SIDE ELEVATION 1/4"=1'—o" 1/4 " =1' -o' U Q pr F- N � • W ✓ I — NN 0 < � 00 -J , N N � -JX Q 1 N 2I-LL S cala: As Show Qata 03 -02 -06 awg: A -2 9 N 0 1 J a2 z : z 2' -2' EX'S NG 3 "X3 1 X1 /4" S E CO JMNS EXISTING FAMILY ROOM EXISTING PORCH 5' -9" EXISTING DINNIG ROOM EXISTING LIVING ROOM c c C FOR REFERENCE ONLY RANGE s I NiK EXISTING KITCHEN 0 EXISTING FLOOR PLAN It 1/4 3S'-10' EXISTING BEDROOM A/C CL EXISTING MASTER BEDROOM O EXISTING BEDROOM CL CL W 0 1� N F- N �� !: , _, : i U I H a z cc 0 I ' < Z Q BONN : J L11 .f,\ ki 0 0 11, W Z _, ,,2,_„. Dw;j: A -3 \ � ° \ \ 1 75 NW 1 O F1 MIAMI SHO RES, FLORIDA 3 3 1 S $3 lie nt: Dr Titla EXISTING FLOOR PLAN R Data Scala: As Shown Data 03 -02 -05 2' -2' EX'S NG 3 "X3 1 X1 /4" S E CO JMNS EXISTING FAMILY ROOM EXISTING PORCH 5' -9" EXISTING DINNIG ROOM EXISTING LIVING ROOM c c C FOR REFERENCE ONLY RANGE s I NiK EXISTING KITCHEN 0 EXISTING FLOOR PLAN It 1/4 3S'-10' EXISTING BEDROOM A/C CL EXISTING MASTER BEDROOM O EXISTING BEDROOM CL CL W 0 1� N F- N �� !: , _, : i U I H a z cc 0 I ' < Z Q BONN : J L11 .f,\ ki 0 0 11, W Z _, ,,2,_„. Dw;j: A -3 BEAM SCHEDULE MARK SIZE REINFORCEMENT STIRRUPS CI W T E3OT TOP SIZE SPACING RTB -I S' 12' 2"5 2.S "3 a S" RB -1 8' IS' 2'5 2"5 44 3 e8' COLUMN SCHEDULE MARK SIZE AND MATERIAL REINFORCEMENT OR BASE PLATE COMMENTS CI 8 "X ?2' GONG 4. 5 VERT 4 *3 TIE6 ® 8' O.C. G2 9'X 16' GONG 4* 5 VERT 4 •3 TIE6 A 8' O.G. ENGAGING STEEL COL IiZ -N PER BLDG. DPT. COMMENTS 3 -22 -05 N. \ r 75 NW 1 09TH STR EET MI SHORES., L,_cD Fq. i ID 3 3 1 5 �3 Clint: Drawing Title STRUCTURAL PLAN Revision Data 1 PER BLDG. DPT. COMMENTS 3 -22 -05 Sc As Shown Date o3 -o -os sjir.:•. Dwg : S . 1 im PROPOSED S' CB.S. WALL NEUJ a' C11.1 WALL STUCCO FINISH EXIST. 8' CMU KNEE WALL EXIST. CDX WITH 8G1 NAILS 16' C/C. ALL. SUPPORTS as 4 a • 4 G. • 4 N.T.S. 4 4 d 4 4 4 6 SLOPE 2' 3/4"=1'. NEW INSULATION R19 1 X 4' P.T. FIRESTOP NEW 8' X 12' CONC. T$. RTB -1 TIE-COL. ENCASING STL. COLUMN M N MI EXIST. 2' X a' a 12' C/C. I/1' GYPSUM BOARD CEILING UNDER I X 3 FURRING s 16' 0/C KITCHEN USPC RTl4 TWISTED MTL. STRAP, NAILED W/ 9 - 16d X 1.5' NAILS 4 (4)1/4 0 -X3' TAPCCN a 3' O.C. (17P. FOR EA. STRAP) ACCEPTANCE No. 01- 0124.06 APPROVED: 09 / 20 / 2001 EXPIRES: 10/01/1006 MAX. UPLIFT CAPACITY= 155 LB6. ACTUAL FORCE • VARIABLE NEW S' x CAP IMAM W /1- 5CONT. I/2' GYPSUM BOARD OVER I' X 2' FURRING a 16' 0/C NEW R -4.I INSULATION 4' 1L . BASE EXIST. 12' X 16' CONC. FOOTING 1 5 CONT. , CONTACT ARCHITECT TO VERIFY N FIELD WALL SECTION REPLACING EXIST. WD. BM. DRIP OYER 1' X 2' PT. PURR R AKE BEAM - 8'XI2' MINIMUM WITH STEPPED BOTTOM FACE REINFORCE W/ 4 4 5 CONTNUOUS KEBABS TIES \ W a /'312' EXIST. STEEL COLUMNS 3' 3' X Y4' NEW CONC. TIE -COL. ENCASING EXIST. 3'X3'Xi' STEEL COLUMNS. PROVIDE 4'5 BARS TIED W/' 3 1 12' O.C. PROPOSED a' C.B.S. WALL EXIST. CONC. SLAG T -BM NEW 8' CMU WALL (BEHIND) W/ HORIZ JT. RENF. 0 16' 0/C STUCCO FINISH 26 GA. ALUMINUM FLASHING a' X 12' CONC. TIE BEAM W/1 „ 5 BARS TOP 4 2 0 5 BoTT. PROVIDE 4 +3 TIES AT 12' C/C AT EACH END AND AT 48' C/C ELSEWHERE ALL CONTJNUITY OF THE REINFORCING' HALL BE IS' MIN. LAP SPLICES PROVIDE AT ALL CORNERS 1 •5 BENT BARS EXTENDING 30' MN. N EACH DIRECTION N.T.S. EXISTING 8' X 12' CONC. TIE BEAM EXIST. 8' C.B.S. WALL Pc,,fln (1Ir(„- rnnnn� n, nr RAKE BEAM CONDITION DETAIL .. LIVING RM. EXIST. 8' CB.S. WALL EXIST. TRUSS BY OTHERS NEW INSULATION 8:1 V2' GYPSUM BOARD CEILING UNDER 1 X 3 FURRING 9 16' O/C I' X 4' P.T. FIRESTOP NEW 8' X 12' CONC. T.B. RTB -1 7 2 5 ► .40 • • 1 • / 11 FAMIC,Y;I90� E '1 G } ,i / • • KfTCHE //di EXISTING PORCH LL OO; EXIST. S" X lo" TIE BEAM TO REMAIN (R5-1) 15' 0' 01 -B EXISTING DINING ROOM FORMERLY KITCHEN EXIST. 8" CMU WALL EXISTING LIVING ROOM (NO WCRK PROPOSED) �D 3 mr I■ ■I EXISTING BEDROOM (NO WORK PROPOSED) EXIST. 4 A/C EXISTING CL BEDROOM (NO WORK PROPOSED) CL 25' -4' EXISTING MASTER BEDROO M (NO WORK PROPOSE D) EXIST. *5 TIE DOI.UN TO REMAIN EXIST. r. EXIST. 12" x 1&" CONC. FTG TO REMAIN r EXISTING STEEL COL. TO REMAIN EXISTING COVERED ENTRY T O REMAIN. B LOCK UP EXIST. OPENINGS ENLARGE EXISTING OPEN'G INTO NEW DOOR, PROVIDE 2 -"5 REARS AT EA. SIDE OF O PEN'G. FROM FOOTING TO • T IE -BEAM. Ar �1 • • 35' -10' EXIST. * 5 REBAR AT EA. SIDE OF EXIST. OFFING. PROVIDE NORIZ. JOINT REINF, BLOCK L•P EXIST. OPENINGS STRUCTURALPLAN WALL LEGEND L ] EXIST. LUALL TO BE REMOVED AL NEW MTL. STUD /GYP. BD. WALL EXIST. WALL TO REMAIN NEW CMU WALL TIE DOWNS a 32' O.C. 4 OPENING r 2 , a N I 0 N 0 0 BEAM SCHEDULE MARK SIZE REINFORCEMENT STIRRUPS CI W T BOT TOP SIZE SPACING RTB -1 8' ?2' 2■5 2"5 ■3 e8" R5 -1 8' 16' 2 2 •3 e8' COLUMN SCHEDULE MARK SIIZE AND MATERIAL REINFORCEMENT OR BASE PLATE COMMENTS CI 8'X !2' CONC 4■ 5 VERT 4 *3 TIES ® S' O.G. 175 NW 109TH STREET MIAMI SHORES, FLOR 11]A 3 3 1 6 8 Client: C2 3 °X '6' GONG 4 VERT 4 *3 TIES to 5.' O.C. ENCASING STEEL COLUMN ll II / ro 1 ♦ , .. \\ .Thi 175 NW 109TH STREET MIAMI SHORES, FLOR 11]A 3 3 1 6 8 Client: prawing Titl STRUCTURAL PLAN Ravision p Scal As Shown pate 03 -02 -05 pwg: S - 1 NAILS SUPPORTS W.L. MTL. aRR NEW 8' C111.1 WALL r STUCCO FINISH EXIST. 8' CMU KNEE WALL 6 3/ " =1' -0" N.T.S. 6' / EXIST. 2' X 8' a 2' C /C. NEW INSULATION R:19 1/2' GYPSUM BOARD CEILING — UNDER 1 X 3 FURRING s 16' 0/C X 4' P.T. FIRESTOP NEW 8' x 12' CONC. T.B. RTB -1 KITCHEN NEW 8' x 8' CAP BEAM W/ 2 -5 CONT. 1/2' GYPSUM BOARD OVER 1' X 2' FURRING s 16' 0/C NEW R -4.1 INSULATION 4' WD. BASE WALL SECTION U5PC RT14 TWISTED MTL. STRAP, NAILED W /9- I6ci X1.5' NAILS' d (4) 1/4 0 -X3' TAPCON ® 3' 0.C. (TYP. FOR EA. STRAP) ACCEPTANCE No. 01- 0124.06 APPROVED: 09 / 20 / 2001 EXPIRES: 10/01/2006 MAX. UPLIFT CAPACITY= 155 LBS. ACTUAL FORCE = VARIABLE EXIST. 12' X 16' CONC. FOOTINGS 2 5 CONT. , CONTACT ARCHITECT TO VERIFY IN FIELD EXIST. STEEL COLUMNS 3' 3' X Y4' NEW CONC. TIE -COL. EP 3'X3'Xa' STEEL COLUMI PROVIDE 4 0 5 BARS TI PROPOSED 8' C.B.S. WALL TIE-COL. ENCASING STL. COLUMN EXIST. CONC. SLAB. TBM 26 GSA. ALUMINUM FLASHING 8' X 12' CONC. TIE BEAM W/2 0 5 BARS TOP 42 PROVIDE 4 TIES AT !2' C/C AT EACH END AND AT 48' C/C ELSEWHERE ALL CONTJ'NUITY OF THE REINFORCING SHALL BE 18' MIN. LAP SPLICES PROVIDE AT ALL COMERS 2 •5 BENT BARS EXTENDING 30' MIN. IN EACH DIRECTION EXISTING: 8' X 12' CONC. TIE BEAM EXIST. 8' C.S.S. WALL LIVING RM. EXIST. 8' C.B.S. WALL EXIST. TRUSS BY OTHERS W w 6Z4 0 � � Ua_ X w w w 6 � w 4 J_) W 4 CO ED cn S -1 :3r / 2 i KITCH 16-0' ,i ‘1111111111111 0OO. R w E STING PORCH ( 01 " A ) ER • 2' -1' 'O 1I■ ■It ■� ■I11 • EXIST. 8" X 'ro' TIE BEAM TO REMAIN (RB -I) 15 -0' 0I -B EXISTING DINING ROOM FORMERLY KITCHEN EXIST. S" CMU WALL EXISTING LIVING ROOM (NO UJORK PROPOSED) C 03 50' - 4' EXIST. 4 ' • EXISTING BEDROOM (NO WORK PROPOSED) • u INN A/C CL CL I■ ■1 1■ 25-4' EXISTING MASTER BEDROO (NO WORK PROPOSE EXIST. '5 TIE DOWN 70 REMAIN EXISTING BEDROOM (NO WORK PROPOSED) EXIST. CL EXIST. 12" x '6" CONC. FTC TO REMAIN EXISTING STEEL COL. 70 REMAIN EXISTING COVERED ENTRY TO REMAIN. BLOCK UP EXIST. OPENINGS ENLARGE EXISTING OPEN'G INTO NEW DOOR, PROVIDE 2 -'5 REBARS AT EA. SIDE CF OPEN'G. FROM FOOTING TO TIE -BEAM. 35'-10' STRUCTURAL PLAN It EXIST. # 5 REBAR AT EA. SIDE OF EXIST. CPN'G. PROVIDE NORIZ. JOINT REINF. BLOCK UP EXIST. OPENINGS 1/4 " =1' -0" I d WALL LEGEND MTL. S T J✓ r'r . BO. 'L'AL r EX1ST. TO BE 1 I EXST. w4__ TO REI IN REMOvE>D NEIL 0M L'ALL TE •O.LNS • 32' OC. 4 • OI=ENINGS N I 0 Z J N 0 O r 1-QcD6 I H 4 0 r N ��X Q N 2 �- W 5 2 ( 2 L U z } z 4, CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND r E A LL F SAFETY. CONTRACTOR SHALL EXERCISE METHODS AND JOB SITE SArE . GON G R LL E DUE CARE DURING DEMOLITION, EXCAVATION AND CONSTRUCTION TO PROTECT WORKERS AND EXISTING CONSTRUCTION. TI T 5. CONTRACTOR SHALL NOT LOAD NEW OR Ex 6 NG STRUCTURES � UCTUe E S BEYOND THEIR DESIGNED CAPACITY. ALL SHORING AND BRACING REQUIRED DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY AND ALL UNDERGROUND AND OVERHEAD UTILITY LINES N THE AREA OF PROPOSED WORK PRIOR OF ANY EXCAVATION. 1. DESIGN LOADS SHALL BE AS FOLLOWS: ROOF DEAD LOAD 25 PSF ROOF L i VE LOAD 30 PSF FL LL 40 PSF FL ID 180 PSF FREE ACCESS FOR THE WORK. 43. NIG' DENOTES NOT IN TRACT. THE OWNER SHALL BE RESPONSIBLE FOR TING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE 'NIC' DES. 19. TYPICAL DETAILS AND TES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO SHOWN DETAILS AND SECTIONS CR NOTED FOR SIMILAR CONDITIONS. 20. THE GENERAL_ OR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION ES INCLUDING LAGGING, SHORING, AND PROTECTION, N ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 21. TEMPORARY BRACING aLL SE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE fN PLACE UNTIL FINAL SUPPORT IS SECUfRELY ANCHORED. 22. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, 1. LINTELS MAY BE USED IN MASONRY OPENINGS UP TO 6' - 6' EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND CLEAR LINTELS TO BE PRE -CAST CONC. LINTELS BY CAST - CRETE, POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN ORN.O.A. DOCUMENTATION AND SPAN TABLES ATTACHED. LINTELS SHALL BE INDICATED) ON THESE GS. ALL MATERIAL SHALL BE NEW. 8 "x !2' MINIMUM WITH 2 "5 TOP AND BOTTOM AND SHALL SEAR MATERIALS AND P SHALL OF GOOD QUALITY. ALL AT 4" MIN. AT EACH SIDE OF OPENINGS. U.ORKMEN AND CRS SHALL BE SKILLED IN THEIR TRADE. 23. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY ,4ND THE PUBLIC, AND SE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. 24. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS, ) AT THE END OF THE JOS THE CONTRACTOR S REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAvE THE >INCs BROOM GLEAN. 2'5. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR `THRESHOLD" INSPECTIONS i REQUIRED BY THE LOCAL BUILDING UNDER DEPARTMENT SHALL BE A SEPARATE CONTRACT. CONCRETE SLAB ON FILL: 1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIME PARTICLE) STONE (3' MAXIMUM OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD OCCUR N THE DRY AND COMPACTED TO A MINIMUM OF 8 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1551). FOLLOW SOIL LAB RECOMMENDATIONS FCR THE METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPERVISED BY A SOIL LAS REPRESENTATIVE. ALL TOP SOIL SHALL BE REMOVED BEFORE STARTING FILLING OPERATIONS. 2. SLABS ON GRADE SHALL BE PLACED OVER 6 MIL VISQUEEN OR ENGINEER APPROVED EQUIVALENT. 3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -19 "STANDARD SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT'. 4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS CR CONCRETE BLOCKS SPACED NO FURTHER THAN 3' -0' O.G. 5. SAW CUT CONTROL JOINTS SHALL SE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE TORN OR DAMAGED SY THE BLADE. 6. COLUMNS, BEAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED SY PRE MOLDED JOINT FILLER (1/2' THICK) COMPLYING WITH ASTM 01152, TYPEI. 1. JOINTS SHALL SE SEALED WHERE INDICATED BY THE ARCHITECTURAL DRAWINGS AND FILLER AND SEALANT MATERIAL SHALL FOLLOW SPECS. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE CONFORMING TO ASTM 4615/A615M -01, FY =60 KSI, U.O.N. 2. ALL REINFORCING SHALL BE DETAILED AND FABRICATED FOLLOWING THE REQUIREMENTS OF ACI 244 -94. PLACING OF REBARS SHALL CONFORM TO CRS( "RECOMMENDED PRACTICES FOR PLACING REINFORCING SARS'. 3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON - PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.ON.: MINIMUM COVER TOLERANCE . OR CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' EXPOSED TO EARTH OR WEATHER NO. 5 AND SMALLER BARS 1 1/2' 3/8' NO. 6 AND LARGER BARS 2' NOT EXPOSED TO WEATHER OR iN CONTACT WITH GROUND: ROOF SLAB 1' I /S' STRUCTURAL SLAB AND WALLS 3/4' 1/8' BEAMS AND COLUMNS (PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS) 1 1/2' 3/8' SLABS ON GRADE 1 1/2' 1/4' 4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL SE PERMITTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE STRUCTURAL ENGINEER ALL REINFORCING DETAILS TO BE SUBMITTED TO THE ENGINEER FOR HIS APPROVAL. 5. ALL REINFORCING BARS SHALL SE SECURELY HELD IN PLACE DURING CONCRETE POURING. IF REQUIRED, ADDITIONAL SAS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS. 1. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A '85 -19 AND IT SHALL BE SUPPORTED ON SLAB BOLSTERS. B. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON - CONTINUOUS ENDS WITH STANDARD HOOKS, U.O.N. 9. ALL WALLS AND COLUMNS SHALL SE DOWELED INTO FOOTINGS, WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE. LiSE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY INDICATED. 10. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE BARS IN SPANDRELS, WALLS, SEAMS, GRADE SEAMS ETC. (UNLESS OTHERWISE NOTED) AS FOLLOWS: TOP BARS AT CENTER LINE OF SPAN* BOTTOM BARS AT THE SUPPORT. II. REINFORCING ALLOWANCE: THE CONTRACTOR SHALL PROVIDE 1.5 TONS OF STEEL REINFORCEMENT FOR THE ENGINEER TO USE AT HIS DISCRETION DURING CONSTRUCTIONOF THE PROJECT. THE CONTRACTOR CONTRACTOR TO REIMBURSE THE OWNER FOR THE UNUSED PORTION. REINFORCED MASONRY : 14. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE, ONE COURSE ASOvE AND TWO COURSES BELOW ANCHOR ELEVATION. 15. USE PRESSURE TREATED WOOD IN CONTACT WITH MASONRY. !6. PROVIDE POURED IN PLACE LINTELS OR HEADERS OVER ALL. MASONRY OPENINGS NOT FLUSH WITH STRUCTURAL FRAME. 17. REINFORCING SPLICES TO BE 48 BAR DIAMETERS 18. A SPECIAL INSPECTOR IS REQUIRED TO BE PRESENT DURING ALL GROUTING OPERATIONS. LINTELS: 2. LINTELS MAY SE INTEGRAL WITH THE TIE BEAM WHEN HEAD OF OPENING 15 !6' OR LESS BELOW THE TIE BEAM. CONTINUE TYP. BOTTOM BARS THROUGH AND ADD 2 BOTTOM BARS At DRAP, ADD 3"3 STIRRUPS ' 8' O.G. At EACH END OF ALL OPENINGS EXCEEDING 6' -0' TYP. DROP SHALL HAVE 8' MINIMUM BEARING ON EACH SIDE OF OPENING. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL SE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 'AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL'. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM 436 (Fy =36,000 PSI.) FOR PLATES AND ROLLED SECTIONS AND ASTM 4500 (F4,�� P51.) FOR RECTANGULAR TUBING. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A -301. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A -325 AND SHALL BE SEARING BOLTS UNLESS NOTED OTHERWISE. 4. ALL CONNECTIONS SHALL DEVELOPED FULL STRENGTH OF MEMBER 5. ALL WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE ANSI /A WS D1.1 OF THE AMERICAN WELDING SOCIETY AND SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO START OF STEEL FABRICATION AND /OR PROCEEDING WITH CONSTRUCTION. 1. STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A CORROSION iNHISITING PRIMER AND PAINTED WITH A COMPATIBLE PAINT A3 REQUIRED BY THE ARCHITECT AND/OR OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL STEEL MEMBERS DURING ERECTION AND PRIOR TO FINAL ATTACHMENT TO MASONRY WALLS OR COLUMNS. 9. EXPANSION BOLTS SHALL BE HILT' KWIK BOLTS OR EQUAL CONFORMING TO MATERIAL SPECIFICATIONS FOR STUD, WEDGE, NUT AND WASHERS INDICATED BY THE HILT' SYSTEM. BOLTS SHALL SE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATIONS TO OBTAIN THE ALLOWABLE SHEAR AND TENSION CAPACITY INDICATED IN THE HILTI CATALOG. PREFABRICATED WOOD TRUSSES: 1. TO BE DESIGNED AND MANUFACTURED iN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THE TRUSS PLATE INSTITUTE AND ARCHITECTURAL - STRUCTURAL DRAWINGS. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION SUPERIMPOSED LOADS SHALL BE AS FOLLOWS: ROOF: TOP CHORD: 45 P.SF. BOTTOM CHORD: 10 P.S.F. WIND UPLIFT = SEE ROOF FRAMING PLAN STRUCTURAL WOOD I. ALL STRUCTURAL WOOD SHALL SE AIR - CRIED, WELL - SEASONED GRADE MARKET AT MILL WITH MAXIMUM MOISTURE CONTENT OF 19 PERCENT AND SHALL BE SOUTHERN PINE No. 1 GRADE OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES: 4LLOWASLE FLEXURAL STRESS 1350 P61 ALLOWABLE SHEAR STRESS 90 PSI MODULUS OF ELASTICITY 1,400,000 P31 3/8' 2. ALL LUMBER USED STRUCTURALLY SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING CR INSPECTION BUREAU. 3. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED 3/8' TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED AND TO RES,ST THE LOADS IMPOSED. 4. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR ANY OTHER CEMENTITIOUS MATERIAL SHALL SE TREATED TO COMPLY WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD LP -2. 5. METAL CONNECTORS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE APPLICABLE CODES. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ( AC1 - 301 -99) 3. CONCRETE STRENGTH AT 28 DAYS SHALL SE AS FOLLOWS: . FOUNDATIONS 3000 PSI SLAB ON FILL 3000 P51 . COLUMNS 4000 P31 . STRUCTURAL SLABS 4000 PSI (U.ON.) . BEAMS 4000 PSI (U.ON_) 4, MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT ON ANY CONCRETE 'WORK. S. NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 6. FORMWORK SHALL COMPLY WITH 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK'. (AC1 3418 -94). T. THE GENERAL CONTRACTOR IS SOLELY RESPONS SLE FOR SAFE ADEQUATE SHORING RE- SHORING, BRACING AND FORMWORK GENERAL CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA REGISTERED ENGINEER TO PREPARE SHCRNG AND RESHCRING PLANS AND THEY SHOULD BE SUSM1TTED TO THE ENFORCEMENT AGENCY FOR RECCRDKEEPING. 8. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER TO PERFORM CONCRETE CYLINDER TESTS 46 FOLLOWS: FOUR CYLINDER TEST PER THE SOIL CONSISTS OF UNDISTURBED SAND WITH AN ALLOWABLE L BEARING CAPACITY OF 2000 PSF. AT TIME OF EXCAVATION THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR ENGINEER TO VI51T THE SITE TO OBSERVE THE SOIL CONDITION AND THE ARCHITECT/ENGINEER SHALL SUBMIT 4 LETTER 70 THE BUILDING OFFICIAL ATTESTING THAT THE SITE HAS BEEN OBSERvED AND THAT THE SITE CONDITIONS CONFORM TO DESIGN BEARING PRESSURES F APPLICABLE. S. NO DIMENSIONS SHALL eE SCALED FROM DRAWINGS. 10. GENERAL CONTRACTOR BALL CHECK, REVIEW AND VERIFY ALL PLANS DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREF'ANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR !N THE SPECFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO 3. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C9.0 GRADE N CODE'S, RULES AND DNS SHALL BE NOTIFIED iN WRITING TO MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE PRISM STRENGTH THE ENGINEER. ANY SucH CREPANCIES, OMISSIONS, CR (F'm) CF 1,100 P.S.I., AND THE AvERAGE OF 3 UNITS 1900 P.S.!. , MORTAR vARATIONS NOT REPORTED DURING THE BIDDING PERIOD 5HALL BE THE TO BE TYPE M CONFORMING TO ASTM C210. MASONRY UNITS SHALL BE RESPONSIBILITY oF THE SAL CONTRACTOR WHO SHALL PERFORM THEMiN. OF 50% SOLID, CORRECTED WORK AS PER E ENGINEER'S INSTRUCTIONS. II, THESE NOTES SHALL BE ED IN CONJUNCTION WITH 71-4E SPECIFICATIONS ISSUED BY E ARCHITECT. 1 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR ONING, MECHANICAL AND ELECTRICAL DIRAUJINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, OPENINGS, REGLETS BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE :OUGHT TO THE ATTENTION OF THE ARCH1TECT-ENGINEER BEFORE PROCEEDING WITH THE WORK. 13. GENERAL CONTRACTOR ALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL FORE FABRICATION CR ERECTION OF ANY STRUCTURAL ST-STEM. TALL RESTRICT AND PROPERLY ISOLATE OTHER COURSE. USE PREFABRICATE, CORNERS AND TEES AT WALL 1. SUMMIT SHOP DRAWINGS (MINIMUM THREE SETS) FOR ALL STRUCTURAL 14. GENERAL CONTRACTOR T AND LOADS FROM INDUCING CR INTERSECTIONS. OVERLAP DISCONTINUOUS ENDS A MIN. OF 12 '. WOOD AND STEEL SHOWN ON THE CONTRACT DRAWINGS FOR ,4LL CONSTRUCTION TRANSMITTING v1E3RATIONS TO THE STRUCTURE DURING CONSTRUCTION. HORIZONTAL REINFORCING SHALL CONFORM TO ASTM A /62. ENGINEER'S REVIEW. ALL BE RESPONSIBLE FOR THE DSPCSAL S. USE GROUTED CELLS WITH '5 VERTICAL AT WALL INTERSECTIONS, 15. GENERAL CONTRACTOR S P EACH SIDE OF OPENINGS iN THE WALL AND AT THE ENDS OF WALLS. USE OF ALL ACCUMULATED WATER FROM EXCAVATION AND R THE D 1 °5 IN FILLED CELL, U.ON. OPERATIONS IN SUCH A WAY S TO NOT CAUSE INCONVENIENCE THE STRUCTURAL ELEMENTS. 9• USE BAR SPACERS IN EVERY 6th COURSE WHERE CELLS ARE TO BE TO THE LIGIRK AND DAMAGE TO GROUTED. !6. GENERAL CONTRACTOR GALL SE RESPONSIBLE I--k6 FOR UPDATING 6 TH ANY REVISED DRAWINGS AND SPECS, 10. PROVIDE CLEAN OUT OPENINGS FOR EACH GROUTED CELL. .R5 AND CLARIFICATION SKETCHES ISSUED 11. USE ASTM A 615 GRADE 60 REINFORCING STEEL. DURING THE COURSE OF' ?RUCTION. 12. IN HIGH LIFT GROUTING USE A MAX. LIFT OF 4' -0' MiN 1/2 HOUR SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL SE THE 3CR AND MATERIALS BY OTHERS. AND MAX 1 HOUR BETWEEN LIFTS. VIBRATE EACH LIFT AND RECONSOLIDATE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT HOWEVER THE GFNERAL CONTRACTOR SHALL PROVIDE COORDINATION AMCFREVIOUS LIFT AFTER PLACING NEXT LIFT. ALL CONSTRUCTION IS IN FULL AGREEMENT WITH t-4E LATEST 13. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY ANSTRUCTURAL DRAWINGS. ENGINEER OR ARCHITECT IN ACCORDANCE WITH ACI 531. 4. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH ONE SEPIA COPY OR SIX BLUE LINE COPIES OF 61-40P DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER 15 ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. 1. LAY UP ALL 8' MASONRY UNIT5 PRICK TO CONSTRUCTION OF THE NY DAY'S POUR LESS THAN 50 CUBIC YARDS. SUPPORTED MEMBERS FOR THE SAME STORY. USE TYPE M MORTAR IN BEARING WALLS. LAY UP UNITS IN RUNNING BOND. 9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE 2. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH ACI 531, SHALL COMPLY WITH ACI 301 - 99. 'BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES: AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. ' SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD SEARING 1. VERTICAL CONSTRUCT JOINTS USING APPROVED BULKHEADS CONCRETE MASONRY' N.CMA. MAY BE MADE AT CENTER OF BEAM OR 5L45 SPANS WHERE STOP IN CONCRETE WORK 15 NECESSARY. FOR ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SEE DETAILS. ANY OTHER CONSTRUCTION JOINT REQUESTED SY THE GENERAL CONTRACTOR SHALL BE SHOWN ON THE SHOP DRAWINGS FOR THE ENGINEERS REVIEW. 12. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. 13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL 4. TEST ONE SET OF MASONRY UNITS IN ADVANCE OF BEGINNING (A5 IN WALLS, COLUMNS, AND DROP CAPITALS) 60 AS TO CAUSE OPERATIONS AND ONE 5E7 DURING CONSTRUCTION FCR EACH 3000 SQ/FT. OF SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF WALL AREA. SAMPLE FROM ACTUAL FIELD UNITS, VARYING LENGTHS 50 THAT THE FREE UNCONFINED FALL OF CONCRETE 5. USE TYPE "M' MORTAR IN ACCORDANCE WITH ASTM C2 USE 3/8' SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE USED FULL BEDDED JOINTS FOR ALL MASONRY UNITS. REMOVE MORTAR PROTRUDINQ ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMES. INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED. ALLOW A MIN. OF 24 HOURS FCR MORTAR. 6. USE 3000 PSI PUMP MIX READY MIX GROUT MADE WITH MAX. 3/S' AGGREGATE AND 8' TO 10' SLUMP. TEST SAMPLES FOR COMPRESSIVE STRENGTH TEST EVERY 30 YARDS OR EACH DAYS GROUTING. SHOP DRAWINGS 1. USE "9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCING iN EVERY NOTES 2. CONTRACTOR 51-1ALL REVIEW ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER AND MAKE ALL CORRECTIONS AS HE DEEMS NECESSARY AND SHALL CERTIFY ON EACH DRAWING THAT THE CONTRACT DOCUMENT REQUIREMENTS HAVE BEEN MET AND ALL DIMENSIONS, CONDITIONS AND QUANTITIES ARE VERIFY AS SHOWN AND/OR AS CORRECTED ON THIS DRAWING. 3. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE EXIST. FOOTi� EXIST. BLOCK LUAU_ EXIST. TIE COLUMN OR C. NG TE NEW WALL TO EXISTING TYP. HEADER N.T.S. NE... TIE BEAM DRO ©TB TO :jiNT✓OLL, Hi d ADD 2'5 CON T. FRECAS' ,'HERE Sk-C,LN ON 2' -0 NOTE "A" DRILL AND EPDXY °4 S45 4" INTO EXiSTNG CC_uMN NO E NET,: FOOTING NEW CONCRETE COLL,MN D RILL 4 EPDXY NEW BEAM RE INFCRCEM =N' 6 " INTO EXISTING T' E BEAM. - , = D R LL E EPDXY NEW FTG. REINFORCEMENT 6" INTO EXISTING FOOTING NEW FOOTING EXISTING FOOT NG 2 - X 2' -0" DOL)ELS DRILL &" INTO EXISITNG FTG 4 SET iN EPDXY RESIN. TYPICAL NEW TO EXISTING WAIL_ FTC CONNECTION DETAIL NEW TIE BEAM 50 - T.O. 7 Ex ST. BEAM 2 -x5 De __ED 4 EXFCX ED 5" NTO EX STING Be AM BOTT.OF EX'ST, BEAM 2 -"5 X 2' -6' DCLL'ELS CiR''LL o" INTO EXIST TIE BEAM 4 SET IN EPDXY RESIN. NIVAr A 6 "-.' A fzi 1 p zA FA AI 1 A A TYPICAL NEW TO EXISTING TIC 5EA1"I CONNECTIO`. ZDET4 � 2 � NEW TO EXIST.- CONNECTIONS N.T.S. UJ4LL IN°O1RCE NEl,U COL TO EXIST. STRJCTIiRE EXISTING TIE BEAM I FOV!D E CONC. EI_�ED LUHE <E NDICATED AT FDN. FLAN :i e FLOOR FLAN L O Fi- OCTiNG '0°i =OC' ENT 8'X 1 2' NELu CONCe ='= CO_U"N SEE CCL u"N' 6C-- ED -_E FOR RE 'NFORCE 'IN'. 2 -s5 X 3-0 E E 72) 5 N'C �- J A � =X o CELLS. N Z U 0, J (1) 0 1 < 1 I L • /Y '♦, i - / 0 O ' I i 175 NW 1 OJT h1 STREET MIAMI SHORES, F LC) FRIEDA 3 3 1 6 E Client: I )rwing Title, STRUCTURAL NOTES /DETAILS F=Ovision p Scald: As Shown Date, 03 -0 -05 IDwg: S -2 4, CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND r E A LL F SAFETY. CONTRACTOR SHALL EXERCISE METHODS AND JOB SITE SArE . GON G R LL E DUE CARE DURING DEMOLITION, EXCAVATION AND CONSTRUCTION TO PROTECT WORKERS AND EXISTING CONSTRUCTION. TI T 5. CONTRACTOR SHALL NOT LOAD NEW OR Ex 6 NG STRUCTURES � UCTUe E S BEYOND THEIR DESIGNED CAPACITY. ALL SHORING AND BRACING REQUIRED DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY THE LOCATION OF ANY AND ALL UNDERGROUND AND OVERHEAD UTILITY LINES N THE AREA OF PROPOSED WORK PRIOR OF ANY EXCAVATION. 1. DESIGN LOADS SHALL BE AS FOLLOWS: ROOF DEAD LOAD 25 PSF ROOF L i VE LOAD 30 PSF FL LL 40 PSF FL ID 180 PSF FREE ACCESS FOR THE WORK. 43. NIG' DENOTES NOT IN TRACT. THE OWNER SHALL BE RESPONSIBLE FOR TING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE 'NIC' DES. 19. TYPICAL DETAILS AND TES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO SHOWN DETAILS AND SECTIONS CR NOTED FOR SIMILAR CONDITIONS. 20. THE GENERAL_ OR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION ES INCLUDING LAGGING, SHORING, AND PROTECTION, N ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 21. TEMPORARY BRACING aLL SE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE fN PLACE UNTIL FINAL SUPPORT IS SECUfRELY ANCHORED. 22. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, 1. LINTELS MAY BE USED IN MASONRY OPENINGS UP TO 6' - 6' EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND CLEAR LINTELS TO BE PRE -CAST CONC. LINTELS BY CAST - CRETE, POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN ORN.O.A. DOCUMENTATION AND SPAN TABLES ATTACHED. LINTELS SHALL BE INDICATED) ON THESE GS. ALL MATERIAL SHALL BE NEW. 8 "x !2' MINIMUM WITH 2 "5 TOP AND BOTTOM AND SHALL SEAR MATERIALS AND P SHALL OF GOOD QUALITY. ALL AT 4" MIN. AT EACH SIDE OF OPENINGS. U.ORKMEN AND CRS SHALL BE SKILLED IN THEIR TRADE. 23. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY ,4ND THE PUBLIC, AND SE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. 24. THE PREMISES SHALL BE KEPT FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS, ) AT THE END OF THE JOS THE CONTRACTOR S REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAvE THE >INCs BROOM GLEAN. 2'5. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR `THRESHOLD" INSPECTIONS i REQUIRED BY THE LOCAL BUILDING UNDER DEPARTMENT SHALL BE A SEPARATE CONTRACT. CONCRETE SLAB ON FILL: 1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIME PARTICLE) STONE (3' MAXIMUM OR CLEAN FINE SAND. THE FILL PLACEMENT SHOULD OCCUR N THE DRY AND COMPACTED TO A MINIMUM OF 8 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D- 1551). FOLLOW SOIL LAB RECOMMENDATIONS FCR THE METHODS AND PROCEDURES. ALL FILL WORK SHALL BE SUPERVISED BY A SOIL LAS REPRESENTATIVE. ALL TOP SOIL SHALL BE REMOVED BEFORE STARTING FILLING OPERATIONS. 2. SLABS ON GRADE SHALL BE PLACED OVER 6 MIL VISQUEEN OR ENGINEER APPROVED EQUIVALENT. 3. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185 -19 "STANDARD SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT'. 4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS CR CONCRETE BLOCKS SPACED NO FURTHER THAN 3' -0' O.G. 5. SAW CUT CONTROL JOINTS SHALL SE SAWED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE TORN OR DAMAGED SY THE BLADE. 6. COLUMNS, BEAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED SY PRE MOLDED JOINT FILLER (1/2' THICK) COMPLYING WITH ASTM 01152, TYPEI. 1. JOINTS SHALL SE SEALED WHERE INDICATED BY THE ARCHITECTURAL DRAWINGS AND FILLER AND SEALANT MATERIAL SHALL FOLLOW SPECS. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE CONFORMING TO ASTM 4615/A615M -01, FY =60 KSI, U.O.N. 2. ALL REINFORCING SHALL BE DETAILED AND FABRICATED FOLLOWING THE REQUIREMENTS OF ACI 244 -94. PLACING OF REBARS SHALL CONFORM TO CRS( "RECOMMENDED PRACTICES FOR PLACING REINFORCING SARS'. 3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON - PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.ON.: MINIMUM COVER TOLERANCE . OR CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' EXPOSED TO EARTH OR WEATHER NO. 5 AND SMALLER BARS 1 1/2' 3/8' NO. 6 AND LARGER BARS 2' NOT EXPOSED TO WEATHER OR iN CONTACT WITH GROUND: ROOF SLAB 1' I /S' STRUCTURAL SLAB AND WALLS 3/4' 1/8' BEAMS AND COLUMNS (PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS) 1 1/2' 3/8' SLABS ON GRADE 1 1/2' 1/4' 4. NO DEVIATION FROM THE STRUCTURAL PLANS SHALL SE PERMITTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE STRUCTURAL ENGINEER ALL REINFORCING DETAILS TO BE SUBMITTED TO THE ENGINEER FOR HIS APPROVAL. 5. ALL REINFORCING BARS SHALL SE SECURELY HELD IN PLACE DURING CONCRETE POURING. IF REQUIRED, ADDITIONAL SAS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS. 1. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A '85 -19 AND IT SHALL BE SUPPORTED ON SLAB BOLSTERS. B. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON - CONTINUOUS ENDS WITH STANDARD HOOKS, U.O.N. 9. ALL WALLS AND COLUMNS SHALL SE DOWELED INTO FOOTINGS, WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE. LiSE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY INDICATED. 10. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. SPLICE BARS IN SPANDRELS, WALLS, SEAMS, GRADE SEAMS ETC. (UNLESS OTHERWISE NOTED) AS FOLLOWS: TOP BARS AT CENTER LINE OF SPAN* BOTTOM BARS AT THE SUPPORT. II. REINFORCING ALLOWANCE: THE CONTRACTOR SHALL PROVIDE 1.5 TONS OF STEEL REINFORCEMENT FOR THE ENGINEER TO USE AT HIS DISCRETION DURING CONSTRUCTIONOF THE PROJECT. THE CONTRACTOR CONTRACTOR TO REIMBURSE THE OWNER FOR THE UNUSED PORTION. REINFORCED MASONRY : 14. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE, ONE COURSE ASOvE AND TWO COURSES BELOW ANCHOR ELEVATION. 15. USE PRESSURE TREATED WOOD IN CONTACT WITH MASONRY. !6. PROVIDE POURED IN PLACE LINTELS OR HEADERS OVER ALL. MASONRY OPENINGS NOT FLUSH WITH STRUCTURAL FRAME. 17. REINFORCING SPLICES TO BE 48 BAR DIAMETERS 18. A SPECIAL INSPECTOR IS REQUIRED TO BE PRESENT DURING ALL GROUTING OPERATIONS. LINTELS: 2. LINTELS MAY SE INTEGRAL WITH THE TIE BEAM WHEN HEAD OF OPENING 15 !6' OR LESS BELOW THE TIE BEAM. CONTINUE TYP. BOTTOM BARS THROUGH AND ADD 2 BOTTOM BARS At DRAP, ADD 3"3 STIRRUPS ' 8' O.G. At EACH END OF ALL OPENINGS EXCEEDING 6' -0' TYP. DROP SHALL HAVE 8' MINIMUM BEARING ON EACH SIDE OF OPENING. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL SE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 'AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL'. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM 436 (Fy =36,000 PSI.) FOR PLATES AND ROLLED SECTIONS AND ASTM 4500 (F4,�� P51.) FOR RECTANGULAR TUBING. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A -301. STRUCTURAL BOLTS SHALL CONFORM TO ASTM A -325 AND SHALL BE SEARING BOLTS UNLESS NOTED OTHERWISE. 4. ALL CONNECTIONS SHALL DEVELOPED FULL STRENGTH OF MEMBER 5. ALL WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE ANSI /A WS D1.1 OF THE AMERICAN WELDING SOCIETY AND SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES PRIOR TO START OF STEEL FABRICATION AND /OR PROCEEDING WITH CONSTRUCTION. 1. STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A CORROSION iNHISITING PRIMER AND PAINTED WITH A COMPATIBLE PAINT A3 REQUIRED BY THE ARCHITECT AND/OR OWNER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL STEEL MEMBERS DURING ERECTION AND PRIOR TO FINAL ATTACHMENT TO MASONRY WALLS OR COLUMNS. 9. EXPANSION BOLTS SHALL BE HILT' KWIK BOLTS OR EQUAL CONFORMING TO MATERIAL SPECIFICATIONS FOR STUD, WEDGE, NUT AND WASHERS INDICATED BY THE HILT' SYSTEM. BOLTS SHALL SE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATIONS TO OBTAIN THE ALLOWABLE SHEAR AND TENSION CAPACITY INDICATED IN THE HILTI CATALOG. PREFABRICATED WOOD TRUSSES: 1. TO BE DESIGNED AND MANUFACTURED iN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THE TRUSS PLATE INSTITUTE AND ARCHITECTURAL - STRUCTURAL DRAWINGS. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION SUPERIMPOSED LOADS SHALL BE AS FOLLOWS: ROOF: TOP CHORD: 45 P.SF. BOTTOM CHORD: 10 P.S.F. WIND UPLIFT = SEE ROOF FRAMING PLAN STRUCTURAL WOOD I. ALL STRUCTURAL WOOD SHALL SE AIR - CRIED, WELL - SEASONED GRADE MARKET AT MILL WITH MAXIMUM MOISTURE CONTENT OF 19 PERCENT AND SHALL BE SOUTHERN PINE No. 1 GRADE OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES: 4LLOWASLE FLEXURAL STRESS 1350 P61 ALLOWABLE SHEAR STRESS 90 PSI MODULUS OF ELASTICITY 1,400,000 P31 3/8' 2. ALL LUMBER USED STRUCTURALLY SHALL BE IDENTIFIED BY THE GRADE MARK OF A LUMBER GRADING CR INSPECTION BUREAU. 3. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED 3/8' TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED AND TO RES,ST THE LOADS IMPOSED. 4. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR ANY OTHER CEMENTITIOUS MATERIAL SHALL SE TREATED TO COMPLY WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD LP -2. 5. METAL CONNECTORS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE APPLICABLE CODES. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ( AC1 - 301 -99) 3. CONCRETE STRENGTH AT 28 DAYS SHALL SE AS FOLLOWS: . FOUNDATIONS 3000 PSI SLAB ON FILL 3000 P51 . COLUMNS 4000 P31 . STRUCTURAL SLABS 4000 PSI (U.ON.) . BEAMS 4000 PSI (U.ON_) 4, MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT ON ANY CONCRETE 'WORK. S. NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 6. FORMWORK SHALL COMPLY WITH 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK'. (AC1 3418 -94). T. THE GENERAL CONTRACTOR IS SOLELY RESPONS SLE FOR SAFE ADEQUATE SHORING RE- SHORING, BRACING AND FORMWORK GENERAL CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA REGISTERED ENGINEER TO PREPARE SHCRNG AND RESHCRING PLANS AND THEY SHOULD BE SUSM1TTED TO THE ENFORCEMENT AGENCY FOR RECCRDKEEPING. 8. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER TO PERFORM CONCRETE CYLINDER TESTS 46 FOLLOWS: FOUR CYLINDER TEST PER THE SOIL CONSISTS OF UNDISTURBED SAND WITH AN ALLOWABLE L BEARING CAPACITY OF 2000 PSF. AT TIME OF EXCAVATION THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR ENGINEER TO VI51T THE SITE TO OBSERVE THE SOIL CONDITION AND THE ARCHITECT/ENGINEER SHALL SUBMIT 4 LETTER 70 THE BUILDING OFFICIAL ATTESTING THAT THE SITE HAS BEEN OBSERvED AND THAT THE SITE CONDITIONS CONFORM TO DESIGN BEARING PRESSURES F APPLICABLE. S. NO DIMENSIONS SHALL eE SCALED FROM DRAWINGS. 10. GENERAL CONTRACTOR BALL CHECK, REVIEW AND VERIFY ALL PLANS DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREF'ANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR !N THE SPECFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO 3. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C9.0 GRADE N CODE'S, RULES AND DNS SHALL BE NOTIFIED iN WRITING TO MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE PRISM STRENGTH THE ENGINEER. ANY SucH CREPANCIES, OMISSIONS, CR (F'm) CF 1,100 P.S.I., AND THE AvERAGE OF 3 UNITS 1900 P.S.!. , MORTAR vARATIONS NOT REPORTED DURING THE BIDDING PERIOD 5HALL BE THE TO BE TYPE M CONFORMING TO ASTM C210. MASONRY UNITS SHALL BE RESPONSIBILITY oF THE SAL CONTRACTOR WHO SHALL PERFORM THEMiN. OF 50% SOLID, CORRECTED WORK AS PER E ENGINEER'S INSTRUCTIONS. II, THESE NOTES SHALL BE ED IN CONJUNCTION WITH 71-4E SPECIFICATIONS ISSUED BY E ARCHITECT. 1 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR ONING, MECHANICAL AND ELECTRICAL DIRAUJINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, OPENINGS, REGLETS BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE :OUGHT TO THE ATTENTION OF THE ARCH1TECT-ENGINEER BEFORE PROCEEDING WITH THE WORK. 13. GENERAL CONTRACTOR ALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL FORE FABRICATION CR ERECTION OF ANY STRUCTURAL ST-STEM. TALL RESTRICT AND PROPERLY ISOLATE OTHER COURSE. USE PREFABRICATE, CORNERS AND TEES AT WALL 1. SUMMIT SHOP DRAWINGS (MINIMUM THREE SETS) FOR ALL STRUCTURAL 14. GENERAL CONTRACTOR T AND LOADS FROM INDUCING CR INTERSECTIONS. OVERLAP DISCONTINUOUS ENDS A MIN. OF 12 '. WOOD AND STEEL SHOWN ON THE CONTRACT DRAWINGS FOR ,4LL CONSTRUCTION TRANSMITTING v1E3RATIONS TO THE STRUCTURE DURING CONSTRUCTION. HORIZONTAL REINFORCING SHALL CONFORM TO ASTM A /62. ENGINEER'S REVIEW. ALL BE RESPONSIBLE FOR THE DSPCSAL S. USE GROUTED CELLS WITH '5 VERTICAL AT WALL INTERSECTIONS, 15. GENERAL CONTRACTOR S P EACH SIDE OF OPENINGS iN THE WALL AND AT THE ENDS OF WALLS. USE OF ALL ACCUMULATED WATER FROM EXCAVATION AND R THE D 1 °5 IN FILLED CELL, U.ON. OPERATIONS IN SUCH A WAY S TO NOT CAUSE INCONVENIENCE THE STRUCTURAL ELEMENTS. 9• USE BAR SPACERS IN EVERY 6th COURSE WHERE CELLS ARE TO BE TO THE LIGIRK AND DAMAGE TO GROUTED. !6. GENERAL CONTRACTOR GALL SE RESPONSIBLE I--k6 FOR UPDATING 6 TH ANY REVISED DRAWINGS AND SPECS, 10. PROVIDE CLEAN OUT OPENINGS FOR EACH GROUTED CELL. .R5 AND CLARIFICATION SKETCHES ISSUED 11. USE ASTM A 615 GRADE 60 REINFORCING STEEL. DURING THE COURSE OF' ?RUCTION. 12. IN HIGH LIFT GROUTING USE A MAX. LIFT OF 4' -0' MiN 1/2 HOUR SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL SE THE 3CR AND MATERIALS BY OTHERS. AND MAX 1 HOUR BETWEEN LIFTS. VIBRATE EACH LIFT AND RECONSOLIDATE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT HOWEVER THE GFNERAL CONTRACTOR SHALL PROVIDE COORDINATION AMCFREVIOUS LIFT AFTER PLACING NEXT LIFT. ALL CONSTRUCTION IS IN FULL AGREEMENT WITH t-4E LATEST 13. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY ANSTRUCTURAL DRAWINGS. ENGINEER OR ARCHITECT IN ACCORDANCE WITH ACI 531. 4. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH ONE SEPIA COPY OR SIX BLUE LINE COPIES OF 61-40P DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER 15 ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. 1. LAY UP ALL 8' MASONRY UNIT5 PRICK TO CONSTRUCTION OF THE NY DAY'S POUR LESS THAN 50 CUBIC YARDS. SUPPORTED MEMBERS FOR THE SAME STORY. USE TYPE M MORTAR IN BEARING WALLS. LAY UP UNITS IN RUNNING BOND. 9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE 2. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH ACI 531, SHALL COMPLY WITH ACI 301 - 99. 'BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES: AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. ' SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD SEARING 1. VERTICAL CONSTRUCT JOINTS USING APPROVED BULKHEADS CONCRETE MASONRY' N.CMA. MAY BE MADE AT CENTER OF BEAM OR 5L45 SPANS WHERE STOP IN CONCRETE WORK 15 NECESSARY. FOR ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SEE DETAILS. ANY OTHER CONSTRUCTION JOINT REQUESTED SY THE GENERAL CONTRACTOR SHALL BE SHOWN ON THE SHOP DRAWINGS FOR THE ENGINEERS REVIEW. 12. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. 13. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL 4. TEST ONE SET OF MASONRY UNITS IN ADVANCE OF BEGINNING (A5 IN WALLS, COLUMNS, AND DROP CAPITALS) 60 AS TO CAUSE OPERATIONS AND ONE 5E7 DURING CONSTRUCTION FCR EACH 3000 SQ/FT. OF SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF WALL AREA. SAMPLE FROM ACTUAL FIELD UNITS, VARYING LENGTHS 50 THAT THE FREE UNCONFINED FALL OF CONCRETE 5. USE TYPE "M' MORTAR IN ACCORDANCE WITH ASTM C2 USE 3/8' SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT NUMBER SHALL BE USED FULL BEDDED JOINTS FOR ALL MASONRY UNITS. REMOVE MORTAR PROTRUDINQ ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMES. INTO CELL CAVITIES THAT ARE TO BE REINFORCED AND GROUTED. ALLOW A MIN. OF 24 HOURS FCR MORTAR. 6. USE 3000 PSI PUMP MIX READY MIX GROUT MADE WITH MAX. 3/S' AGGREGATE AND 8' TO 10' SLUMP. TEST SAMPLES FOR COMPRESSIVE STRENGTH TEST EVERY 30 YARDS OR EACH DAYS GROUTING. SHOP DRAWINGS 1. USE "9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCING iN EVERY NOTES 2. CONTRACTOR 51-1ALL REVIEW ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER AND MAKE ALL CORRECTIONS AS HE DEEMS NECESSARY AND SHALL CERTIFY ON EACH DRAWING THAT THE CONTRACT DOCUMENT REQUIREMENTS HAVE BEEN MET AND ALL DIMENSIONS, CONDITIONS AND QUANTITIES ARE VERIFY AS SHOWN AND/OR AS CORRECTED ON THIS DRAWING. 3. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE EXIST. FOOTi� EXIST. BLOCK LUAU_ EXIST. TIE COLUMN OR C. NG TE NEW WALL TO EXISTING TYP. HEADER N.T.S. NE... TIE BEAM DRO ©TB TO :jiNT✓OLL, Hi d ADD 2'5 CON T. FRECAS' ,'HERE Sk-C,LN ON 2' -0 NOTE "A" DRILL AND EPDXY °4 S45 4" INTO EXiSTNG CC_uMN NO E NET,: FOOTING NEW CONCRETE COLL,MN D RILL 4 EPDXY NEW BEAM RE INFCRCEM =N' 6 " INTO EXISTING T' E BEAM. - , = D R LL E EPDXY NEW FTG. REINFORCEMENT 6" INTO EXISTING FOOTING NEW FOOTING EXISTING FOOT NG 2 - X 2' -0" DOL)ELS DRILL &" INTO EXISITNG FTG 4 SET iN EPDXY RESIN. TYPICAL NEW TO EXISTING WAIL_ FTC CONNECTION DETAIL NEW TIE BEAM 50 - T.O. 7 Ex ST. BEAM 2 -x5 De __ED 4 EXFCX ED 5" NTO EX STING Be AM BOTT.OF EX'ST, BEAM 2 -"5 X 2' -6' DCLL'ELS CiR''LL o" INTO EXIST TIE BEAM 4 SET IN EPDXY RESIN. NIVAr A 6 "-.' A fzi 1 p zA FA AI 1 A A TYPICAL NEW TO EXISTING TIC 5EA1"I CONNECTIO`. ZDET4 � 2 � NEW TO EXIST.- CONNECTIONS N.T.S. UJ4LL IN°O1RCE NEl,U COL TO EXIST. STRJCTIiRE EXISTING TIE BEAM I FOV!D E CONC. EI_�ED LUHE <E NDICATED AT FDN. FLAN :i e FLOOR FLAN L O Fi- OCTiNG '0°i =OC' ENT 8'X 1 2' NELu CONCe ='= CO_U"N SEE CCL u"N' 6C-- ED -_E FOR RE 'NFORCE 'IN'. 2 -s5 X 3-0 E E 72) 5 N'C �- J A � =X o CELLS. N Z U 0, J (1) 0 1 < 1 I L • /Y '♦, DIFFUSER SCHEDULE UNI \O. A-»..+ AC,: - 1 SE ✓ES 41_,_ A/C AREAS -O 04F- '" 5 - ,/ - 3.a TO\ S ' r :::• ;" RANGE REMARKS :. - SuP ° �Y W 'OXo 300 4 -'WAY T1-■ROW 2 JJ ro Xro 100 F RSTC°P NC 1- 00-2oa-230 ,", R-^�N 5 -- C2',;DFC Scal: .4s Shown QatE 03 -02 -O5 RA <E 2 0.0 3 /a'- T /a" D1SCONNEC* SW' T C1- AL_ 5E R -o FCR 4/C D',C'S N No 4 COND ES CONTRACTCR TO X DE ALL GRILLES a.) 74-4 OPICSED U CF MANUAL VOLUME DAMPERS 41V `O ARC-1-1 TGCTS SPECIFICATION T DA`' PRCGRA`"45 ^^ rONF ' ^^.^ .--. / XI_# I II • U V 1 \! 1 I—. 11I 1 1 V # .J1 • 1 1 V VI 1`v V I-. L..... UNI \O. A-»..+ AC,: - 1 SE ✓ES 41_,_ A/C AREAS -O 04F- '" 5 - ,/ - 3.a TO\ &ENE CAP4 C - Y ��. , -R 2a, &00 :. - SuP ° �Y ,600 Dr Titles SECOND FLOOR PLAN -4E Q <-, '0.0 0.30 3/.N5 - a %a4 F RSTC°P NC 1- 00-2oa-230 ,", R-^�N 5 -- C2',;DFC Scal: .4s Shown QatE 03 -02 -O5 RA <E 2 0.0 3 /a'- T /a" D1SCONNEC* SW' T C1- AL_ 5E R -o FCR 4/C D',C'S N No 4 COND ES HVAC DESIGN REQUIRES: YES NO D_CT S 'O<E CETECTCR • x , F eE DAVFER(5) , S^'CKE DA"PER(S) Dr Titles SECOND FLOOR PLAN x ' FE eA ENCLCS,.RE F R E eATED eooF, = _C; ca NG 455E ; F RSTC°P NC ,", S1 'C<E CON'RO_ Scal: .4s Shown QatE 03 -02 -O5 ID vv : AC -1 2 11 X 1 2 " LOUVER - m DAMPERS RAINCA° F .MENT PER = .5.0.. MEC1 -14N C4_ SECT' ION 403= 35 M. O.A. PROVI F'I -TRA T ION. AIIR 2 4 REQ X6 "X1/4" PLATE. ANCI -CRED TO FL CCR ANGLE P- ATE -7YP. 72 2 E4. REQ RED 7 MITER WE-22) 4 GRIND ALL CORNE a°'CO --- NOES: WELD CLOSED AN'T OPEN \GS AT TCP AND CORNER OF TOP ANGLES 2 P4I \T W/2 S'l�C° COATS, AFTER :NS - 4_L4 ON \ M O G AV 1 • V 1 `V I I� PROV UNDE AT DOORS °. Aat B GRCC SAND ,54 SUPPLY DUCT 1" GALV STRAP— COLLAR ANGLE UNDER W/ DAMPER DUCT WRAP TOPS OF CEILING DIFFUSER CONDENSING N.T.o. UNIT ' M N- CO \JOENS[ N—SOFFIT DUCT CONNECTIONS TO CEILING DIFFUSERS DETAIL NO SCALE 150 CFM KITCHEN REF/FRZ E0 C"• W/N - 100 CF`'1 EX NG 0 X a EXISTING DINNIG ROOM i EXISTING LIVING ROOM EXISTING 0 X a ^X'STiNG '0 X 10 EXIS ^XIS ZING (0n FLE>c CONCRETE s Ass 6 X 6 - '0/'0 JIJ� 'uRR'CANE CL.FFS - la Cx4. X 1" L'ID= M`1 STRAPS, E4 STRAP 5O ._1S TO UNITS AND 2 ' 1 0 A \CI -OR BO�.TS TO CONCRETE 2 ON EACk SIDE OF UNIT, FOR 'O "4_ OF a 4' "�L GRVER EXi -RUST SI N 3C GA 3;-i_E_ `'E74_ \TRANCE OF R- FR'GERANT _IN =S \TO P.vC. p T'E w/ PEe EA�sr, RE3 _ENT , O1,\ 1 -1/2" GALV. STRAP W /INSULATION SADDLE UNDER DUCT (TYP.) PANDUIT STRAP CEILING DIFFUSER --ROV`DE '2x12 _ OVVER .. G4 / TY DAMPER RA'NCAP 2) STAINLESS STEEL CABLE T E- DOI.1iN J'2F ?C CEOs. SRO` EAC:- OVER TO L.1"-STAND 4URRiCANE 'WNDS (T7F CAL.) SECURE CABLES `0 CCNCRETE PAD JS!NiCI ANC-CR -OLTS AND TURNBUCKLES ;OR `^4 N'_NANCE. EOIwER 4 CONTROL CONNECTIONS M N. 'YP. I \G D FRO / DE 2x! 2 LOU' R L,,iSRAv - d RA'NCAP NE W/O NS�I_AT!ON '4 SCEDULE 40 P.v.C. PPE INCRF_ASiE SIZE AS REQU RED aY ' L_NGT - 4N0 eOU vG SUCT'O\ t NE ARM AF E AT ON 3 VAPOR: 54R' 4 _CANER ✓OCR ) 3'NG A CLEARANCE ALL 4ROUND _x STING '0 X a FIRST FLOOR PLAN L EX a'i \G COND'ENSIN'G UN URR'CANE '6-RAPS TO R_S S` WIND PRESSI.RES EXISTING BEDROOM EXIST:NG l' A/C COND. DRAIN 1/4"- N `-ROY DE a E-= 5R04N MOD =_ \o. o_a S0 C' 20 '/✓ 'i' P -; "'oO u? - 'ROV :.= SAC <. /RAF , DAMPER TJRN'.NG \/AINCS I =_-X DUCT SDIN COLLAR - TT N'' v f I . DUC A R OW AIR FLOW OR< AIK (.;UNUI 1 IUNING GENERAL NOTES F RO)/ F.. RN &- AND N574— ) ALL NECESSARY .-,'ER'ALS AND _ABCR FORA COYPLE E_Y OPERA - 0NA_ R SONG T NG, i-EA AND ✓'N AT,NG S` S - EY AS ▪ O.-.N ON E DRALNGS ANG -ER_ N SPEC; ',STALL 'N ACCCRDANC T» 7-€. SC T OR DA BL. •NG SOD E. ASI -RAE, S ACN'A, N: P,,. AND OCA_ CRD NANCES. - SCOPE OF a.CR< PRO DE 7 4E FOL_ O NS CO"'P_E a S E"5 & PP Y DJr SYS AND r P .SERB. 1F. :57 --`EY FOR BA 'R o YS A.R CCND; T .CN'NG J\ TS WITH REFR GERA \T P P NG AND CONTRO_S. PAY FOR ALL FEES, N5 ONS AND CON.NEG CN - .A,RSES RiQUIREO. - VERIFY A` -OB 5 `E AL_ SPACE GONG' ONS, DIYENS'ONS AND EQ'.'F IENT S PRIOR TC C.GT FABR:CA` ;GN OR !NS`A_'_A' ON. COCRD AA`E RE QI.' RE"EN'S ',. A' ✓O D IN'ERFEREVCE WI 0 �RADES. - SL4,RAN ALL UCR . =REE OF DEFECTS IN "' • - ER'A_S AND LCRt<Y4NSHIF FOR 4 PEROD OF ONE 7 E-4R =ROY DA OF ACCEPTANCE D�cT�,cec - GENERA_ A_L DUCT SZES SHOWN ARE CLEAR N5'DE D YEN3IONS. - M N. ; NS;JLA - ON VALI.E FOR FLEXIBLE AND D Dur"S IN .NCONC IT ONE '&PAGES S R - T..,GR <'RLN< _.NES AND DROPS MAY VARY PROF? _ AN DUE TO TRU55 CCNF G.RA'.ON3. - FRO/ DE. DOUBLE 'A CKN'ESS ",.RN NG VANES 4 4 -_ SOL :ARE E_BOWS..LfERE '4E ELBOWS ARE RECTANs LAR NSTA_- S•NGLE "� CKNESS DNS - EAD. AIR D'IS`R BiiT CN PROD..CTS - PRCV•DE SUPP_" DUO'S AND DIFF:SERS AS NDiCATED ON T DeAI:rNGS. - FRCVIDE AEI_ NECESSAR 3 -EEVES BEFORE CONCRE`F S PoI..RED AND COCRD NA - E PLANS AND _OCA•CN OF DLCTS W TA TRUSS MAN.FACTI:RE.R FR OR TO COYMENCNG W _4 - 4E = CQNFL cT AR SES AND NG ,.AS NOT DONE 'C OUN'ER AND ARC:- SHALL BE AE RESPON5B'ILI7Y OF 7 -4E 41C (CON`RAO - OR TO - A SOLU'iON. - PROVIDE FIN.SAES AND TYPES OF M GT INA TcN I.dT■ T-.E CE: ING T YPES AS SF.OIJN ON ARCAITEC':RA_ GRAIL INS. EQU :P"ENT AND P FANG: - REFRIGERANT PIP!VCs. SEAT _ES3 COPPER 7 '•PE AND HARD OR SOFT GRAJ.N ON ACR COPPER TI.B'NG W'A RO:S - COPPER SOLDER :ONT FITTINGS, SOLDER Sr -IALL Be 3 APPL'LE SJ TABL= INSJL A`E AL 's_ REFRGERANT ON PIPNS UI'I. LC CLOSED CEL_ POLYE'FYLENE PRE` PIPE INSULAT CN, WIT',, AN APPROVED PPE AND SYO<E „AGi<ET. =HINT AL'_ EXPOSED lNSt1L4 L. TWO COATS OF 'WHITE _4 - EX FAINT. - PROVIDE ASR COND'T'ON NG UN TS WITH MATCHING LOW VOLTAGE HEAT -COOL THERMC5TAT5 WTH ON -OFF AUTO S' B - BASE SWITCH, FURN$HED BY - HE E D!..P' EN' YAN',.FACTI,RER - 4_L AIR CONDI VS COMPRESSCRS SHAL_ BE WARRAN - ED FOR A YIN YLM OF FIVE YEARS AFTER DATE OF ACCEPTANCE OF THE PRO„ECT INSTA__ATION: INSTAL_ ALL EQU F'MENT 'N ACCORDANCE TO MAN.:FACTURER'S MANUAL AND REDO "ENDA`!ONS PAY NG SPECIAL A -- EN' :ON - C REQI. RED CLEARANCES FOR INSTALL A`• QN, O °E RAT • ON AND ECE RV: °. UNIT COULD BE TAE ONE SPEC ;FED OR EQUAL 3`' OL.NERS RE ..EST. R1GID L C� ES N.T.a. N LIJ I 0 N J V1 0 Qr (I CC N M1 woNN I 0Nu3 N 2 .JX ct 4 2 1— L. N 0 z _ M z 1 r� 0 t 4 jt I c 175 NW 1 O9TH STREET MIAMI SHORES, FLORIIA 3 3 i s 8 Client: G 1 NA BA 1l 1=1 Dr Titles SECOND FLOOR PLAN FtovisirDn Data Scal: .4s Shown QatE 03 -02 -O5 ID vv : AC -1 2 11 X 1 2 " LOUVER - m DAMPERS RAINCA° F .MENT PER = .5.0.. MEC1 -14N C4_ SECT' ION 403= 35 M. O.A. PROVI F'I -TRA T ION. AIIR 2 4 REQ X6 "X1/4" PLATE. ANCI -CRED TO FL CCR ANGLE P- ATE -7YP. 72 2 E4. REQ RED 7 MITER WE-22) 4 GRIND ALL CORNE a°'CO --- NOES: WELD CLOSED AN'T OPEN \GS AT TCP AND CORNER OF TOP ANGLES 2 P4I \T W/2 S'l�C° COATS, AFTER :NS - 4_L4 ON \ M O G AV 1 • V 1 `V I I� PROV UNDE AT DOORS °. Aat B GRCC SAND ,54 SUPPLY DUCT 1" GALV STRAP— COLLAR ANGLE UNDER W/ DAMPER DUCT WRAP TOPS OF CEILING DIFFUSER CONDENSING N.T.o. UNIT ' M N- CO \JOENS[ N—SOFFIT DUCT CONNECTIONS TO CEILING DIFFUSERS DETAIL NO SCALE 150 CFM KITCHEN REF/FRZ E0 C"• W/N - 100 CF`'1 EX NG 0 X a EXISTING DINNIG ROOM i EXISTING LIVING ROOM EXISTING 0 X a ^X'STiNG '0 X 10 EXIS ^XIS ZING (0n FLE>c CONCRETE s Ass 6 X 6 - '0/'0 JIJ� 'uRR'CANE CL.FFS - la Cx4. X 1" L'ID= M`1 STRAPS, E4 STRAP 5O ._1S TO UNITS AND 2 ' 1 0 A \CI -OR BO�.TS TO CONCRETE 2 ON EACk SIDE OF UNIT, FOR 'O "4_ OF a 4' "�L GRVER EXi -RUST SI N 3C GA 3;-i_E_ `'E74_ \TRANCE OF R- FR'GERANT _IN =S \TO P.vC. p T'E w/ PEe EA�sr, RE3 _ENT , O1,\ 1 -1/2" GALV. STRAP W /INSULATION SADDLE UNDER DUCT (TYP.) PANDUIT STRAP CEILING DIFFUSER --ROV`DE '2x12 _ OVVER .. G4 / TY DAMPER RA'NCAP 2) STAINLESS STEEL CABLE T E- DOI.1iN J'2F ?C CEOs. SRO` EAC:- OVER TO L.1"-STAND 4URRiCANE 'WNDS (T7F CAL.) SECURE CABLES `0 CCNCRETE PAD JS!NiCI ANC-CR -OLTS AND TURNBUCKLES ;OR `^4 N'_NANCE. EOIwER 4 CONTROL CONNECTIONS M N. 'YP. I \G D FRO / DE 2x! 2 LOU' R L,,iSRAv - d RA'NCAP NE W/O NS�I_AT!ON '4 SCEDULE 40 P.v.C. PPE INCRF_ASiE SIZE AS REQU RED aY ' L_NGT - 4N0 eOU vG SUCT'O\ t NE ARM AF E AT ON 3 VAPOR: 54R' 4 _CANER ✓OCR ) 3'NG A CLEARANCE ALL 4ROUND _x STING '0 X a FIRST FLOOR PLAN L EX a'i \G COND'ENSIN'G UN URR'CANE '6-RAPS TO R_S S` WIND PRESSI.RES EXISTING BEDROOM EXIST:NG l' A/C COND. DRAIN 1/4"- N `-ROY DE a E-= 5R04N MOD =_ \o. o_a S0 C' 20 '/✓ 'i' P -; "'oO u? - 'ROV :.= SAC <. /RAF , DAMPER TJRN'.NG \/AINCS I =_-X DUCT SDIN COLLAR - TT N'' v f I . DUC A R OW AIR FLOW OR< AIK (.;UNUI 1 IUNING GENERAL NOTES F RO)/ F.. RN &- AND N574— ) ALL NECESSARY .-,'ER'ALS AND _ABCR FORA COYPLE E_Y OPERA - 0NA_ R SONG T NG, i-EA AND ✓'N AT,NG S` S - EY AS ▪ O.-.N ON E DRALNGS ANG -ER_ N SPEC; ',STALL 'N ACCCRDANC T» 7-€. SC T OR DA BL. •NG SOD E. ASI -RAE, S ACN'A, N: P,,. AND OCA_ CRD NANCES. - SCOPE OF a.CR< PRO DE 7 4E FOL_ O NS CO"'P_E a S E"5 & PP Y DJr SYS AND r P .SERB. 1F. :57 --`EY FOR BA 'R o YS A.R CCND; T .CN'NG J\ TS WITH REFR GERA \T P P NG AND CONTRO_S. PAY FOR ALL FEES, N5 ONS AND CON.NEG CN - .A,RSES RiQUIREO. - VERIFY A` -OB 5 `E AL_ SPACE GONG' ONS, DIYENS'ONS AND EQ'.'F IENT S PRIOR TC C.GT FABR:CA` ;GN OR !NS`A_'_A' ON. COCRD AA`E RE QI.' RE"EN'S ',. A' ✓O D IN'ERFEREVCE WI 0 �RADES. - SL4,RAN ALL UCR . =REE OF DEFECTS IN "' • - ER'A_S AND LCRt<Y4NSHIF FOR 4 PEROD OF ONE 7 E-4R =ROY DA OF ACCEPTANCE D�cT�,cec - GENERA_ A_L DUCT SZES SHOWN ARE CLEAR N5'DE D YEN3IONS. - M N. ; NS;JLA - ON VALI.E FOR FLEXIBLE AND D Dur"S IN .NCONC IT ONE '&PAGES S R - T..,GR <'RLN< _.NES AND DROPS MAY VARY PROF? _ AN DUE TO TRU55 CCNF G.RA'.ON3. - FRO/ DE. DOUBLE 'A CKN'ESS ",.RN NG VANES 4 4 -_ SOL :ARE E_BOWS..LfERE '4E ELBOWS ARE RECTANs LAR NSTA_- S•NGLE "� CKNESS DNS - EAD. AIR D'IS`R BiiT CN PROD..CTS - PRCV•DE SUPP_" DUO'S AND DIFF:SERS AS NDiCATED ON T DeAI:rNGS. - FRCVIDE AEI_ NECESSAR 3 -EEVES BEFORE CONCRE`F S PoI..RED AND COCRD NA - E PLANS AND _OCA•CN OF DLCTS W TA TRUSS MAN.FACTI:RE.R FR OR TO COYMENCNG W _4 - 4E = CQNFL cT AR SES AND NG ,.AS NOT DONE 'C OUN'ER AND ARC:- SHALL BE AE RESPON5B'ILI7Y OF 7 -4E 41C (CON`RAO - OR TO - A SOLU'iON. - PROVIDE FIN.SAES AND TYPES OF M GT INA TcN I.dT■ T-.E CE: ING T YPES AS SF.OIJN ON ARCAITEC':RA_ GRAIL INS. EQU :P"ENT AND P FANG: - REFRIGERANT PIP!VCs. SEAT _ES3 COPPER 7 '•PE AND HARD OR SOFT GRAJ.N ON ACR COPPER TI.B'NG W'A RO:S - COPPER SOLDER :ONT FITTINGS, SOLDER Sr -IALL Be 3 APPL'LE SJ TABL= INSJL A`E AL 's_ REFRGERANT ON PIPNS UI'I. LC CLOSED CEL_ POLYE'FYLENE PRE` PIPE INSULAT CN, WIT',, AN APPROVED PPE AND SYO<E „AGi<ET. =HINT AL'_ EXPOSED lNSt1L4 L. TWO COATS OF 'WHITE _4 - EX FAINT. - PROVIDE ASR COND'T'ON NG UN TS WITH MATCHING LOW VOLTAGE HEAT -COOL THERMC5TAT5 WTH ON -OFF AUTO S' B - BASE SWITCH, FURN$HED BY - HE E D!..P' EN' YAN',.FACTI,RER - 4_L AIR CONDI VS COMPRESSCRS SHAL_ BE WARRAN - ED FOR A YIN YLM OF FIVE YEARS AFTER DATE OF ACCEPTANCE OF THE PRO„ECT INSTA__ATION: INSTAL_ ALL EQU F'MENT 'N ACCORDANCE TO MAN.:FACTURER'S MANUAL AND REDO "ENDA`!ONS PAY NG SPECIAL A -- EN' :ON - C REQI. RED CLEARANCES FOR INSTALL A`• QN, O °E RAT • ON AND ECE RV: °. UNIT COULD BE TAE ONE SPEC ;FED OR EQUAL 3`' OL.NERS RE ..EST. R1GID L C� ES N.T.a. N LIJ I 0 N J V1 0 Qr (I CC N M1 woNN I 0Nu3 N 2 .JX ct 4 2 1— L. N 0 z _ M z 1 A 2.20 v. Rscetacle -O' 4.F =. t uj r. WP H I5 4 !25 V Ie �EC�p:ao »s 'ar or3c•ro) v:os. 3/4" DUI 3tr rU�. ter' Intercom Master Intercom Push 15ottorn CC LieHt Fixture For 11ste For wet locatirl �t Uo 0 F'.oUrescsrt _('Ht Fixture )(.,___ KITCHEN OR SATHRCOM r I SMOKE DETECTOR CONNECTION DETAIL 120 V. L�NE S'DE SMO <^ DETECTOR PHASE CONDUCTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A BLE KITCHIEN OR BATHROOM L CIRCUIT, WITH ERY BACK -UP AND SHALL NOT SE C.:0NiNECTED ONTO THE LOAD SIDE OF GROUND FAUI T CIRCUIT ER. ALL SMOKE DETECTOR'S AR.E 70 SE CONNECTED. N.T.S. NOTES AMPS 20 20 20 20 15 , 15 15 15 ''5 15 20 30 TYPE SERVICE VOLTAGE MOUNTING POLES 2 2 2 I I SECU AL AR`' PANEL TOTAL V.A. 2 -, 000 1 , 500 1,502 1 ,500 x 1,500 4,550 LOAD CENTER S, E TYPE 120/240, 1PH, 3W FLUSHED COND SIZE 3/4" 3'4 ,. 2 „ 1 /2" 72" 1/2" /2 , 1 /2' /2" 1/2' 1 /2' '' /2 „ /2 „ 1/2" 1 /2" DEMAND LOAD (SEE LOAD CALCULATION) 1 -ROMEX CABLE IS ACCEPTABLE, ELECTRICAL NOTES 1. CONTRACTOR ALL FURNISH ALL LABOR MATERIALS AND EOUIF'MENT FOR 3Oi1PLETE ELEC'R''C4_ INSTALLATION IN ACCORDANCE TI-4 T1 -4ESE DRAL INC S. COMF'LY WITH THE NEC. AND THE SOUTH FLORIDA BUILDING CONDUITS AS REQUIRED FOR TELEPHONE 4.. A'FLIANCE .TS LOCATIONS SHALL BE COORDINATED LIANICE 5 CONTRACTOR ALL VISIT THE S'TE TO FAMILIARIZE HIMSELF EXISTING WITH ALL CONDITIONS. A/C COV,FRESSOR AND ALL ELECTRICAL CONNECTIONS S; -!ALL SE INSTALLED vE BASE FLOOD ELEV. AND SLUiTCHES SHALL SE STANDARD TYPE, COLOR TO BE OWNER. a. Ol.11 PT AC_ RECEPTACLES A BATE -, GARAGE AND <ITCI -4EN 9. SMOKE DETECTOR HARDL,,IRED TO KITCHEN CR BATHROOM LIGHTING T AND WITH SAT BACK -U CONNECT SMOKE DETECTOR AHEAD OF SWITCHES. 1 0. ELECTRICAL (TRACTOR TO COORDINATE SERVICE WITH F.P.L. CODE SYS'E" U/ PI,.LLSTR'NGS. WITH ACTUAL Wi'1RE REMARKS RANGE 8 A/C OuTD00R jN'T 12 MASTER BATH '2 MASTER BATH 1 2 14 ',4 14 ,4 1 0 S. APR 12 KITCHEN '4 _GHT - FAM'_ EM. OUTLET - • AMI'_Y RV 4 OUT' FT MASER BEDRM _ - DECRY. 2 14 CJTLET - BEDRM. 1 4 OU - LET &'_ GH` LiVINGPM PORCH OUTLET & L'CHT KITCHEN 12 DISHWASHER CONDENS'NG UN'T SPARE CKT. PHASES N0. A B 1 3 5 7 9 1 13 15 17 19 21 23 25 27 29 31 33 35 37 39 L OAD ' IN GENERA L'GHTS AND RECEPTACLE CALCULATIONS 3 *250 C.1'1 T - 45 (CU) iN 2 1/2' GON. 3 x 26 -CU IN 2' G TC F °s POLE j PANEL : "A • 3 x '3 �NIL'N - If`" T nv I "4 N G) UG. SceY,CE L4 ES L AS D'2ECTE B - =PL FPL r Er_e CKT. NO. 2 4 6 6 10 1, 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 A /C REMARKS SPARE -R DG_ OJT'_E` & _IGHT - 3E2PV. 2 LG - 3001 .0. 1 OUTLET &LIGH -31N NGRN SPARE SPAR= FED FROM GUTTER WHEN USE FOR DRYER & RANGE, J SHALL HAVE BOTH, NEURAL & NAS,ER /E"ER •CTC - 'E N (0E'!) MASTER BEDRM BATH (00 BATH (GFI; KITCHEN (GEJ) SMOKE DETECTORS GROUNDING 'a 260 A 1 ELECTRICAL RISER MAIN BUS : 200 AMP NEUTRAL : 200 AMP MAINS : 200 AMP L.O. LOCATION : ROOM `V IRE , 10 2 12 1 4 12 12 12 1 4 COND SIZE 3/4 3/4 0/ /2 /2 /2 2 1/2 /2 1/2 1 /2 FEEDER : SEE ELECTRICAL RISER 1,500 3 x 3 2/'0 TNl„N -CC_ ) I "6 71 - (CU) G IN 2 1/2' COND, TOTA 'POLES V.A. 5,0,20 5 ,000 >5 4< x X 500 1,500 1,500 1 2 2 2 AMPS 30 3C 23 20 i5, 15 '5 '5 CONDUCTOR PER N,E.C, 250 - 60 20 20 #2 THWN CU IN 3/4" CONDUIT GROUND TO TWO (2) 5/8 "x10' -0" GROUND RODS SPACED A MINIMUM OF 6' —O" APART AND TIED TO CWP AND STRUCTURAL STEEL BOND. N.T.S. 23 ^AiN E SERVICE LATERAL UNDER GROUND SEE SITE PLAND FOR CONT NI ELECTRICAL 1 ETER -- tke ■4 Fr C -16 C -31 i 3 0) 7- 1 ' GFI C-31 KITCHEN E C -1,3 EXISTING PORCH NOTE: 1. PER N.E.G. ALL BEDROOM REGEPTACLE SHALL BE SEPARATE FROM LIGHTING DEVICES (ARC R.I.) 4'1./ 7) j- /rte •- PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FCR ALL 15 AND 20 AMP 125 VOLT BEDROOM BRANCH CIRCUIT' (INCLUDING SMOKE DETECTORS), PER NEC 210 -12 t 4G t 1 ( 4,G -19 GFI GFI C -31 GFI 0 -13 C -29 C -25 3 0) C -25 � E,LECTRICAL PLAN \ 1 1/4 " =1' -0" 0 EXISTING DINNIG ROOM 0 -21 C -25 C -25 U 3 W EXISTING LIVING ROOM C -21 30 C -26 C -21 AFCI C -25 -e - AFCI C -25 • 1■ EXISTING BEDROOM 1 AFCI C -21 CPAPCf C -25 SD -2G AFCI C -25 A c-2 5 C 36 0 -36 SDK_} 44u -1 \_J 01j/ iNTEC31RAL 0 - 5,1 D SCONNECT A/C CL CL AFC1 C -23 EXISTING MASTER BEDROOM AFCI 21 AFCI C -23 C - 22 0 -22 3 W AFCI ( 1 - � C -23 1 b EXISTING BEDROOM 2 AFCI C -23 A -35,30 P' ACu 1 C -24 N I U J 0 0 0 2 Z 0 0 0 } Z LINES SANITARY SLOPE: I/4 3 , :3 14 I N z /S DR C D `/A NCE2 SL AB TO ROOF `/Es ON A L �B LAY. 2' (2 f.u.)/ 2" L aJ 3" (4 fu BE 2" VTR. TO ROOF CLOT -:.s WAS ER (2 rt..) PLUMBING NOTES ■T. TO ROO GFNFRAL 4 AND INSTALL) ALL NECESSAR BOR FCR A COMPLETELY OPERAT 4s SHOWN CN 74E D S AND HEREIN SF'EGIF INSTALL IN ACCO w:T THE CODE AND LOCAL C INANCES. OWN CO"1PLETE SYSTEMS SECTION. OmIE-STIc = AND COLD LJATER kINCl CONDENSATE. Fc:e ALL =5, NSPECTIONS AND CONNECTION D VETRIFY AT J05 E ALL SPACE CONDITIONS, DIN'ENSIONS 5, AND EQUIPMENT SIZES PRICK TO STALL ATION.cCORDI'INATE REQUIREMEN To AvoIlD RENCE WITH OTI -;ER TRADES. LJINGS FOR ARCHITECT / ENGsINEER E PROCEEDINCI WITH THE F'URC; -4,45E OR QUIPMENT AND MATERIALS, GWARANTEE ALL ARK FREE OF DEFECTS N MATERIALS > FORA PEIRIOD OF ONE *'EAR FRom 'DATE OF 1 CE . VALVES FOR EACH FIXTL4RE AND AIR SNOI.JN AND WkERE REQUIRED FOR PROPER PERFORMANCE CF THE PO` ✓IDE DIELECTRIC FIT T IING:S TO CONNECT PIPING TO E QU PM OF D I SS it '1I L AIR METALS, LiSE CLAMPS AND F45 OF SIMILAR i'IET4L S OR ISOLATE TEEM FROM P IPIINCa AND SLABS TO PREVENT CORROSION. PIF NG-s D OMESTIC SOT ANDCOLD WATER: COPPER TYPE <" OR WI`s SOLDER JOINTS. WOG BRONZE `✓AL ` ✓ES 25 P.J. MiN. SRC` ✓IDE PRE = MOLDED F'BERCI ASS INS'L LAT`ON FOR HCT WATER LINES. SANITARY WASTE AND VEN CAST IRON �'IiNG UNDER SLABS, CAST IRON CR COPPER D.W.V. Ar'OVE P.` ✓.C. DRAIN PIKE AND FITTING; MA° ®E I,„SED W EN ALL OWED BY THE LOCAL JURISDIC - ION. 4/C CONDENSATE: PVC S CE D'L 40 PIPE AND =1 2 -:UAY C.O. 77 LAV. (2 f .) is W . C . 3" (4fui 2' 2" VENT \4J ('2 r :.) C1 • PLUMBING LEGEND CTG ISOMETRIC DIAGRAM UJCO FD 2 -WAY G.O. 4" (2m : u.) SANITARY SEWER LINE VENT LINE CD CONDENSATE DRAINAGE LINE PT C i• VB VIV VTR AFF • FE FEC ---® FCO 4' PVC SEWER (24 F.U.) CONNECT TO EXIST. SEPTIC TANG E><STING 4" SEWER 7.0 E N VERIFY EXACT 1_0(244 0 ON F'.ELD 1/4 " =1' - CLEANOUT TO GRADE CLEANOUT FLOOR DRAIN COLD WATER (C.W.) LINE NOT WATER (- W.) LINE PRESS. 4 TEMP. RELIEF LINE GATE VALVE CHECK VALVE PRESS. 4 TEMP. RELIEF VALVE UNION NOSE 51E35 VACUUM BREAKER VALVE IN VERTICAL VENT THRU ROOF ABOVE FINISHED FLOOR LEVEL FIRE EXTINGUISHER ON WALL BRACKET (2A -105C) FIRE EXTINGUISHER IN CABINET (2A -1015C) FLOOR CLEAN OUT . ►-1 4 co x 9 I/2' Cw In' Cnu Iw 2 " COI -A) 3/4' CNJ • o® O© V2' O • • TO ROOFI 1' FROM WATER METER ( EXISTNG) /E2P EXISTING 4" a 1 /S" SL /FT CONNECTED TO i=XtS T LNG SEPT'tC TANK TO EX STIN(2 SEPTIC - AN< SEE SITE PLAN NEW 3" SANITARY BRANGI.4 4 1 /4 " =1' —0" 1. PLUMBING PLAN EXISTING GOi'1� =RESS C� 0 1-- I U cc cyn OONN I� UN NONN r W 1 mm MM V v N Q HX u z } z 2 ' 2 ' /2 I I 2 ' / 2 2 I w- ANT -SCAj0 VALVE 2„ ,u/ ANT -5.0-AL D VA __VE / 1 / 2 " w/ C:A' D I CS' OSA- . - Sc- !ARCzE INTO GAR E DISPOSA= uN . 2 '/2 /2 ; L LINES SANITARY SLOPE: I/4 3 , :3 14 I N z /S DR C D `/A NCE2 SL AB TO ROOF `/Es ON A L �B LAY. 2' (2 f.u.)/ 2" L aJ 3" (4 fu BE 2" VTR. TO ROOF CLOT -:.s WAS ER (2 rt..) PLUMBING NOTES ■T. TO ROO GFNFRAL 4 AND INSTALL) ALL NECESSAR BOR FCR A COMPLETELY OPERAT 4s SHOWN CN 74E D S AND HEREIN SF'EGIF INSTALL IN ACCO w:T THE CODE AND LOCAL C INANCES. OWN CO"1PLETE SYSTEMS SECTION. OmIE-STIc = AND COLD LJATER kINCl CONDENSATE. Fc:e ALL =5, NSPECTIONS AND CONNECTION D VETRIFY AT J05 E ALL SPACE CONDITIONS, DIN'ENSIONS 5, AND EQUIPMENT SIZES PRICK TO STALL ATION.cCORDI'INATE REQUIREMEN To AvoIlD RENCE WITH OTI -;ER TRADES. LJINGS FOR ARCHITECT / ENGsINEER E PROCEEDINCI WITH THE F'URC; -4,45E OR QUIPMENT AND MATERIALS, GWARANTEE ALL ARK FREE OF DEFECTS N MATERIALS > FORA PEIRIOD OF ONE *'EAR FRom 'DATE OF 1 CE . VALVES FOR EACH FIXTL4RE AND AIR SNOI.JN AND WkERE REQUIRED FOR PROPER PERFORMANCE CF THE PO` ✓IDE DIELECTRIC FIT T IING:S TO CONNECT PIPING TO E QU PM OF D I SS it '1I L AIR METALS, LiSE CLAMPS AND F45 OF SIMILAR i'IET4L S OR ISOLATE TEEM FROM P IPIINCa AND SLABS TO PREVENT CORROSION. PIF NG-s D OMESTIC SOT ANDCOLD WATER: COPPER TYPE <" OR WI`s SOLDER JOINTS. WOG BRONZE `✓AL ` ✓ES 25 P.J. MiN. SRC` ✓IDE PRE = MOLDED F'BERCI ASS INS'L LAT`ON FOR HCT WATER LINES. SANITARY WASTE AND VEN CAST IRON �'IiNG UNDER SLABS, CAST IRON CR COPPER D.W.V. Ar'OVE P.` ✓.C. DRAIN PIKE AND FITTING; MA° ®E I,„SED W EN ALL OWED BY THE LOCAL JURISDIC - ION. 4/C CONDENSATE: PVC S CE D'L 40 PIPE AND =1 2 -:UAY C.O. 77 LAV. (2 f .) is W . C . 3" (4fui 2' 2" VENT \4J ('2 r :.) C1 • PLUMBING LEGEND CTG ISOMETRIC DIAGRAM UJCO FD 2 -WAY G.O. 4" (2m : u.) SANITARY SEWER LINE VENT LINE CD CONDENSATE DRAINAGE LINE PT C i• VB VIV VTR AFF • FE FEC ---® FCO 4' PVC SEWER (24 F.U.) CONNECT TO EXIST. SEPTIC TANG E><STING 4" SEWER 7.0 E N VERIFY EXACT 1_0(244 0 ON F'.ELD 1/4 " =1' - CLEANOUT TO GRADE CLEANOUT FLOOR DRAIN COLD WATER (C.W.) LINE NOT WATER (- W.) LINE PRESS. 4 TEMP. RELIEF LINE GATE VALVE CHECK VALVE PRESS. 4 TEMP. RELIEF VALVE UNION NOSE 51E35 VACUUM BREAKER VALVE IN VERTICAL VENT THRU ROOF ABOVE FINISHED FLOOR LEVEL FIRE EXTINGUISHER ON WALL BRACKET (2A -105C) FIRE EXTINGUISHER IN CABINET (2A -1015C) FLOOR CLEAN OUT . ►-1 4 co x 9 I/2' Cw In' Cnu Iw 2 " COI -A) 3/4' CNJ • o® O© V2' O • • TO ROOFI 1' FROM WATER METER ( EXISTNG) /E2P EXISTING 4" a 1 /S" SL /FT CONNECTED TO i=XtS T LNG SEPT'tC TANK TO EX STIN(2 SEPTIC - AN< SEE SITE PLAN NEW 3" SANITARY BRANGI.4 4 1 /4 " =1' —0" 1. PLUMBING PLAN EXISTING GOi'1� =RESS C� 0 1-- I U cc cyn OONN I� UN NONN r W 1 mm MM V v N Q HX u z } z EDwg P111 LINES SANITARY SLOPE: I/4 3 , :3 14 I N z /S DR C D `/A NCE2 SL AB TO ROOF `/Es ON A L �B LAY. 2' (2 f.u.)/ 2" L aJ 3" (4 fu BE 2" VTR. TO ROOF CLOT -:.s WAS ER (2 rt..) PLUMBING NOTES ■T. TO ROO GFNFRAL 4 AND INSTALL) ALL NECESSAR BOR FCR A COMPLETELY OPERAT 4s SHOWN CN 74E D S AND HEREIN SF'EGIF INSTALL IN ACCO w:T THE CODE AND LOCAL C INANCES. OWN CO"1PLETE SYSTEMS SECTION. OmIE-STIc = AND COLD LJATER kINCl CONDENSATE. Fc:e ALL =5, NSPECTIONS AND CONNECTION D VETRIFY AT J05 E ALL SPACE CONDITIONS, DIN'ENSIONS 5, AND EQUIPMENT SIZES PRICK TO STALL ATION.cCORDI'INATE REQUIREMEN To AvoIlD RENCE WITH OTI -;ER TRADES. LJINGS FOR ARCHITECT / ENGsINEER E PROCEEDINCI WITH THE F'URC; -4,45E OR QUIPMENT AND MATERIALS, GWARANTEE ALL ARK FREE OF DEFECTS N MATERIALS > FORA PEIRIOD OF ONE *'EAR FRom 'DATE OF 1 CE . VALVES FOR EACH FIXTL4RE AND AIR SNOI.JN AND WkERE REQUIRED FOR PROPER PERFORMANCE CF THE PO` ✓IDE DIELECTRIC FIT T IING:S TO CONNECT PIPING TO E QU PM OF D I SS it '1I L AIR METALS, LiSE CLAMPS AND F45 OF SIMILAR i'IET4L S OR ISOLATE TEEM FROM P IPIINCa AND SLABS TO PREVENT CORROSION. PIF NG-s D OMESTIC SOT ANDCOLD WATER: COPPER TYPE <" OR WI`s SOLDER JOINTS. WOG BRONZE `✓AL ` ✓ES 25 P.J. MiN. SRC` ✓IDE PRE = MOLDED F'BERCI ASS INS'L LAT`ON FOR HCT WATER LINES. SANITARY WASTE AND VEN CAST IRON �'IiNG UNDER SLABS, CAST IRON CR COPPER D.W.V. Ar'OVE P.` ✓.C. DRAIN PIKE AND FITTING; MA° ®E I,„SED W EN ALL OWED BY THE LOCAL JURISDIC - ION. 4/C CONDENSATE: PVC S CE D'L 40 PIPE AND =1 2 -:UAY C.O. 77 LAV. (2 f .) is W . C . 3" (4fui 2' 2" VENT \4J ('2 r :.) C1 • PLUMBING LEGEND CTG ISOMETRIC DIAGRAM UJCO FD 2 -WAY G.O. 4" (2m : u.) SANITARY SEWER LINE VENT LINE CD CONDENSATE DRAINAGE LINE PT C i• VB VIV VTR AFF • FE FEC ---® FCO 4' PVC SEWER (24 F.U.) CONNECT TO EXIST. SEPTIC TANG E><STING 4" SEWER 7.0 E N VERIFY EXACT 1_0(244 0 ON F'.ELD 1/4 " =1' - CLEANOUT TO GRADE CLEANOUT FLOOR DRAIN COLD WATER (C.W.) LINE NOT WATER (- W.) LINE PRESS. 4 TEMP. RELIEF LINE GATE VALVE CHECK VALVE PRESS. 4 TEMP. RELIEF VALVE UNION NOSE 51E35 VACUUM BREAKER VALVE IN VERTICAL VENT THRU ROOF ABOVE FINISHED FLOOR LEVEL FIRE EXTINGUISHER ON WALL BRACKET (2A -105C) FIRE EXTINGUISHER IN CABINET (2A -1015C) FLOOR CLEAN OUT . ►-1 4 co x 9 I/2' Cw In' Cnu Iw 2 " COI -A) 3/4' CNJ • o® O© V2' O • • TO ROOFI 1' FROM WATER METER ( EXISTNG) /E2P EXISTING 4" a 1 /S" SL /FT CONNECTED TO i=XtS T LNG SEPT'tC TANK TO EX STIN(2 SEPTIC - AN< SEE SITE PLAN NEW 3" SANITARY BRANGI.4 4 1 /4 " =1' —0" 1. PLUMBING PLAN EXISTING GOi'1� =RESS C� 0 1-- I U cc cyn OONN I� UN NONN r W 1 mm MM V v N Q HX u z } z LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36" Street Suite 374 Miami, Florida 33166 South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 Tel: (305) 994 -8128 Fax: (305) 994 -8135 Suntech Construction, Inc. P.O. Box 01014 Miami, Florida Project: Dear Sirs; TILE_ UPLIFT TEST Pellozo Residence 325 Northeast 93 Street Miami Shores, Florida Information provided by client: Permit Number: 43833 Date Completion: January 2, 1999 Roofing Contractor: Sunteclz Construction, Inc. LG Engineering Services, Inc. Project Number (Testing Laboratory Certification # 95- 0607.05) In accordance with your request and authorization, a representative of Lc Inc. completed the Roof Tile Uplift Test at the above referenced prc performed in general accordance with Protocol PA 106 -94 -- Field static adhesive set tile systems and mechanically attached, rigid, discontinuou. The total of the tested roof surface area was less than 5000 square feet, the roof is less than 15 feet above ground surface. The type of tile u: reported to be Metro Cement Roof Tile. This tile was reported to have At the time of this testing, a total of forty -five (45) tests were conduct perimeter and ten (10) at the roof corner and twenty -five (25) in the fie of the roof tile located in the field area and more than 10% of the roof t were physically examined. Based on our test results, we conclude that the installation of the roof tile project meets the test requirement outlined in the above mentioned protoc a copy of our test report for you review. North 5'7 N N 15 6 50' 7‘t Approximate Test Test Location 4.1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- LG Engineering Services, Inc. appreciates the opportunity of assisting yc have any questions or if we may be of further assistance, please do nt undersigned. Respectfully submitted; LG Engineering Services, Inc. / yloham4d Sonny Sal :ell, P.E. Project Manager TILE UPLIFT TEST Pellozo Residence 325 Northeast 93 Street Miami Shores, Florida Test Number Test Load (lbf) 1C 35 2C 35 3C 35 4C 35 5C 35 6C 35 7C 35 8C 35 9C 35 10C 35 11P 35 12P 35 13P 35 14P 35 15P 35 16P 35 17P 35 18P 35 19P 35 20P 35 21F 35 22F 35 23F 35 Report of TILE UPLIFT TEST for Pellozo Residence 325 Northeast 93 Street Miami Shores, Florida Permit Number: 43833 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Pe Test Number Test Load (lbf) 24F 35 25F 35 26F 35 27F 35 28F 35 29F 35 30F 35 31F 35 32F 35 33F 35 34F 35 35F 35 36F 35 37F 35 38F 35 39F 35 40F 35 41F 35 42F 35 43F 35 44F 35 1 45F 35 Note.- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc -- Tile Uplift Test Result -- _ CB4u ^ +Z A V dI X 03 !ravd — MAvp -f, • v 32. to' 11\< \vu-'35 ) r l. v POOL neCtlilaStac-...tif 5: SELF-LOCKING GATE REQUIRED .E k` ff- i1( .31t ('silt.) A NrO CL1M13A a ?�, ' �j E G3- 4ti °SS REMOVE E C I YWAL L, O' "' N +1 ' Mt� 9 ( EP W A f OWNETTS PROPERTY t4' '3' LE N.W. 109 STRt p•ot. FterTER. 2 0 0 3 '5 5111E. kALIc. axisT'1ksG srest.. co Lt.)t i EX►sr„' 6 x1sritJ)Co �Y EtE L Go■..vnk) 5 C L Co Lv M 0 ( 1 5 -11' EXISTINx FORCI -4 1 1 1 EXISTIIG FAMIL1 ROOM 51_011 . ».0" J(21 10' -e 2 -2' 5-9 5 1_ 8 11 EXISTING DINNING ROOM LIVING ROOM 15 1_ 0 " 1 _ 31_011 4'-2° ,� 2'- 3 --, ° - - 2' -10" FXST\C SCALE: 3/8 ° =1' J J 2' -10" .r 0 99 4 II �1 / 0 1_ 2' -2 "_ ExisriNA KITCHEN 40 1_ 4 11 E EXIST( BEDROOM 2 4 O 0 5 1_ 3 11 Y i ooR Pi A\ A/C 1 0 1_ 0 11 25 EXISTING MASTER BEDROOM 12' -0" EXISTING BEDROOM 3 3 1_ 0 11 5I-F3" -9"— m EXISTING WOOD WALLS CREATING EXISTING CLOSETS TO BE DEMOLISH AND CLOSED WI1I-4 NEW G.B.S. WALL Jose R, Figueroa Certificate 5808 3611 SW 143 AVE ((305)226 -3631 lfigpiiJ1 ida. 33175 SEAL REVIS : 1.— 2.— / 3.-- 4.— DATE : 3I/20194 SCALE : 3/b' . V DRAWN :MCKMZALIEC JOB NO. A SHEET NO. : OF \OTED PROPOSED 8 " CBS WALL / uUURO HRL LAIC I IINb LAl,LV I r UK I r1UbL EXIST A/C COMPRESS. cu -1 EXISTING STEEL COLUMN I\ THE DOOR SCHEULE O 11 0 D/W 0 CD 6 NEW KITCHEN NEW CEILING HEIGHT 8 " -2" 0 NEW FAMILY ROOM CEILING • HEIGHT 8 " -2" c '#- r OCIN '.'7 _rr- ---1 rrr. ANIMIMINIS _ rr11. u s • TYP WINDOW SECTION OPEN PORCH 4 4 O O z 0 4 o W/ H E/P EXISTING DINNING ROOM LIVING ROOM 0 0 i7 AI BA O H 0 9 NEW BATH • EXISTING BEDROOM 2 1 0 0 o N 4 tic I r 1111 5 1 11/411 1 1115 11111/411/.411111111/41112 1111111111/411III 0 0 • 1r ImprarAwrdomionsomirAmprarAimisirAirAmonomorramme 1 1 se ER 11 DIM .- MASTER BEDROOM EXISTING BEDROOM 3 NE WINDO NEW WINDOW V) 9 0 1 0' - DOOR TO BE CLOSED 15' -0" • -. • •..••••• ...v .v .,,...,r 1111 v1 1L11 /"11\ Lrl EXISTING BATHROOM WILL HAVE NEW EXHAUST FANS INSTALLED OLD KITCHEN IS BEING CONVERTED INTO A NEW BATHROOM SOME WALLS ARE BEING REPLACED WITH NEW DRY WALLS. EXISTING FAMILY ROOM IS BEING CONVERTED INTO THE NEW KITCHEN. NEW BI -FOLD DOORS WILL BE INSTALLED AND LAUNDRY AREA IS BEING RENOVATED. LINEN CLOSET IN MASTER BEDROOM IS BEING ENLARGED NEW DOOR IN MASTER BEDROOM IS BEING RELOCATED. EXISTING DOOR KITCHEN DOOR THAT LEAD TO THE PATIO WILL BE CLOSED WITH 8" CBS WALL EXISTING LAUNDRY DOOR WILL BE CLOSED WITH 8" CBS WALL 4' -6" WINDOW TO BE CLOSED 35' -10" PROPOSI3 FLOCR PLA\ SCALE: 3/8 " =1' -0" WINDOW 70 BE CLOSED 25' -4" -- 3' -p "-4 FLOOR PLAN LEGEND: O LINE OF CABINETS ABOVE ® DRYWALL FINISHED PANTRY CLOSET W/ 5 SHELVES. a 8' -0" HGT. WALL O TEMP. GLASS SHOWER ENCLOSURE. O NEW DRYWALL INSTALLED O KITCHEN SINK COMPONENT 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36 OF THE FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WTH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA BUILDING CODE. 3. AU. SINGLES EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS OATH 5/8" MIN. THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR CFFSET TYPE IN SWING DOORS SHALL BE RABBETED OR Of SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS ANO LATCHES. 6.HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS ANO NON - EXPOSED SCREWS. 7. GLASS AND EXTERIOR DOORS SHALL COMPLY YATH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS 01HER THAN GLAZING WITHIN 40" OF 111E COMPLY WITH AMERICAN NATIONAL S� AND INSTITUTE'S STANDARD 297.1. 9. WINDOWS SHALL BE INSTALLED ANO CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE AAMA 13033 PROVIDE WINDOW SHALL BE YN1HDEVIICE CAPA&.E ►ITHSTANDI EXTERIOR G FORCE OF 150 LBS. APPLIED IN AN OPERABLE DIRECTION. 10. EXTERIOR OANDOW USED AS A MEANS Of ESCAPE SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANELS. 11. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDE OATH A DOOR SCOPE OR VISION PANELS. GENERAL NOTES: 1. BATHROOM FLOORS ANO BASE TO BE OF IMPERVIOUS MATERIAL AS PER SECT. 1408.2 (B) F.B.C. 2001 2. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20" IN WIDTH, AND 24" IN HEIGHT, 5.7 SQ. FT. IN AREA AND SHALL ALSO MEET THE PROVISIONS OF SECT. 1305. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ER�NG MECHANISM SHALL BE�PL&CED THAN 54" ABOVE FINISHED FLOOR. 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3 INCHES MIN. IN HEIGHT. 4. TOILET ROOMS SHALL COMPLY WITH SECT. 1405.2b F.B.C. 2001 5. ALL WATER CLOSETS, LAVATORIES, SHOWERHEADS, AND SINKS SHALL COMPLY WITH TABLE 48 -R2 FBC 2001. 6. REFER TO FOUNDATION PLAN (SHEET A -1) FOR CONCRETE FILLED BLOCK CELL LOCATION, SIZE AND REINFORCING. 7. ALL FIXED GLASS SIDELJTES SHALL BE CAT II TEMPERED GLASS. 8. ALL GLASS USED INSIDE DWELLING SHALL BE TEMPERED. 9. ALL FIXED GLASS TO COMPLY WITH F.B.C. 2001 10. ALL GLASS BLOCK TO COMPLY WITH F.B.C. 2001 11. CAT. II SAFETY GLASS SHALL BE USED AT ALL SHOWER AND TUB ENCLOSURES INCLUDING WINDOWS OATH SILLS LOWER THAN 60" AND MIRRORS IN THE TUB. FBC 2001 ALSO IT SHALL BE USED ON OPENINGS WITHIN 12" OF DOORS. FBC 2001 12. CLOSET & BATHROOM DOORS SHALL COMPLY W/ SECTIONS 21 -2.4.3 AND 21 -2.4.4 NFPA 101 1994 ED. NFPA 21 -2.4.3 EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN 111E DOOR FROM INSIDE THE CLOSET. NFPA 21 -2.4.4 EVERY BATHROOM DOOR LOCI( SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. WALL LEGEND NON- BEARING DRY WALL 4" PARTITION TO BE REMOVED AND RELOCATED EXISTING 8" CBS WALL TO REMAIN EXIS. 4" DRY WALL PARTITION TO REMAIN NEW 4" DRY WALL PARTITION NEW 8" C.B.S. WALL COVERING WINDOWS AND /OR DOORS EXISTING WINDOW TO BE REMOVED DOOR SCHEDULE - 175 NW 109 STREET - NORTH MIAMI - REPAIRS NO. TYPE INT.SOLIO RAISED PANEL EXT.SOIJD RAISED PANEL INT.SOIJD RAISED PANEL. BI -FOLD DOOR WIDTH 30' 36" 28' 24' HEIGHT 80' 80 ' 80' THK 1 -3/4" 1 -3/4' 1 -3/4' MATERIALS WOOD WOOD WOOD WOOD FRAME WOOD W000 WOOD WOOD REMARKS NEW (MASTER BEDROOM & BATHROOM) REPLACED (ENTRY DOOR AND BACK DOOR ) REPLACED (ACCESS TO HALLWAY BATHROOM) NEW (LINEN CLOSETS & LAUNDRY) Jose R, Figueroa Certificate 5808 3611 S11143 AIE kt(3 6 -36,16 Uon,Flarda 33175 _ z LiJ O I- o L1J u J Ch O1 J� W (f) 0 m Cr) W W < O z Q � r (/) Q a- O a- SEAL REVISIONS : 1.- 2.- 3.- 4.- DATE : 3//2004 SCALE : 3/8' : t' DRAWN :M.00NZALEZ J08 NO. 011.090032304 A-- A -2 SHEET NO. : OF 1 11111111111111 EXISTING WINDOWS 11111111 + 1 n.■ EXISTING WINDOWS EXISTING WINDOWS -P= 54.7 PSF -P= - 73.2 PSF EXISTING WINDOWS MI MI -P= 54.7 PSF -P= - 73.2 PSF EXISTING F.FLOOR F R O N T E L E V A T I O N SCALE: 3/8" = 1' -0" NOTES: 1. INSTALLATION OF 1 UNITS OF PGT SINGLE HUNG #13 36" X 38 -3/8" AT SIDE ELEVATION. 2. INSTALLATION OF 2 UNITS OF PGT SINGLE HUNG #2033 24" X 38 -3/8" AT SIDE ELEVATION 3. WINDOW PRESSURE CALCULATIONS ARE PROVIDED WITH DRAWINGS AND INDIVIDUAL WINDOW PRESSURE IS MENTIONED ON DRAWINGS. �����8r � �i 1 � i . fir soommimpormasammsommessommummerannemarroal s.rl/emall AMID ,seNDNMI N!• AM. S I D E SCALE: 3/8" = 1' -0" TILE ROOF EXISTING WINDOWS TO REMAIN E L E V A T I O N • TILE ROOF i re iw "AVO �� r V ' Aa.' MIPMISISIE! • 1 EXISTING F.FLOOR Jose R, Figueroa Certificate 5808 3611 S1V 143 AVE. &( -36JS 16aDitla kla 33175 Q OW n (f) LLJ a_ 0 E J - -� l(r) O LLI 0 (I) n � — z 0 LO SEAL REVISIONS : 1.- 2.- 3.- 4.— DATE : 3/25/2004 SCALE : 3/8" : 1' DRAWN :M,GONZALEZ JOB NO. :BELL0S0032504 A — 3a SHEET NO. : OF PROPOSED INTER REMODELING EXISTING HOUSE EXISTING HOUSE WINDOWS SCHEDULE PLAN MARK TYPE WIDTH HEIGHT MODEL FINISH REMARKS ig 30• 38 3/8' ESP/M 1 ALL GLASS N IDIOM TO BE CLEAR 05 21' 38 3/8' ESP/44 ALL GLASS N MRDOWS TO BE CLEAR SPECIFICATIONS i. EKIFAOR OF ALL UNITS TO BE WE ALUMINUM CLAD 2 NTERIOR OF ALL UMTS TO BEM EE ALUMINUM CLAD 1 Au LINTS ARE GLAZED MTN SEAR SNGLE !PACT RESISTANT GLASS. UNLESS OTHERTASE NOTED 4 ALL UNITS 10 NAVE 7/8' SDI. PATTERN AS PER ELEVATION DRAWINGS a ALL UNITS TO HAM£ 4-9/18' JAMBS 6. ALL 1041I14G VDTS TO HAVE SCREDIS AND OPERATNC HARDMURE. 7. NECESSARY ALUIINUI N LLII% COOS AND ATTAIN/6 ACCESS S & ALL WON WORM %ALL BE COOPx*A1ED N/YNUACRI ER MR TO MB .L EJECOON (FROMDE SNOP ORAMNCS KR AROITEC1 APPROYA). 11111111111111 EXISTING WINDOWS 11111111 + 1 n.■ EXISTING WINDOWS EXISTING WINDOWS -P= 54.7 PSF -P= - 73.2 PSF EXISTING WINDOWS MI MI -P= 54.7 PSF -P= - 73.2 PSF EXISTING F.FLOOR F R O N T E L E V A T I O N SCALE: 3/8" = 1' -0" NOTES: 1. INSTALLATION OF 1 UNITS OF PGT SINGLE HUNG #13 36" X 38 -3/8" AT SIDE ELEVATION. 2. INSTALLATION OF 2 UNITS OF PGT SINGLE HUNG #2033 24" X 38 -3/8" AT SIDE ELEVATION 3. WINDOW PRESSURE CALCULATIONS ARE PROVIDED WITH DRAWINGS AND INDIVIDUAL WINDOW PRESSURE IS MENTIONED ON DRAWINGS. �����8r � �i 1 � i . fir soommimpormasammsommessommummerannemarroal s.rl/emall AMID ,seNDNMI N!• AM. S I D E SCALE: 3/8" = 1' -0" TILE ROOF EXISTING WINDOWS TO REMAIN E L E V A T I O N • TILE ROOF i re iw "AVO �� r V ' Aa.' MIPMISISIE! • 1 EXISTING F.FLOOR Jose R, Figueroa Certificate 5808 3611 S1V 143 AVE. &( -36JS 16aDitla kla 33175 Q OW n (f) LLJ a_ 0 E J - -� l(r) O LLI 0 (I) n � — z 0 LO SEAL REVISIONS : 1.- 2.- 3.- 4.— DATE : 3/25/2004 SCALE : 3/8" : 1' DRAWN :M,GONZALEZ JOB NO. :BELL0S0032504 A — 3a SHEET NO. : OF PROPOSED INTER REMODELING EXISTING HOUSE EXISTING HOUSE 0 0 X ■ 1 LISTAMIOTAFAi 10,Nk 1 1 1 1 1 ' � 1� TILE ROOF CBS & STUCCO ... • . 414.•:. • .� I.• "•••1 ir •.4•••• .•.�•. • f t. • •• ". • • :._.. IT ElialrgrAMMPAMPWZWIS 11 ■ 111 ■ 11 1 111 •511■111■11111milllnaMillammollimor_MMA#' M Ma 17 2 1 =7/1=Kinia ON F R 0 ti7 II SCALE: 3/8" = 1' -0" TILE ROOF -P= 54.7 PSF -P= - 73.2 PSF T ELFVATIO -P= 54.7 PSF -P= - 73.2 PSF EXISTING F.FLOOR NOTES: 1. INSTALLATION OF 1 UNITS OF PGT SINGLE HUNG X13 36" X 38 -3/8" AT SIDE ELEVATION. 2. INSTALLATION OF 2 UNITS OF PGT SINGLE HUNG #2033 24" X 38 AT SIDE ELEVATION 3. WINDOW PRESSURE CALCULATIONS ARE PROVIDED WITH DRAWINGS AND INDIVIDUAL WINDOW PRESSURE IS MENTIONED ON DRAWINGS. WINDOWS SCHEDULE PLAN MARK TYPE WIDTH HEIGHT MODEL FINISH REMARKS A B SPECIFICATIONS SINGLE HUNG SINGLE HUNG 36 24' 38 3/8' 38 3/8' ESP/WH ESP/WH ALL GLASS IN WINDOWS TO BE CLEAR ALL GLASS IN WINDOWS TO BE CLEAR 1. EXTERIOR OF ALL UNITS TO BE WHITE ALUMINUM CLAD 2. INTERIOR OF ALL UNITS TO BE WHITE ALUMINUM CLAD 3. ALL UNITS ARE GLAZED WITH CLEAR SINGLE IMPACT RESISTANT GLASS. UNLESS OTHERWISE NOTED 4. ALL UNITS TO HAVE 7/8" SDL, PATTERN AS PER ELEVATION DRAWINGS 5. ALL UNITS TO HAVE 4 -9/16' JAMBS 6. ALL VENTING UNITS TO HAVE SCREENS AND OPERATING HARDWARE. 7. NECESSARY ALUMINUM MUWONS, COVERS AND ATTACHING ACCESSORIES 8. ALL WINDOW OPENING SHALL BE COORDINATED W/MANUFACTURER PRIOR TO WALL ERECTION (PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL). Jose R, Figueroa Certificate 5808 3611 SW 143 AVE Ii(305)726-11 YFlaidm 33175 0 z w 0 0 I- o W w v; o E =�c' o < z _ (f) - 0 0 0 a_ SEAL REVISIONS : 1.- 2.- 3.- 4.- DATE : 3/29/2004 SCALE : 3/6' : 1' DRAWN :M.00NZALEZ JOB NO. : aw90 04 A -3b SHEET NO. : OF v i t stsoFt i tslock .....e7/4110.4.11A0110.41ZAMIAINNII4j 4410L110- ■...■ mlim mummummumm EN ■ammum ■■ummu ........mumu ....i ∎IIII FLAT ROOF TILE ROOF PROPOSE SCALE: 3/8" = 1' -0" SIDE ELEVATIO\ TILE ROOF EXISTING F.FLOOR NOTES: 1. INSTALLATION OF 1 UNITS OF PGT SINGLE HUNG X13 36" X 38 -3/8" AT SIDE ELEVATION. 2. INSTALLATION OF 2 UNITS OF PGT SINGLE HUNG #2033 24" X 38 -3/8" AT SIDE ELEVATION 3. WINDOW PRESSURE CALCULATIONS ARE PROVIDED WITH DRAWINGS AND INDIVIDUAL WINDOW PRESSURE IS MENTIONED ON DRAWINGS. WINDOWS SCHEDULE PLAN MARK A B MODEL TYPE SINGLE HUNG SINGLE HUNG WIDTH 36" 24' HEIGHT 38 3/8' 38 3/8' FINISH ESP /WM-1 ESP /WH REMARKS ALL GLASS IN WINDOWS TO BE CLEAR ALL GLASS IN WINDOWS TO BE CLEAR SPECIFICATIONS 1. EXTERIOR OF ALL UNITS TO BE WHITE ALUMINUM CLAD 2. INTERIOR OF ALL UNITS TO BE WHITE ALUMINUM CLAD 3. ALL UNITS ARE GLAZED WITH CLEAR SINGLE IMPACT RESISTANT GLASS. UNLESS OTHERWISE NOTED 4. ALL UNITS TO HAVE 7/8' SOL, PATTERN AS PER ELEVATION DRAWINGS 5. ALL UNITS TO HAVE 4 -9/16' JAMBS. 6. ALL VENTING UNITS TO HAVE SCREENS AND OPERATING HARDWARE. 7. NECESSARY ALUMINUM MULLIONS, COVERS AND ATTACHING ACCESSORIES. 8. ALL WINDOW OPENING SHALL BE COORDINATED W/MANUFACTURER PRIOR TO WALL ERECTION (PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL). 3611 SW 143 AVE. (15j?2 - &mi,Flarida 33175 Jose R, Figueroa Certificate 5808 0 z W 0 Q 0 �-- : 0 Li cc 0 w cry I- U Q Lz- 0' - m G � Q 0 zQ� -- z C 0 0 0 SEAL REVISIONS : 1.- 2.- 3.- 4.— DATE : 3/23/7004 SCALE : 3/8" ; 1' DRAWN :M.00NZALEZ JOB NO. igLO$QO30504 A— 3c. SHEET NO. : OF PANEL LEGEND 200 AMP PANEL SCHEDULE SINGLE PHASE 240 -12o v (1P DUPLEX RECEPTACLE 15A, 125V WIRE SINGLE RECEPTACLE 15A, 125V -4) SPECIAL ELEC.OUTLET T T.V. OUTLET TV VOLT I PHONE OUTLET - h - WALL MOUNTED LIGI -4T FIXTURE 0 CEILING MOUNTED LIGHT FIXTURE 0 Motion- Sensing FRENCH LANTERN > 4 , FAN WITH LIGHT Y POOL LIGHT FIXTURE 1 10000 - - FLUORESCENT LIGHT 1 240 $3W 3-WAY SWITCH AT 48' A.F.F. t' WALL SWITCI -4 15A,I25V O is### #### # ### ### •••# #### ## ## W/H EF. EXHAUST FAN I 20 ® SMOKE DETECTOR BATH (GFI) 18'X18' ACCES PNL. ' \ \� 30 rI4 DISCONNECTING SWITCH PANEL 'A 200 AMP PANEL SCHEDULE SINGLE PHASE 240 -12o v CIRC. BKR WIRE VOLT DESCRIP. LOAD CIRC. BKR WIRE VOLT DESCRIP. LOAD 1 3 30 10 240 RANGE 4000 2 4 50 6 240 A/C 10000 5 7 40 8 240 A C COMP. / 8 30 10 240 W/H 5000 9 20 12 115 BATH (GFI) 1500 10 12 30 10 240 DRYER 5000 11 20 12 115 BATH (GFI) 1500 13 20 12 115 S. APP 1500 14 20 12 115 WASHER 1000 15 20 12 115 KITCHEN (GFI) 1500 16 20 12 115 REFRL. 850 17 15 14 115 OUTLET & LIGHT * 18 20 12 115 KITCHEN GFI 1500 19 15 14 115 OUTLET & LIGHT s 20 15 14 115 OUTLET & LIGHT 21 15 14 115 OUTLET Sc LIGHT * 22 15 14 115 OUTLET & LIGHT * 23 15 14 115 OUTLET & LIGHT * 24 15 14 115 OUTLET & LIGHT * 25 15 14 115 OUTLET & LIGHT * 26 15 14 115 OUTLET & LIGHT s 27 15 14 115 OUTLET & LIGHT • 28 15 14 115 OUTLET & LIGHT s 29 15 14 115 OUTLET & LIGHT s 30 20 12 115 BATH (GFI) 1500 31 15 14 115 KITCHEN UGHTS * 32 20 12 115 BATH (GFI) 1500 33 20 12 115 DISHWASHER 1500 34 20 12 115 KITCHEN (GFI) 1500 35 SPARE 36 SPA 37 SPARE 38 SPARE _ 39 SPARE 40 SPARE ELECTRICAL METER O C -15 GFI 0 C -15 F GPI C -15 GFI C -18 EXHAUST H00D TO BE INSTALL C -15 XIS FOR C -31 ED -18 C -31 NEW . KITCHEN C - 18 C -31 0 C -25 la C -25 C -25 NEW FAMILY ROOM 6 . OC -25 1 C -3 C -18 11)C-283 (11)"- EXISTING OUTLET C-21 C -2 C -28 NEUJ OUTLETS LIVINCx • ROOM / C -21 • 0 SMOKE DETECTOR BEDROOM OR 111 BATHROOM 0 LIGHT. SwITCI.4 W Z qp C-21 5WITCI -4 LEG. NOTE: SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK - UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OE GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. C -25 AFCI C -25 AFCI EXISTING Coy BEDROOM C -25 AFC! ABC / C -24 C -23 AFCI EXISTING 6c -24 C3EDROOM 3 C -23 AFC1 SMOKE DETECTOR CONNECTION DETAIL N.T.S. DI��NINC ROOM C -28G C -28 C -21 PHASE CONDUCTOR C -26 c -n C -3 C -2& CAF 1 c -y NEW E,4TH 0 -11 0 U 32 26. ELECTRICAL METER UJ (I) 200A/2P/22KAIC MCB FOR PANEL 'A' KCAL 3 • 250 MCM THU1N (CU) IN 2 I/2' COND. ( S CONTINUE UNDERGROUND AS DIRECTED BY FPL 3 • 3/0 TI- 11..N-2' 1 "1/0 TI- IU.N(N) 1 " 4 T4aU,N (G) 3 • 3 2/10 TIIUlr1 -(CU) 1 "6 TNU,■ (CU) G IN 1- 1/2' CON EXISTING RISER DIAGRAM N.T.S. C -21 AFCI -- C -21 C -21 AfiVAMIVAIIIVAINWAVAIEsiir 111 AFCI IN► AFC �z MASTER BEDROOM 7 CA • 4 TNUJN (CGJ)) 3/4' 0 CUP CONNECT TOFOUNDATION STEEL BAR AS PER NEC 20 -50 (C) >> C -21 AFC! 01UTSIDE 1 INSIDE FINISHED FLO�R� S OCR PNL. 200A C -21 AFC C -2 C -22 C -21 AFCI C -22 A\ C -24 ELECTRICAL CORRECTIONS ELECTRICAL METER 4 MAIN DISCONNECT I-1AS SEEN PROVIDED IN DRAWINGS. DISHWASHER RECEPTACLE HAS DEDICATED CIRCUIT. NO MICROWAVE IS GOING AE3OvE STOVE, THEREFORE AN EXHAUST PAN WILL SE INSTALLED ON TOP OF STOVE. RECEPTACLES HAS BEEN ADDED AS REQUESTED ON COUNTER AND ROOMS. F Noyer> 1U4LL5 TO SE , :E3S Jose R, Figaero° n III 0 0_ 0 0_ Certificate 5808 3611 SW 143 AC l (305)126 -3638 IWiami,Flaida. 33175 0 U', 0 w CO n REViSi 1.- Y 1 2. 3.- 4.— DATE : 3/28/2004 SCALE : s N DRAWN :M JOB NO. F SHEET NO. : OF NEW 10 x 6 NEW FAMILY ROOM EXISTING PORCH R/A 10 X 10 ANIANI NEW 10x BATH EXISTING 6 X 6 EXISTING BEDROOM 3 10X / EXISTING R/A IS X 12 1 0 i L- 1 I NEW L °_' KITCHEN OPEN PORCH EXISTING 10x X EXISTING DINNING ROOM LIVING ROOM 10' EXISTING 10 x 8 X 10 x 10 EXISTING X 10' VFC A\ 3/8"=1' CA R/A 10X10 10' 10 EXI ST IIN1G x X MASTER BEDROOM FR/4, 10 10 10 X S EXISTING EXISTING BEDROOM 2 OOR P A\ EXIST A/C COMPRESS. CU-1 F- ill 0 0 ADDITIONAL MECHANICAL NOTES: EXISTING EQU IPMENT IS SUFFICIENT TO HANDLE NEW AREA. EXISTING EQUIPMENT SCHEDULE HAS SEEN PROVIDED IN PLANS. SCOPE OF WORK EXISTING A/C WILL REMAIN. NEW A/C DUCTS WILL EE ADDED TO NEW KITC _, EXISTING E3ATHROOM WILL HAVE NEW EXHAUST FANS INSTALLED OLD KITCHEN IS ING CONVERTED INTO A NEW BATHROOM SOME WALLS ARE BEING REPLACED WITH NEW DRY WALLS. v EXISTING FAMILY ROOM IS E3EING CONVERTED INTO THE NEW KITCHEN. NEW 61 -FOLD DOORS WILL EE INSTALLED AND LAUNDRY AREA IS EE ING RENOVATED. LINEN CLOSET IN MASTER BEDROOM IS BEING ENLARGED NEW DOOR IN MASTER BEDROOM IS BEING RELOCATED. EXISTING DOOR KITCHEN DOOR THAT LEAD TO THE PATIO WILL E3E CLOSED WITH S° CES WALL EXISTING LAUNDRY DOOR WILL EE CLOSED WITH S" CES WALL Jose R, Figueroa Certificate 5808 3611 SW 143 A'E, to0S)226 -3638 l iami,Flaida. 33175 Q OL' (r) Lil (2 O H O - LL U) (f) CO O !t • Q �O LE — 0 n n s 0 a_ SEAL REVISIO ,.- (Jr 2.- 3.- 4.— DATE : 3/2M.4 SCALE : 3!8' s 1' DRAWN ;M400.61J!Z JOB NO. M SHEET NO. : OF AIR CO \DITIO \I \G SYSTEv GE \ERAL \OTES 1. DUCTWORK SHALL 1" THICK 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" 4 "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA' STUDIO. No. 90 A AND /OR 90 B. DUCTWORK AND COMPONENTS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS, SIZES 4 OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W / TURNING VANES AT ALL ELBOWS, SPLITTERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUERED CFM TO THE ENTIRE ROOM EVENLY 4 DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING -1S DB 91 DB -1S DB 50% TO 60!0 HEATING -12 DB 45 DB 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE DUE TO AIR VELOCITY, MOTOR NUM, VIBRATION, OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED A5 REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT, MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR U.ON. 1. ALL GRILLES 4 DIFFUSERS TO BE ALUMINUM OR PLASTIC CO•TRUCTION, DIFFUSERS 31-IALL HAVE HIDDEN 0P055ED. S. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED. ZP. /VAC DESIGN REQUIRMENTS YE5 NO DUCT" S 1QKE DETECTOR • FIRE DAMPERS) • SMOKE DAMPER( S)' • FIRE RATED ENCLOSURE • FIRE RATED ROOF/ • FLOOR CEILING ASSEMSL 1' • FIRE STOPPING • 51"(0KE CONTROL • EXHAUST FAN SCHEDULE EF -1 BATH. EF -2 GARAGE SHALL BE GROAN MODEL No. 688 a 120 V/1 PH /6 0 I-4Z. 1/4" SP 50 CFM W/ BACKDRAFT DAMPER. SHALL BE GROAN MODEL No. 362 e 120 V/1 P1-4/(o0 HZ. 5F' 200 CFM / W /BACKDRAFT DAMPER. z IT CV BOTTOM OF DRAINPAN FIBERGLASS PLENUM 2' 4 DRAIN UNDER SLAB 2' COND. DRAIN 6' ABOVE GRADE METAL COLLAR PROV. SAFETY FLOAT SWITCH DEVICE 3/4'0 COPPER CONDENSATE DRAIN UJ /3' TRAP .1 UNION 2 TOP OF PERFORATE CAP REFRIGERANT LINES TO COND. UNIT 0 NOTES: I. CONCEALED OR NON REMOVABLE JOINTS SHALL NOT BE INSTALLED BELOW THE SLAB. 2. PVC SCH. 40 SLEEVE SHALL BE 2' LARGER NAN THE PIPE INSULATION ENCASED, HAVING AN ANGLE NO GREATER TNAN 45' WITH THE ENCASED REFRIGERANT PIPING REMOVABLE FOR REPLACEMENT. HARD TUBING SOFT TUBING 4 Q . REFRIGERANT LINES UP THRU CONCRETE SLAB PVC CONDUIT -RUN UNDER SLAB. SEE FLOOR PLAN FOR LOCATION (SCH. 40 W /SOLVENT WELD JOINTS.) USE 4' CONDUIT AS REQUIRED. . 4 4 REFRIGERANT LINE CONDUIT DETAIL N.T.S. AHU ELAVATIO\ SCHEME N.T.S PACK VOIDS W /ARMAFLEX COAT IV/SILICONE SEALANT FOR TIGHT CLOSURE. CONCRETE SLAB 4 A/C DISC. METAL BASE ROOF STRUCTURE SEE ARCHITECTURAL 4-166 NAILS THRU PLYWOOD DUCT FROM UNIT (SEE PLAN FOR SIZE 4 TYPE) CONDENSIN UNIT 6' MIN. 1/2' ANCHOR BOLT BY 2' EA CORNER W/ 2X2 BY 1 /8' L WELDED A/C COMP SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION ADDITIONAL MECHANICAL NOTES: EXISTING EQUIPMENT IS SUFFICIENT TO HANDLE NEW AREA. EXISTING EQUIPMENT SCHEDULE: HAS BEEN PROVIDED IN PLANS. CONCRETE BASE W/ 6X6- 10 /10WWF PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP OF RooF. TERMINATE + 6' MIN. ABOVE FIN. ROOF. PROVIDE INSECT SCREEN FOR TOILET EXHAUST. DRYER EXHAUST SHALL NOT NAVE SCREEN, TYPICAL ROOF CAP DETAIL A DRYER A \VOR TOILET EX CONDENSING UNIT MOUNTING DETAIL N.T.S. A/C SCHEDULE MANUFACTURER.__ _�RHEEM MODEL - AHU SUPPLY -CFM. _ __ - _ -1600 HEATER KlU.__ _ __ _ 10 TOTAL COOLING_...........__.._ ............_....._.._40,000 13TUM ELECTRIC SERVICE._. W._... ........_..._......_.......1 -60 -208 -230 TOTAL SENSIBLE 28,600 CONDENSING UNIT_ .. .._....- ._._RHEEM MODEL - AHU RAKE3042J2 SEER 10.0 ELECTRICAL SERVICE 1 - 60 208!230 NO. OF COMPRESSORS COMPRESSOR NO. OF CONDERSER NO. OF TONS ._3 5 TONS N.T.S. METAL BAND 1 -1/2 f 20GA TYP ARROUND COND. UNIT AS 51 -I0IUN POWER 4 CONTROL CONNECTIONS - 6' MIN. 4' MIN. -- LIQUID 4 SUCTION LINE W/ INSULATION Jose R, Figueroa Certificate 5808 3611 SW 143 AVE. t (J0S)226 -36.38 IXiom4Flaida 33175 0 W n 0 o > 0 W W (l) ll 0 EY0 l y _J (f) O02 CY 0 cK Q 0 Q n n > I� Q 0 0_ 0 0_ SEAL DATE : 304 SCALE : fv' . i' DRAWN :M0ONZA= JOB NO. . \A-1 SHEET NO. : OF L 1 11 NEW KITCHEN u NEW FAMILY ROOM EXISTING PORCH E/P 1 1 1MMJ IMMMM ■ M. Sa M. 8211 _. MB IMO IMP M. _: I MIMESIS �AMM LU /N 1/ C/UJ PROPOS EXISTING DINNING ROOM LIVING ROOM SCALE: 3/8"H' 1 1' FROM WATER METER ' (EXISTING) P J1 3/4' B BATH 1-4/W 1/2' BATH EXISTING BEDROOM 2 1-4/UJ 1/"" 1/2 1/2' L/C G FLOOR P MASTER BEDROOM A\ EX :ISTING BEDROOM 3 EXIST 4/0 COMPRESS. CU -1 I- 0 U SCOPE OF WORK EXISTING A/C WILL REMAIN. NEW A/C DUCTS WILL E3E ADDED TO NEW KITCHEN AREA EXISTING E3ATI- 4ROOM WILL I-4AVE NEW EXHAUST FANS INSTALLED OLD KITCHEN IS BEING CONVERTED INTO A NEW BATHROOM SOME WALLS ARE BEING REPLACED WITH NEW DRY WALLS. EXISTING FAMILY ROOM 15 BEING CONVERTED INTO TI-4E NEW KITCHEN. NEW E31-FOLD DOORS WILL BE INSTALLED AND LAUNDRY AREA IS BEING RENOVATED. LINEN CLOSET IN M,4STER BEDROOM IS BEING ENLARGED NEW DOOR IN MASTER BEDROOM IS E3E ING RELOCATED. EXISTING DOOR KITCHEN DOOR THAT LEAD TO THE PATIO WILL BE CLOSED WITI -4 S" CBS WALL EXISTING LAUNDRY DOOR WILL BE CLOSED WITH 8" CBS WALL Jose R, Figueroa Certificate 5808 3611 SW 143 AVE t (3050 -3638 wfami,Flarida. 33175 0 LLI fl O Q o Li - 62 O m w WQ O — < - - / n W O 0 a_ SEAL REVI O S� �, ' 2.- 3.— 4.— DATE : SCALE : ! • 1' DRAWN :mactaxwx JOB NO. P SHEET NO. : OF 2' VTR'' 9 P -5 T 1 P lt NEW L °"' . KITCHEN L • 3' U NEW FAMILY ROOM EXISTING PORC1 -I E,P F'-1 - 2' VTR ' VTR 2' VTR EXISTING DINNING ROOM LIVING ROOM P -3 CO BA ?I-4 1/2 EXISTING E3WDROOM 2 �4' , 1/8' SL/ FT CONNECT TO SEPTIC TANK (EXISTING) 0 _! 2 VTR SCALE: 1 /4 " =1' -0" NOTE: ALL DRAIN PIPING UNDER SLAB SHALL BE 2' MIN. 2 4 ' 4 LESS DIA. DRAIN e 1/4' DROP. 3 * 4 LESS DIA. DRAIN a I /8' ;DROP. MASTER BEDROOM CRO\D LLOOR PL EXISTING BEDROOM 3 VB EXIST 4/C COMPRESS. CU -1 tra 011'1 w 0 U \G RLA\ GATE VALVE--/ 4' DEEP DRAIN PAN (WHEN INSTALLED ABOVE It PLR.) LL N.T.S. DRAIN VALVE 1' DRAIN PAN PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BLPG. 6' ABV. GR. ICTPIC WATER 3/4' RELIEF LINE OUTSIDE OF BUILDING SPILL 6' ABOVE FINISHED GROUND ASME PRESSURE 4 TEMPERATURE RELIEF VALVE 80 GALS. W.H. WITH SO GALS. STORAGE GLASS LINED TANK, DOUBLE ELEMENT NON-CONCURRENT 6 KW. e 240 V. EFFICIENCY RATING OF .89 MINIMUM INSULATION R -I6 12 GALS. / HR. DRAW AND 22 GALS. / HR. RECOVERY AT 100 DEGREES TEMP. EATFR J PLv GENERAL PROVIDE (FURNISH AND INSTALL) ALL NECESARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND HEREIN SPSCIFIED. INSTALL IN ACCORDING WITH THE FLORIDA BUILDING CODE AND LOCAL ORDINANCES. SCOPE OF WORK: PROVIDDE DE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION. B. DOMESTIC HOT AND COLDWATER C. AIR CONDITIONING CONDENSATE. PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED. VERIFY .4T JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZES PRIOR TO FAERICATION OR INSTALLATION COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. SUBMIT SHOP DRAWINGS FOR ARCHITEG / ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR INTALLATION OF EQUIPMENT AND MATERIALS. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPtANCE. MATERIALS BI\C \OTES PROVIDE SHUT -OFF VALVES FOR EACH FIXTURES AND AIR CHAMBERS WHERE SI-OWN AND WHERE REQUIRED FOR PRO- PER PERFORMANCE OF THE SYSTEM. PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS OF SIMILAR METALS OR ISOLATE THE FROM PIPING AND SLABS TO PREVENT CORROSION. PIPING DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE 'K' OR "L' WITH SOLDER JOINTS. WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE - MOLDED FIBERGLASS INSULATION FOR HOT WATER LINES. SANITARY WASTE AND VENT: CAST IRON PIPING UNDER SLABS, CAST IRON NO - HUB OR COPPER D.W.V. ABOVE P.V.C. DRAIN PIPE AND FITTINGS MAY BE USED WHEN ALLOWED BY THE LOCAL JURISDICTION. A/C CONDENSATE: P.V.C. SCHEDULE 40 PIPE AND FITTINS. Jose R, Figueroa Certificate 5808 3611 91 143 ASE. *06 -3638 ICiami,Florida. 33175 C'0 w n Q O O W n W (r) W c CL_ 0 cY (I) 0 m�cn 0 W Q n < SEAL REVI 1.- 2.- 3.- 4.- erl DATE : someas SCALE : •P DRAWN :M40NLAUtZ JOB NO. : P -1 SHEET NO. : OF P -I WATER CLOSET 4' I/2' - P-2 LAVATORY 11/2' 1/2' I/2' P-3 BATH TUB 2' 1/2' 1/2' W/ ANTI -SCALD VALVES P -4 SHOWER 2' 1/2' 1/2' W/ ANTI -SCALD VALVES P -5 KITCHEN SINK 1 1/2' I /2' 1/2' W/ GARBAGE DISPOSAL P -6 DISWASHER _ - 1 /2' DISCHARGE INTO GARBAGE DISPOSAL UNIT. P LAUNDRY SINK 1 1/2' 1/2' 1/2' P WASHING MACHINE 2' 1/2' 1/2' 2' VTR'' 9 P -5 T 1 P lt NEW L °"' . KITCHEN L • 3' U NEW FAMILY ROOM EXISTING PORC1 -I E,P F'-1 - 2' VTR ' VTR 2' VTR EXISTING DINNING ROOM LIVING ROOM P -3 CO BA ?I-4 1/2 EXISTING E3WDROOM 2 �4' , 1/8' SL/ FT CONNECT TO SEPTIC TANK (EXISTING) 0 _! 2 VTR SCALE: 1 /4 " =1' -0" NOTE: ALL DRAIN PIPING UNDER SLAB SHALL BE 2' MIN. 2 4 ' 4 LESS DIA. DRAIN e 1/4' DROP. 3 * 4 LESS DIA. DRAIN a I /8' ;DROP. MASTER BEDROOM CRO\D LLOOR PL EXISTING BEDROOM 3 VB EXIST 4/C COMPRESS. CU -1 tra 011'1 w 0 U \G RLA\ GATE VALVE--/ 4' DEEP DRAIN PAN (WHEN INSTALLED ABOVE It PLR.) LL N.T.S. DRAIN VALVE 1' DRAIN PAN PIPE TO HAVE AN OPEN END TO DRAIN OUTSIDE OF BLPG. 6' ABV. GR. ICTPIC WATER 3/4' RELIEF LINE OUTSIDE OF BUILDING SPILL 6' ABOVE FINISHED GROUND ASME PRESSURE 4 TEMPERATURE RELIEF VALVE 80 GALS. W.H. WITH SO GALS. STORAGE GLASS LINED TANK, DOUBLE ELEMENT NON-CONCURRENT 6 KW. e 240 V. EFFICIENCY RATING OF .89 MINIMUM INSULATION R -I6 12 GALS. / HR. DRAW AND 22 GALS. / HR. RECOVERY AT 100 DEGREES TEMP. EATFR J PLv GENERAL PROVIDE (FURNISH AND INSTALL) ALL NECESARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS AND HEREIN SPSCIFIED. INSTALL IN ACCORDING WITH THE FLORIDA BUILDING CODE AND LOCAL ORDINANCES. SCOPE OF WORK: PROVIDDE DE FOLLOWING COMPLETE SYSTEMS: A. SANITARY COLLECTION. B. DOMESTIC HOT AND COLDWATER C. AIR CONDITIONING CONDENSATE. PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED. VERIFY .4T JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WITH PIPE, FIXTURES, AND EQUIPMENT SIZES PRIOR TO FAERICATION OR INSTALLATION COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. SUBMIT SHOP DRAWINGS FOR ARCHITEG / ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR INTALLATION OF EQUIPMENT AND MATERIALS. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPtANCE. MATERIALS BI\C \OTES PROVIDE SHUT -OFF VALVES FOR EACH FIXTURES AND AIR CHAMBERS WHERE SI-OWN AND WHERE REQUIRED FOR PRO- PER PERFORMANCE OF THE SYSTEM. PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND FASTENERS OF SIMILAR METALS OR ISOLATE THE FROM PIPING AND SLABS TO PREVENT CORROSION. PIPING DOMESTIC HOT AND COLD WATER: COPPER TUBING TYPE 'K' OR "L' WITH SOLDER JOINTS. WOG BRONZE VALVES 125 P.S.I. MIN. PROVIDE PRE - MOLDED FIBERGLASS INSULATION FOR HOT WATER LINES. SANITARY WASTE AND VENT: CAST IRON PIPING UNDER SLABS, CAST IRON NO - HUB OR COPPER D.W.V. ABOVE P.V.C. DRAIN PIPE AND FITTINGS MAY BE USED WHEN ALLOWED BY THE LOCAL JURISDICTION. A/C CONDENSATE: P.V.C. SCHEDULE 40 PIPE AND FITTINS. Jose R, Figueroa Certificate 5808 3611 91 143 ASE. *06 -3638 ICiami,Florida. 33175 C'0 w n Q O O W n W (r) W c CL_ 0 cY (I) 0 m�cn 0 W Q n < SEAL REVI 1.- 2.- 3.- 4.- erl DATE : someas SCALE : •P DRAWN :M40NLAUtZ JOB NO. : P -1 SHEET NO. : OF 2 to w PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING PERMITS SHALL BE REQUIRED WINDOWS, DOORS & STORM SHUTTERS; WOOD TRSSES; RIDGE VENTILATION & SKYLIGHTS; GLASS WALLS & STOREFRONTS; RAILING & HANDRAILS; ROOFING. IF APPLICABLE AND USED \OTF: NO OTHER UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT.- DIG WITH CAUTION. - CALL UTILITY LOCATION CENTER BEFORE YOU DIG. 2'x4' 11. ALL AROUND 1/2' G'fl 6 D.a EA.BIDE OF 3 -5/8' METAL 81103 AT 24'O.C. WOOD FRAME ALL AROUND I' x 1 -1/2' APPLIED WOOD DOOR &TOP TYPICAL_ DOOR JAM SUSPENDED ACOUSTICAL CEILING WRY. sit nas$ x cnu.c DRYWALL PARTITION 1/2- Go. SCUM ar - (insert UNLESS ONERITISE KM). _ i0 CONTINUOUS SEALANT ACOUSTICAL SEALANT TO DQTl 0 FLOOR BASE sa nem s GENERAL SPECEICATA3143. CONCRETE SLAB. rates ro ryaslt TYPICAL PARTITION No20 GA. NAILABLE MTL, TOP PLATE -- 2'X4' WOOD 57103 NAILABLE e24'c/c TYP. NON E4ING F4RT 1 T ION DTL SCALE v'■ I' -m' 1/2' DRYWALL OVER 20 GA. MTL. PURR CHANNELS • 24'c /c 2' X 4' WOOD FIRE STOP AT MID. HT. 2' X 4' WOOD NAILABLE MIL. BOTTOM CHANNEL WOOD BASEBOARD GLUED TO DRYWALL FOR FINAL COMPLETION. DEVELOPER RESERVES THE RIGHT TO OMIT OR INSTALL THESE ITEMS. CONTRACTOR SHALL COORDINATE AND VERIFYCALL DIMENSIONS WITI -4 WITH ARCHITECTURAL DUKES NOTE: REFER TO DRAWINGS FOR DETAILS AND SECTIONS. TYPICAL DOOR OPENING AT GROUND FLOOR 5/8' STUCCO FN. CONT. CAULKING 2X6 RABBETED HEADE 3' TAP -CON AT 24' O. 1/2' DRYWALL FIN. 5/8' STUCCO FI CONT. CAULKING 1X 4P.T. WO. BLKW /HILTI PINS 'CRS 099 -P2 1-IC AT 12' QC. frt7M0R 2' 2 X 6 RABBETED JAMB STAGGERED 3' TAP -CON AT 24' O.G. EXTERIOR DOOM. DETAILS r 1-4EADE JAM V2' DRYWALL FPL 1 X 4 P.T. HID. BLK al/ kILTI PINS 'CRS 099 -112 HC AT 12' O.G. STAGGERED 6' FROM TOP AND BOTT. OR 2' TAP -CONS AT 24' O.G. STAGGERED (FOR ALUMINUM WINDOWS, STANDARD SIZES) ALL PERIMETER CAULKING BY OTHERS ALL CLEANING BY OTHERS / JAMB STUCCO TY 3/4" 1/8" CLEARANCE I 3/8" CLEARANCE CAULK BY INSTALLER CAULK AFTER PLASTER WINDOW DIMENSION WIDTH MEASURMENT BETWEEN MASONRY BLOCK 1INDOLUS DETAIL CONTRACTOR TO CAULK BEHIND BUCK BEFORE FASTENING TO MASONRY BLOCK MASONRY BLOCK 1" X 3" BUCK FASTEN WJINDOW WITH 3/16" DIAMETER TAP-CON THRU THE BUCK AND INTO CONCRETE WITH A 1 - 1/2" EMBEDMENT 1/8" CLEARANCE 3/8" CLEARANCE 3/4" JAMB STUCCO N.T.S. EXIST. MTL. SEAT t ANCHOR STRAP f A. At. It i 1 1 TOP OF BEAM ELEV. +3' -0' NEW FIN. FLOCK ELEV. *0.00' FINISH GRADE CONCRETE BEAM S' X 12' EXISTING STEEL COLUMNS 4'X4'XI /4' 8' CE3S WALL EXIS. 5 I " _. COL. DET,4I_ 4 EENF $ /B' COX WITH ad NAILS e 16' c% ALL SUPPORTS 2' x 10' WD. FASCIA W.L W/ 26 GA. 3' x 3' -- MTL. GALV. DRIP OVER 1' x 2' PT. PURR. STUCCO OVER MTL. LATH OVER 30' FELT 4'x 26'. SCREEN VENTS a t48 /c STUCCO FINISH S' C.B.S. WALL , - 4X4 t '4. 2 1 SLOPE 2' • — . EXIST. 2' x8'•12'c /c INSULATION R:19 — '2' DRYWALL OVER 1' • 16' 0/C P.T.FIREST - 8" X 12' CONC. T.B. 1 /2' DRYWALL OVER I' x 2' e 16' O/C 3 4' INSULATION R:4.2 4' WD. 3' FUR FURR 4' CONC. SLAB REINF W/ 6'x6' W/ 1.4 k 1.4 WWF, OVER L SX1OMPACTED CLEAN ILL. EXIST. 16' x 16' WITH 2 CONT. W/ 1.4 x 1.4 WWF, OVER WEL SECTION BASE GLUED • DRYWALL Jose R, Figueroa Certificate 5808 3611 SW 143 AVE fet(306)226 -1638 1liomi,Florida. 33175 0 0 m O I- 1 v L1J m LL_ m O� / I- 0 0 0 LLiO 0 L�J SEAL DATE: SCALE : W • N DRAWN :MAGMA= JOB NO. S SHEET NO. : OF CONNECTION OF NEW JOIST TO' EXISTING T -BM N.T.S. BOTH SIDES CF THE JOIST RT -14 (BY USP) GALV. MT'L. STRAP (1) 0 5 IN P.C. 9 EACH SIDE OF EVERY OPENING AS 61-1O(1N ON PLANS _ NEUJ WINDOW 8'X12' CONC.TIE COLUMN W(4) -+'S 4 +'3 8' O.C.(YTP) 4 *5 X 1' -0' DOWELS INTO EXIST. STR 8 CONC.TIE COLUMN W(4) - 4 "3 0 8' O.C.(YTP) 4"5X1'- O'DOWELS INTO EXIST. 3TR (TYP) EXISTING 8`X12' CONC.TIE COLUMN W(4) -"5 4*30 4*5X1'- O'DOWELS INTO EXIST. 3TR (TYP) 0 0 0 • HEIGHT 8' -2' EXKITINa WINDOWS TO es TO LP-Al/2 NEW FAMILY ROOM CE IL INCs OPEN PORCH NEW KITCHEN NEW CEILING HEIGHT 8' -2' TYP WINDOW SECTION EXSTIYJ DOOR TO x Rer oven 10 -0' 12' O.C. APPROVED: 09/20/ .K• 3'x8'Wp.JGOISt® EXPIRES: 10/01/2006 MAX. UPLIFT CAPACITY= 155 LBS. EXISTINCC T -BM ACTUAL FORCE = VARIABLE DRYWALL T aeHovs 0 'f) EXISTING DINNING ROOM LIVING. ROOM 15' -0' WINDOW TO BE CLOSED —4' 6' 1' EXISTING BEDROOM 2 POPOSED FLOOR PLA\ SCALE: 1 /4 " =1' -0" (4) - X 6' LONG THRU BOLTS REQUIRED 10 "x10'x °THK. STL. PLATE 4'x4'x /4 Q. STL. TUBE EXISTING TRlJ56 — BY OTHERS EXISTING 8' x 12' CONC. TIE M. EXISTING 8" C.B.S WALL connection to exist. wall j jIIll11111111IIIIIIIIIIIIIII000I ILIIIIIIIUIIIIU111111I jj IIIIIII :IIIIII *IuI11iiIIlrliilllllIl EXISTING 8' CBS WALL EXISTING (1) "5 IN P.C. 4) EACH SIDE OF EVERY OPENING AS SHOWN ON PLAN'. .� I O O C;IIIIIIIIIIIIIIUIIIIIIIIIU Illlllla�i_�i:i::I IIIUUIIIUUIUUIIII� IGI::::I�I11111111111111�� O WINDOW TO BE CLOSED NEW BATH r iscarrAmilmorAiniondmimairrame EXISTING (1) *5 IN P.C. 9 EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS MASTER BEDROOM 25' -4' E10 I/ 6 CsA. ALUMINUM FLASHING EXISTING BEDROOM 3 5TL COL. CAP 'Us- .FE 1/4 I/4'X3'X10' X IV LCs W/ (4)- 5 /8"4X6' LONG THRU 6OL15 (TYPICAL) (2) 2'X)2' WD BEAM 4'x4'x THK SQ. STL. TUBE AC UAL FORCE =VARIABLE 3'X'3' UJD. JOIST a 12' O.C. CUT EXISTING OJ4. TONGUE 4 GROOVE W. OR SIMILAR scale:: 3/411= ' -0' T -BM a' >d2' CONC. TIE M. W/ 2 IS BARS TOP 4 2 *5 BOTT. PROVIDE 4 0 3 TIf_ ?S AT 12' C/C AT EACH END AND AT 48° C/C ELSEWHERE ALL CONTINUITY CP THE REINFORCING SHALL ell IS' MIN. LAP SPLICES PROVIDE AT ALL CORNERS 2 *5 BENT BARS EXTENDING 30' MIN. IN EACH DIRECTION ,8'X12' CONC.TIE COLUMN /1X4) - 4 D a 8' OL.C.(YTP) } 'S ><1. - 0' DOW INTO EXIST. 97R ( TYP) ADDITIONAL BUILDING NOTES EXISTING CLOSETS WILL Fee DEMOLISH AND WALLS WALL BE :CLOSED MATCHING EXISTING GF35 WAL L6 TO ELIMINATE WOOD CONSTRUCTION OF !LEGAL_ STRUCTURE OF CLOSETS 1O' 1 5 '< 5>� "U" PLATE DETAIL "A" N.T.S. 1' x 2' W. BLOCK1NCx 3' x 26 GA. MTL. EAVE DRIP (2) 2' x 10' P.T. WD. FACIA SE DETAIL 'A' (2) 2 °x12' WD BEAM 4' x 4' x 1 /4' THK. SQ. STL. TUBE E10 3/16" 10 /4 "THK. STL PLATE PIN. GRADE MIN. CLEAR EACH WAY (TYPICAL) 4 "x4 " x I /4 " THK. SQ. STL. TUBE • strap detail •■- •■•.- • I 11 V V - � I 1 4' SLOPE PER PT. 2° x 12' WD. JOISTS 1& O.G. TONGUE 4 GROOVE WD OR SIMILAR 4' THK CONC. SLAB W/ 6' x 6' x *10 W.W.M. OVER 6 MIL POLYETHYLENE VAPOR BARRIER (TYP.) (4)-3/4'0 X 6' LONG BOLTS USPC RTI4 TWISTED MTL. STRAP, NAILED W/ I0 -16d XI.S "NAILS ACCEPTANCE No.01- 0124.06 APPROVED: 03/20/2001 EXPIRES: 10/01/2006 MAX. UPLIFT CAPACITY= - 155 L BS. NTS ' EXPANSION JOINT REQ'D. a.L TRgATMgNT,°,ATEMENt 50f L. SHALL HAVE TREATMENT FOR PROTECTION AGAINST TERMITES. ACCORD TO COMPLY W/ SEC. 1316.1.1 4.5 CONC. PAD FTG. Ili/ (4) "5 Q (TOPBOTT.) (TYPICAL) WELL COMPACTED FILL STEEL COL. SECTION 5CA1 E 3/4'_11 " TO MAX. . D of RocTOR DENSITY REINFORCED GROUTED CELL, TYP. 1' x 4' F'.T. WOOD BUCK W/ 1/4" x 134" TAPCON SCREWS FROM THE END 4 15' O.C. MAX. NOTE: 8X8 CONCRETE SILLS W/ (2) BARS . MULTIPLE WINDOW TO ACCOMODATE MULLION ANCHORAGE. IMPACT RESISTANT GLAZING 012 STORM SHUTTERS REQUIRED. window buck detail 3 " = I u 4 1 -0 ALL. AROUND PERIMETER). 1- 1\LS - Jose R, Figuer Certificate 3611 SW 143 AVE :(: 5; 3613 33175 0 n •..9...._ SEAL DATE : 31711P2004 SCALE : V4' , is DRAWN : J08 N0. Ote 54 HURRICANE STRAP SCHEDULE CONNECTION TYPE "U.S.P." UPLIFT /Lbs. NAIL SIZE QUANTITY NO. APPROVALS 1 Rt - 14 155 W/ 9 - )16d X IV NAILS 4 (4) 1 /44 - X3' TAPCON o 3' O.C. (TYP. FOR EA. SCRAP) $EE pTL CONNECTION OF NEW JOIST TO' EXISTING T -BM N.T.S. BOTH SIDES CF THE JOIST RT -14 (BY USP) GALV. MT'L. STRAP (1) 0 5 IN P.C. 9 EACH SIDE OF EVERY OPENING AS 61-1O(1N ON PLANS _ NEUJ WINDOW 8'X12' CONC.TIE COLUMN W(4) -+'S 4 +'3 8' O.C.(YTP) 4 *5 X 1' -0' DOWELS INTO EXIST. STR 8 CONC.TIE COLUMN W(4) - 4 "3 0 8' O.C.(YTP) 4"5X1'- O'DOWELS INTO EXIST. 3TR (TYP) EXISTING 8`X12' CONC.TIE COLUMN W(4) -"5 4*30 4*5X1'- O'DOWELS INTO EXIST. 3TR (TYP) 0 0 0 • HEIGHT 8' -2' EXKITINa WINDOWS TO es TO LP-Al/2 NEW FAMILY ROOM CE IL INCs OPEN PORCH NEW KITCHEN NEW CEILING HEIGHT 8' -2' TYP WINDOW SECTION EXSTIYJ DOOR TO x Rer oven 10 -0' 12' O.C. APPROVED: 09/20/ .K• 3'x8'Wp.JGOISt® EXPIRES: 10/01/2006 MAX. UPLIFT CAPACITY= 155 LBS. EXISTINCC T -BM ACTUAL FORCE = VARIABLE DRYWALL T aeHovs 0 'f) EXISTING DINNING ROOM LIVING. ROOM 15' -0' WINDOW TO BE CLOSED —4' 6' 1' EXISTING BEDROOM 2 POPOSED FLOOR PLA\ SCALE: 1 /4 " =1' -0" (4) - X 6' LONG THRU BOLTS REQUIRED 10 "x10'x °THK. STL. PLATE 4'x4'x /4 Q. STL. TUBE EXISTING TRlJ56 — BY OTHERS EXISTING 8' x 12' CONC. TIE M. EXISTING 8" C.B.S WALL connection to exist. wall j jIIll11111111IIIIIIIIIIIIIII000I ILIIIIIIIUIIIIU111111I jj IIIIIII :IIIIII *IuI11iiIIlrliilllllIl EXISTING 8' CBS WALL EXISTING (1) "5 IN P.C. 4) EACH SIDE OF EVERY OPENING AS SHOWN ON PLAN'. .� I O O C;IIIIIIIIIIIIIIUIIIIIIIIIU Illlllla�i_�i:i::I IIIUUIIIUUIUUIIII� IGI::::I�I11111111111111�� O WINDOW TO BE CLOSED NEW BATH r iscarrAmilmorAiniondmimairrame EXISTING (1) *5 IN P.C. 9 EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS MASTER BEDROOM 25' -4' E10 I/ 6 CsA. ALUMINUM FLASHING EXISTING BEDROOM 3 5TL COL. CAP 'Us- .FE 1/4 I/4'X3'X10' X IV LCs W/ (4)- 5 /8"4X6' LONG THRU 6OL15 (TYPICAL) (2) 2'X)2' WD BEAM 4'x4'x THK SQ. STL. TUBE AC UAL FORCE =VARIABLE 3'X'3' UJD. JOIST a 12' O.C. CUT EXISTING OJ4. TONGUE 4 GROOVE W. OR SIMILAR scale:: 3/411= ' -0' T -BM a' >d2' CONC. TIE M. W/ 2 IS BARS TOP 4 2 *5 BOTT. PROVIDE 4 0 3 TIf_ ?S AT 12' C/C AT EACH END AND AT 48° C/C ELSEWHERE ALL CONTINUITY CP THE REINFORCING SHALL ell IS' MIN. LAP SPLICES PROVIDE AT ALL CORNERS 2 *5 BENT BARS EXTENDING 30' MIN. IN EACH DIRECTION ,8'X12' CONC.TIE COLUMN /1X4) - 4 D a 8' OL.C.(YTP) } 'S ><1. - 0' DOW INTO EXIST. 97R ( TYP) ADDITIONAL BUILDING NOTES EXISTING CLOSETS WILL Fee DEMOLISH AND WALLS WALL BE :CLOSED MATCHING EXISTING GF35 WAL L6 TO ELIMINATE WOOD CONSTRUCTION OF !LEGAL_ STRUCTURE OF CLOSETS 1O' 1 5 '< 5>� "U" PLATE DETAIL "A" N.T.S. 1' x 2' W. BLOCK1NCx 3' x 26 GA. MTL. EAVE DRIP (2) 2' x 10' P.T. WD. FACIA SE DETAIL 'A' (2) 2 °x12' WD BEAM 4' x 4' x 1 /4' THK. SQ. STL. TUBE E10 3/16" 10 /4 "THK. STL PLATE PIN. GRADE MIN. CLEAR EACH WAY (TYPICAL) 4 "x4 " x I /4 " THK. SQ. STL. TUBE • strap detail •■- •■•.- • I 11 V V - � I 1 4' SLOPE PER PT. 2° x 12' WD. JOISTS 1& O.G. TONGUE 4 GROOVE WD OR SIMILAR 4' THK CONC. SLAB W/ 6' x 6' x *10 W.W.M. OVER 6 MIL POLYETHYLENE VAPOR BARRIER (TYP.) (4)-3/4'0 X 6' LONG BOLTS USPC RTI4 TWISTED MTL. STRAP, NAILED W/ I0 -16d XI.S "NAILS ACCEPTANCE No.01- 0124.06 APPROVED: 03/20/2001 EXPIRES: 10/01/2006 MAX. UPLIFT CAPACITY= - 155 L BS. NTS ' EXPANSION JOINT REQ'D. a.L TRgATMgNT,°,ATEMENt 50f L. SHALL HAVE TREATMENT FOR PROTECTION AGAINST TERMITES. ACCORD TO COMPLY W/ SEC. 1316.1.1 4.5 CONC. PAD FTG. Ili/ (4) "5 Q (TOPBOTT.) (TYPICAL) WELL COMPACTED FILL STEEL COL. SECTION 5CA1 E 3/4'_11 " TO MAX. . D of RocTOR DENSITY REINFORCED GROUTED CELL, TYP. 1' x 4' F'.T. WOOD BUCK W/ 1/4" x 134" TAPCON SCREWS FROM THE END 4 15' O.C. MAX. NOTE: 8X8 CONCRETE SILLS W/ (2) BARS . MULTIPLE WINDOW TO ACCOMODATE MULLION ANCHORAGE. IMPACT RESISTANT GLAZING 012 STORM SHUTTERS REQUIRED. window buck detail 3 " = I u 4 1 -0 ALL. AROUND PERIMETER). 1- 1\LS - Jose R, Figuer Certificate 3611 SW 143 AVE :(: 5; 3613 33175 0 n •..9...._ SEAL DATE : 31711P2004 SCALE : V4' , is DRAWN : J08 N0. Ote 54 EXISTING 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 © 8" O.C.(YTP) 4 #5 X 1 " -0" DOWELS INTO FXIST STR (TYP 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 ©8" 0. C. (YT 4 #5 X 1"-0" DOWEL INTO EXIST. STR (TYP) EXISTING 8 " CBS WALL U1111111111111110111111111111 113 !!+61111111111111111111"111111111111111M1111111111111111 161111111111111111 a 1111111111111111 a 1 111111101111 I;1Illlllllllllllllllllllll iii' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII :I ::IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII:Mi ;;t;lllllllllliIIIIIllllllIIII II i OPEN PORCH EXISTING (1) #5 IN F.C. © EACH SIDE OF EVERY OPENING AS SHOWN ON NEW BATH -- in 1 B �II .i1� �. o L1.1 2 l EXISTING BEDROOM 2 = ail ;llllllllllllllllllL _ - - == I: IIIIIIIIIIIIIIII11011IiIIIIIIIiiil0[ll TO (m 1NDOW BE d - CLOSED N MASTER BEDROOM EXISTING (1) #5 IN F.C. © EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS EXISTING BEDROOM 3 EXISTING 8 " CBS WALL (1) #5 IN F.C. © EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS NEW WINDOW 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 © 8" O.C.(YT 4 #5 X 1 " -0" DOWELS INTO EXIST. STR (TYP) D/w 0 0 0 NEW FauSTWO WINDO'A9 TO et REMOVED TO LEAVE OPEN PORCH NEW KITCHEN NEW CEILING HEIGHT 8 " -2" J FAMILY ROOM CEILING • HEIGHT 8 " -2" TYP WINDOW SECTION EXISTING DOR TO DE REMOVED 10' -0" EXISTING DRYWALL To et REMOvE " 6, EXISTING DINNING ROOM LIVING ROOM 15'-0" r-- 2' -3 "- WINDOW TO BE CLOSED PROPOSED FLOOR PLAN SCALE: i /a " =i -0" 25' 4" -- 3' -O "-- 8 "X12" CONC.TIE COLUMN W(4) - #5 Sc #3 © 8" O.C.(YT' 4 #5 X 1 " -0" DOWELS INTO EXIST. STR (TYP) ADDITIONAL BUILDING NOTES EXISTING CLOSETS WILL BE DEMOLISH AND WALLS WILL BE CLOSED MATCHING EXISTING CBS WALLS TO ELIMINATE WOOD CONSTRUCTION OF ILEGAL STRUCTURE OF CLOSETS EXIST. MTL. SEAT & ANCHOR STRAP 4, FINISH GRADE STUCCO FINISH 8" C.B.S. WALL 48 BD TYP. NEW RN. FLOOR INSULATION R:19 \" DRYWALL OVER 1" x 3" FURR. 0 16" 0/C 1 x 4 P.T. FIRESTOP 8" X 12" CONC. T.B. \" DRYWALL OVER 1" x 2" FURR. 0 16" 0/C [" INSULATION R:4.2 4" WO. BASE GLUED TO DRYWALL 4" CONC. SLAB REINF. W/ 6 "x6" W/ 1.4 x 1.4 WWF, OVER WEL COMPACTED CLEAN FILL. TYP. DETAIL OF PROPOSED WALL SECTIO\ I Jose R, Figueroa Certificate 5808 3611 SN 143 AW 106)226 -33 Iiketflaido. 33115 I-- Q L1J P rn W O aO _1 W ( n M CD LiJ O � Q UO Q (J) - LO < SEAL REVISIONS : 7/19/'2004 1.- 2.- 3.- 4.- DATE : 3%25/2004 SCALE : $/4' : 1' DRAWN :M.00NZA= JOB NO. tIa1090032904 S -1a, SHEET NO. : OF 4 NEW FIN. FLOOR ELEV. ;0.00' ,� FINISH GRADE HEREBY DENOTED ON PLANS. REFER TO DRAWINGS FOR DETAILS AND SECTIONS. WOOD BEAM 3" X 5 1/2" EXIST. STRUCT. OF REV ROOF SHEATHING WOOD BEAM 3" X 7" EXISTING STEEL COLUMNS 3 "X3 "X1 /4" 11 8" EXISTING CBS WALL WITH STUCCO FINISH ODELED AREA EXIST. MTL. SEAT & ANCHOR STRAP r CDX WITH 8d NAILS 0 16" c/c ALL SUPPORTS 2" x 10" WD. FASCIA W.L W/ 26 GA. 3" x 3" MTL. GALV. DRIP OVER 1" x 2" PT. FURR. 3 "X 3" STEEL COLUMN STUCCO FINISH 8" C.B.S. WALL R. EXIST. WOOD BEAM 5 1/2" x 3" 0 18" c/c — — \" DRYWALL OVER 1" 0 16" 0/C �1 x 4 P.T. FIRESTOP DRYWALL OVER 1" x 2" FURR. 0 16" 0/C EXIST. STEEL PLATE SUPPORT EXIST. WALL SECTIO\ 8" x 4" EXIST. WOOD 4" CO W/ 1.4 COMPA 3" FURR. BEAM 4 WD. BASE GLUED T DRYWALL C. SLAB REINF. W/ 6 "x6" x 1.4 WWF, 0 : R WEL .:TED CLEAN FIL EXIST. 16 x 16" WITH 2 #5 CONT. W/ 1.4 x 1.4 WWF, OVER WEL _th NEW FIN. FLOOR ELEV. ;0.00' FINISH GRADE HEREBY DENOTED ON PLANS. REFER TO DRAWINGS FOR DETAILS AND SECTIONS. WOOD BEAM 3" X 5 PROPOSED 8 "CBS WALL ROOF SHEATHING CONCRETE BEAM 8" X 12" PROPOSED STRUCTURE DETAIL STEEL COLUMNS PROPOSED 8" CBS WALL PROPOSED MTL. SEAT & ANCHOR STRAP r CDX WITH 8d NAILS 0 16" ALL SUPPORTS a l k TOP OF BEAM ELEV. +8' -0" 2" x 10" WD. FASCIA W.L W/ 26 GA. 3" x 3" MTL. GALV. DRIP OVER 1" x 2" PT. FURR. STUCCO FINISH 8" C.B.S. WALL 3 "x "3 EXIST. STEEL COLUMN i v .e. f// A \ \ EXIST. 2 "x 8" 0 12" c/c SLOPE 2" [ INSULATION R:19 \" DRYWALL OVER 1" x 0 16" 0/C �1 x 4 P.T. FIRESTOP a X 12" CONC. T.B. \" DRYWALL OVER 1" x 2" 0 16" 0/C 4" WD 4" CO W/ 1.4 COMPA 3" FURR. FURR. PROPOSES WALL SECTION O co BASE GLUED T DRYWALL C. SLAB REINF. W/ 6 "x6" x1.4 WWF, 0:RWEL DIED CLEAN FIL EXIST. 16" x 16" WITH 2#5 CONT. W/ 1.4 x 1.4 WWF, OVER WEL Jose R, Figueroa Certificate 8808 3611 SY 113 AWE. 1465}16 -1J6 Iliami,flarida 33175 0 LLJ 0 Q O LJ 0 w cf) w Iz O O Iz - 1-1-i Ofh w < 0 z z v - z 0 LC) SEAL REVISIONS : 1.- 2.- 3.- 4.— DATE : 3/23/2004 SCALE : 3/0" : 1' DRAWN :M.00NZALCZ JOB NO. :8 LL09=504 sib SHEET NO. : OF 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 ® 8" O.C.(YTP) 4 #5 X 1"-0" DOWELS INTO EXIST. STR (TYP) I+nuunnnnuuuonlnutumi Vuunununmuun nunuhi NEW KITCHEN CEILING HEIGHT 8 "- NEW FAMILY ROOM Iliiiiui ;IIIIIIIIIIIIII;;1 iiinhmniis OP: N PO CH rnuunuunnnummh 1411111111111111111111111111 (1) #5 IN F.C. © EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS EXISTING 8" CBS WALL EXISTING WOOD JOIST NEW WINDOW 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 0 8" O.C.(YTF 4 #5 X 1 " -0" DOWEL INTO EXIST. STR (TYP) EXISTING WOOD TRUS E ( / DOOR EXISTING N7ND0 O t l / / TO BE BE REYOKD REMOVED TO LEAK EXISTNG OPEN DRYWALL PORCH TO BE REMOVE 1 0' -0" » EXISTING FLOOR PLAN SCALE: 1 /4 " =1' -0" PROPOSED MIL. SEAT & ANCHOR STRAP DOBLE 2" x 6" WOOD BEAM 4" x 4 WOOD SUPPORT VER1 "x2 "FURR. DOBLE 2" x 6" WOOD BEAM 4" x 4" WOOD SUPPORT DOBLE 2" x 6" WOOD BEAM 4" x 4" WOOD SUPPORT 4" WD. BASE GLUED TO DR 1 x 4 P.T. FIRESTOP 48 BD TYP. -4 NEW RN. FLOOR FINISH GRADE NEW TIE BEAM 8" X 12" CONC. T.B. STUCCO FINISH 8" C.B.S. WALL DRYWALL OVER 1" x 3" FURR. 0 16" 0/C 41TCHEN AREA EXIST. JOIST 16" 0/C FLAT ROOF • /. * .1. <M•:� !V= ti • }�. :.1.' •:�. 5'�':' fi'f• • }} ✓ .. •. 'af: ��'. r ' ' 'jt . : • :J.•:i f .a•; S•.l�.Y.. // fi J ti'i: s't s.. ._� .•�4 Ja ...•3.= ♦:. �,. . "'i•'.:.,.;;. �..•.� ! ., �_ «• ., � °,.�. ,.;r,. `.i •,.. • .a:. e,';;'.� •. i .' �•` • . � �� .17 \ d � � .. 4J ��..•.. '� tii� } t . �•I. . .. ..I • ..'.• ' . •�'�,... . �.. ♦:e ...• at .a. ~�: : • .r . • �f� � . i s • »` • • ' : '%1:.;.. ' _;� . :m : ti ' ; <...::�� � 4" CON x6 » �' �''T C. SLAB REINF. W/ 6 W/ 1.4 x 1.4 WWF, OVER WEL COMPACTED CLEAN FILL. DETAIL OF PROPOSED ROOF SUPPORT Jose R, Figueroa 3611 SN 143 AC 10506 -11 1146,Floridm 33175 Certificate 8808 O Wo U) W 0 O J LI.J ( A' CO W 0 Q 0 < > (1) — z 0 Q SEAL REVISIONS : 1.— 7/19/2004 2.- 3. 4. — DATE : 3/20/2004 SCALE : 1/4" : 1' DRAWN :M.00NZALEZ JOB NO. SEU.C60032904 S -1c. SHEET NO. : OF (1) #5 IN F.C. © EACH SIDE OF EVERY OPENING AS SHOWN ON PLANS 8 "X12" CONC.TIE COLUMN w(4) - #5 & # 8" O.C.(YT 4 #5 X 1"-0" DOWEL INTO EXIST. STR (TYP) limill illlllllllllllllilllllllllllll VIIIIIIIIIIIIIIIIIIII 111111111111. I P111111111i1111111111111 lie J1111111111111111111111 IP 11 1111 11111 - YP SI N D SECT NEW KITCHEN OPEN PCRCH EXISTING WOOD TRUS EXISTING 8" CBS WALL EXISTING WOOD JOIST NEW WINDOW 8 "X12" CONC.TIE COLUMN W(4) - #5 & #3 © 8" O.C.(YTP) 4 #5 X 1 " -0" DOWELS INTO EXIST. STR (TYP) DUSTING EXISTING DOOR TD BE BE REMOVED REMOVED TO LEAVE EXISTING OPEN DRYWALL PORCH To IC 10' 0" REMOVE EXISTING FLOOR Pan SCALE: 1 /4"=r-o" EXIST. MTL. SEAT & ANCHOR STRAP FINISH GRADE x 4" WOOD SUPPORT 4" WD. BASE GLUED TO DRYWALL DOBLE 2" x 6" WOOD BEAM 4" x 4" WOOD SUPPORT 1" x 4" WOOD SUPPORT 2" x 2" WOOD BASE SUPPORT 4 x 4" WOOD SUPPORT 1 x 4 P.T. FIRESTOP PROPOSED 8" X 12" CONC. T.B. PROPOSED STUCCO FINISH PROPOSED 8" C.B.S. WALL 48 BD TYP. NEW FIN. FLOOR DRYWALL OVER 1" x 3" FURR. 0 16i;" O/C EXISTING TRUSS 0 16" 0/C 4" CONC. SLAB REINF. W/ 6 "x6" W/ 1.4 x 1.4 WWF, OVER WEL COMPACTED CLEAN FILL. DETAIL OF PROPOSED ROOF SUPPORT OPEN PORCH AREA 3611 SW 143 At tios -U Mimii f lori& 33175 Jose R, Figueroa Certificate 5808 SEAL REVISIONS : 1.— 7/19/2004 2.- 3.- 4.— DATE : 3/20/2004 SCALE : 1/4" : 1' DRAWN :M.00NZALEZ JOB NO. :8E110900323O4 SHEET NO. : OF • ., . • • 2x4' lLU.OU 1G ALL AROUND i/2' GYPBRD.ON EA.6IDE OF 3 -5/8' METAL 811108 AT 24'0.C. SUSPENDED ACOUSTICAL CEIUNG mE WAY. s¢ FN$H SCHEME DRYWALL PARTITION 1/Y' QT. 90.PO a1 3- eb -- II,L 01-prx UNLESS m KITED} mew _ l TO CONTINUOUS SEALANT XV1671t/. SCPUJIT TO eorfa 1 HEIGHTS VARY. FLOOR BASE l MON xMmlAX iro Q.S. s CONCRETE SLAB. TYPICAL PARTITION 4' JVDIYIII ILL/ /,ILL) I I \V\,LJJLL/ /II 11 IL UVILVIINV vu U11% IIYILI 1. PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING PERMITS SHALL BE REQUIRED WINDOWS, DOORS & STORM SHUTTERS; WOOD TRSSES; RIDGE VENTILATION & SKYLIGHTS; GLASS WALLS & STOREFRONTS; RAILING & HANDRAILS; ROOFING. IF APPLICABLE AND USED \OT NO OTHER UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT.- DIG WITH CAUTION.- CALL UTILITY LOCATION CENTER BEFORE YOU DIG. 1/2' DRYUJALL OVER 20 GA. MTL. FURR CHANNELS w 24 2' X 4' WOOD NAILABLE MTL. BOTTOM CHANNEL WOOD BASEBOARD GLUED TO DRYWALL TYP, ON—e,4G PARTITION TL 8C Aj'■ FOR FINAL COMPLETION. DEVELOPER RESERVES 11-4E RIGHT TO OMIT OR INSTALL THESE ITEMS. NOTE: CONTRACTOR SHALL COORDINATE AND VERIFYCALL DIMENSIONS WITH WITH ARCHITECTURAL DWGS INTERIOR 100OR FRAME REFER TO DRAUJINGS FOR DETAILS AND SECTIONS. ir7 ■ ■ ■ ■ ■ ■0 • 0■■■■■' ■■E 5/8' STUCCO FIN. CONT. CAULKING 2X6 RABBETED I4EADE 3' TAP -CON At 24' 0 1 I/2' DRYWALL FIN. 1 X 4 P.T. WD. BLK W/ I41LTI PINS *CRS 099 -112 HC AT 12' Q.C. p ST p FR TA -( CGNS AT 24' O C OR 2' . tAP• STAGGERED JAM DEADER EXTERIOR DQOR DETAILS (FOR ALUMINUM WINDOVGS, : .AJDARD SIZES) ALL PERIMETER CAULKING BY OTHERS ALL CLEANING BY OTHERS - ASONRY LOCK JAMB STUCCO 5/8' STUCCO FI CONT. CAULKING 3/4" 1 /8" CLEAO"A ICE 2 X 6 RABBETED JAMB 3' TAP -CON AT 24' O.C. 3/8" CLEARANCE CAULK BY INSTALLER CAULK AFTER PLASTER WINDOW DIMENSION WIDTH MEASURMENT BETWEEN MASONRY BLOCK V2' DRYWALL FIN. 1x4P.T.WD.SLKW/HILTI AT 12' O O .C. T 6' FROM TOP AND BOTT. OR 2' 8 AGGEEREE! 24' O.C. CONTRACTOR TO CAULK BEHIND BUCK BEFORE FASTENING TO MASONRY BLOCK 1" X 3" BUCK FASTEN WINDOW WITH 3/16" DIAMETER TAP -CON THRU THE BUCK AND INTO CONCRETE WITH A 1 -1/2" EMBEDMENT 1/8" CLEARANCE 3/4" V/ x I V 3/8" CLEARANCE • MASONRY BLOCK JAMB STUCCO TYP. WINDOWS ID: N.T.5. S 4 "x 11` IFAVA 06 NEW FIN. FLOOR ELEV. *0.00' 11 11111/ air WI TIFTNi; INSULATION R19 2 -- 1/2' DRYUJALL OV 1' 16' O/C yiv \ /\\ /\\ / \\ X\ \ 1 x 4 P.T. FIRESTOP S' X 12' CONC. T.B. • 1/2' DRYWALL OVER I' x 2' s 16 O/C 3 /4' INSULATION R:42 4' UD. 3' PURR FURR BASE GLUED 4' CONC. SLAB REINF U/ 1.4 h 14 U.W. F OVER COMPACTED CLEAN TOP OF BEAM ELEV. +8'•0' fr TRAP 3 '8' CDX W1114 Sd NAILS 16' c/c ALL SUPPORTS 2' x Ud' WD. FASCIA UL 6 GA. 3' x 3' — MTL. GALV. DRIP OVER 1' x 2' PT. FURR MTL. LATH OVER 30" FELT N VENTS a t48'c/ 4 FINISH GRADE _ 1'X12' WOOD BEAM EXISTING STEEL COLUMNS AXIS. STL. COL. DF.TAIL 4 1;R CBS WALL r INF STUCCO FINISH 8' C.B.S. WALL • SLOPE 2' 2'x8'to 12'c /c – \ ^XfST. WALL SmCTION DRYWALL W/ 6'x6' ILL. EXIST. 16' x 16' WITH 2e5 CONT. U/ I.4 x 14 WUJF, OVER WEL Jose R, Figueroa Certificate 5808 3611 SW 143 ALE. to50-3639 I is i,Aorida. 33175 0 Q W (f) L1J c 0 � 0 (1) LL 0 � Q ` 0 n L� < SEAL REVISIONS : 2.- 3.- 4.– DATE : licAVIC4R4 SCALE : X1/8" s DRAWN :M4014IAL U JOB NO. eftwocksysos s SHEET NO. : OF