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PLANS: 1YI7.�Jt7 • I. 00 REAR EXTERIOR ELEVATION LEFT EXTERIOR ELEVATION 1 ) FRONT EXTERIOR ELEVATION F _L ILO P 4 ' (/ *' : 1 TOP OF = 8' -6" FINISH FLOOR = 0' -0' { TO MATCH EXISTING e CMU BLOCK WITH STUCCO FINISH • • :Y • r4r ti•�y 1 ., t 1 • A ( ;. q t 8'x8' GLASS BLOCK t • Y ROOF COVER TO MATCH EXISTING .-L FL- >+�� .. t Rr�1! -j :._�: s • . •1. R Y _ . -.i ,a ,. ��' ♦�.tt r { :.fir ss >- ♦ t- T L L :r- i f FASCIA TO MATCH EXISTING • ,l' , 3 r71 S I. • ♦ h Y y , � ' - g3 r_. S . ..f s - `�Jc"i'�i.vl.. �:. � ems' 1 ♦ _ I t • f _ t > . , • = S v " -. _ -r =� ? rte` y<. '7. • v: • t fir( • ` " \ a F-• *' rat 3 ✓ • _ : vl t �": A i f yJ� 4 ' a s _a1 _ f �- a � - 1 �.� ' s J • • f t -•', • _tJ • A 0 s s V) w z O w z z w CC) • co w • 1 vi 0 PROJECT : 1 FILE : 9305 \ELEV 1 ELECTRICAL PLAN r . l 1 11 1. L — . (E) (E) i ` iVvir,e. (E) (E) SPA 2.5 HP. r ._ (E) ELECTRICAL LOAD CALCULATIONS No. 2 (a) OPTIONAL CALCULATIONS FOR ONE—FAMILY DWELLING. HEATING LARGER THAN AIR CONDITIONING GENERAL LIGHTING AND RECEPTACLES 3800 SO. FT. x 3 VA SMALL APPLANCES 20 1500VA LAUNDRY DRYER RANGE DISHWASHER GARBAGE DISP. (2) WATER HEATERS 0 9 WK EA (3) STRIP HEATERS 0 10 KW EA. (1 HOT TUB PUMP 2.5 HP. (1) HOT TUB BLOWER 1 HP. (1) HOT TUB HEATER 0 6 KW (1) SPRINKLER PUMP 2 HP. (1) POOL PUMP 1 HP. 25% OF LARGEST MORE TOTAL SERVICE SIZE: FIRST 10 KW 0 100: REMAINDER 0 40: (90170 VA) TOTAL NET LOAD 46068 VA / 240 V EXISTING SERVICE IS 200 AMP. ALL NEW LOADS WILL BE FED FROM EXISTING SERVICE 191.95 AMP. — 11400 VA 3000 VA 1500 VA = 5000 VA 12000 VA .1200 VA 1000 VA • 18000 VA • 30000 VA 3480 VA 1920 VA 6000 VA 2880 VA = 1920 VA = 870 VA 100170 VA 10000 VA 36068 VA 46068 VA GENERAL ELECTRICAL NOTES 1. DO NOT SCALE THE ELECTRICAL DRAWINGS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST ADOPTED EDITION, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. PERFORM ALL WORK BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, AND ACCEPTED BY THE ARCHITECT AND /OR OWNER. 5. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 6. MEET ALL STANDARD REQUIREMENTS OF ELECTRIC COMPANY AND TELEPHONE COMPANY FOR THEIR INSTALLATION. 7. ELECTRICAL CONTRACTOR TO SIZE AND VERIFY ALL SERVICES TO UNITS AND MAIN SERVICE. 8. PROVIDE ALL NEW MATERIALS BEARING UNDERWRITER'S AND UNION LABELS, WHER APPLICABLE. 9. MINIM M WIRE SIZE SHALL BE #14 A.W.G. EXCLUDING CONTROL WIRING. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THW INSULATION. ROMEX IS ACCEPTABLE WHERE ALLOWED PER CODE. 10. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2" IN DIAMETER SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS SHALL COMPLY WITH GOVERNING CODES. 11. ALL RACEWAYS AND PIPES SPACED IN OR THRU ANY CONCRETE SLAB' SHALL BE SPACED A MINUMUM OF 3 DIAMETERS OF THE LARGEST RACEWAY. 12. PROVIDE CFI RECEPTACLE AT BATHROOMS, GARAGE, AND OUTSIDE RECEPTACLES. 13. USE GFI CIRCUIT BREAKERS ON GFl OUTLETS. 14. MAIN ELECTRICAL SERVICE TO BUILDING IS EXISTING z 0 0 W ffi ✓ W z O W z z co PROJECT rt : 1 FILE : 9305 \ELECT 1 SHEET A 7 OF 7 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 55 POUND LOADING 12 3 0111PP CHORDS .® 18" -- .. DETAIL UNLESS NOTED OTHERWISE TYPICAL TRUSS =: END —. APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 55 POUND LOADING 12 it CHORDS 3 12 S w� 18» . '' c • 1 � UNLESS NO TED OTHERWISE TYPICAL TRUSS DETAIL END C.D. INDUSTR INC. MD BRACING Is not the responsiblity of the truss fab— ricator, truss designer, nor plate rnonufaoturer. Persons erecting trusses are couttoned to seek professional ad— vice regarding erection bracing which is alrtayi required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific oppticQtions. Trusses shall be erected and fastened in a straight and plumb position. ihhere no sheathing is ap— plied directly to top chords, they shall be braced at 24' o.c. max. Where no rigid ceiling rs applied directly to bottom chords, they shall be braced at 10' -0' o.c. max. Trusses shall be handled with reasonable core during erection to prevent excessive damage or personal injury. See Engineering for connections, nailing schedules, etc NOTE: truss reactions and uplift catculQtions are provided in order for the JOB ENGINEER OF RECORD to accurately provide for connection of the roof to the supporting structure. Designers of supporting connections are SOLELY responsible for the integrity of their product. Girder Truss to Girder Truss connections which exceed the copocity of a standard hanger or truss to wall con— nections ore the responsibility of the builder. SUPPLIED HANGER CAPACITIES HANGER MAX CAPACITY UPLIFT FASTENERS FLOOR - RQof O ROLR 'Rip`s f V� ' 4x+on11 ealj SHP - 218 2717 3150 _ _ 2470 455 1415 26 -16d � 22 - 10d 4x•22 -164 3 -18d 9 - 100 MSH - 418 1975 SHP - 218 3550 3550 865 6--10d MSH -418 3235 4040 1415 012 -iOd ill/ Ilill 6 -18d 9 -10d 8 -Wald 6 -10d GHTP26HD 5208 810 6510 1115 1178 865 SK11-26 HANGERS NOT USIED ABOVE ARE SUPPUED BY BUILDER SHOP DRAWING APPROVAL THIS DRAWING iS DIE SOLE SOURCE FOR FAB- RICATiON OF TRUSSES AND VOIDS ALL PREVIOUS ARCHI TEC TURAL OR 0111ER LAYOU TS. APPROVAL OF TTTIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN OE DONE. PLEASE VERIFY TRUSS PLACEMEN T, DIREC TIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES St OVERHANGS. A 'ro`ed 13 . Dat): State of Florida Registered Engineer MAURICE A. SHASHOUA, P.E., INC. 1908 N.W. 112 Avenue Coral Springy, FL 33071 (305) /53-1988 Dato: / R/ Custom Designed Truss Co. ' (305) 786-8800 CUSTOM DESIGNED TRUSS WSTOM R: MAX SOUTH LOTA3U00130: 13 -15 E3LK MIAMI SHORES J'r. 3/18'=1' -0' . . 12 -22 -93 .: Michael Hyde ., 1 888 5' —t Qv11\1 r fl-- /o r2A c -ro rTco -HAND 100 5 l 33 AIPROVED TRUSS ANCHOR BY BUILDER 2;4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG S'ANDARD HEEL HEIGHT 51 POUND LOADING UNLESS NOTED OTHERWISE TYPICAL TRUSS END DETAIL 1 - 0 -r- -4!. ; • �.�.. .. .., _ _ n�w....v w... w.+...r+�w.. rwi - w . . �w�. .n . ._r _v r w> .r•v wr• .Y'_ 4 , .a.M� � ♦ ta, +r..�► �a. rs+a - >w e..wr. Y. ..w+ a w 'Spw•.w.r >.Y..'.M.a t _ .ate .wr!>. itMr .r� i r i '.` .". , 'w°`r.�. �rw•.s+i �.a.._.rw. w_- �..w�w+a..o Y.r>_+. v . . .. ... �+'T _ wr.w^_.^ w>M.�+_1nwFna.KwASY^� ta.•�..a•a"T.ww'4ws.w+�tat. (.•.. fSw•••ray.+r•*.ew'a �l'w ".nr MMe>! '_n.nPV�.+.�wwers.J..e!u.t.nY>. ^!t -tws }. T�'+ wn•'+. �w.. w0^ t air:: F'. w. w• At •MMw'+u�►ti^'4`�MT►.`nuwN.rw.n. EKG' „+�1oMe�x_. 1�eY�k�� ►.?v 3:•' Cae {R a►�pt4t:_ .. .,. 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' <a 4 p t.ts4.. s) - E,,ci stiu a '_ • ci! }t\ ' pt.As- ter. e.s.s s!l 10i ZX $J Jot S1S '6116'1 w 6 :. . o.. - Jw,::Ji 4‘ _ :5tsr t.tjA. /1o9• 4ts17 t)ja; t�11.G. - €�tI _ 9oot 4ttl1 f • t,1►s�s.iLl 40.E :1�tV na. '�4 -cV.�. e T rl Tr r [ F? TT '- 7 97r- r rf T t F Irt , ilf Erb r ro: S tN 4 ' % co41 CcM Sfe►os AtL `' teat: F'1,•: - ��IS11ay ........ »••- .>f a..c • ., .s...- ir,:...We. < .,x.er rq• ..... .u.-., .,..r�:a...» v +.y.. PA 1N_( )»q' . ALL EXTtirtl<2 StOC.o.: . CQ* -(S - i MA`tC toot/. At.l. a.' w00. s AL. &I art (...4 Q917 ' .3 k:: v it 4.1 C40 E 'J GGd Ai St i u 4 n t St )04 -r. e.i1;1, t, fit.]. 1 Mks L. 1 WP. E CE pA � o 104 - Igo T,1 •Y• .. r4 t A,AI sN ZS s : _ C 11,1 6 r .ixw,�...•.• r. - v' -r_a. .a ....+:..._..•.:•:. vQt w�.ww. -x x. u;,r .:i.w•....e•r....... . xa+. .a....r....'.- ;.-- ....,wn.�.:.w .c.,.r. • m a.. , . -A�n�.4Y:+..wrS•Wfa ixw .'.w- ti,.yr•k. :. v.w -e a icLMj: -•tr ♦ n...s+nr . a<1 .. wi"•. : a >.o' ✓40v - A.W..h • ■le• ••••••■ • • 7 • f 7." - ; ' , - • .; : 1 '• .i%2 • • ' ' • .10 '2- rag.. ■••■■..... • Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build. ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Mia Sh ores Village shall be complied with, whetl heein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. M R / i /l'•j� /d/ , Date 1 Owner's Name and Address_ /�''f W A j �JD r j o d le Registered Architect and /or Engineer Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. j ss MIAMI SHORES VIL.LA►Cie BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 1.) Al t ) Location an d legal description of lot to be built on: i Lot L P.4_/ ' Block- `6 Subdivision Street and Number where work is to be done ! D /-"/ N e State work to be done and purposes of buil "ng (by oors ) > Gd,x,iG'c�6�L•G t,dk<_� and for n o ther ur p pose. No. of Stories / Ce ing ./ ! L. New Building Remodeling A To be constructed of Kind f fond ion Estimated Total cost of improvements $ ( J V Amount of Permit $ y Zone cubage required Plan Cubage {� Distance to next nearest building Maximum live load to be borne by each floor o. /a %� ,,- . 043 Street 41.6 0 9 f4„ / !J U s Alf,/ / 1 l) , .9 Ca ition UfV G-- Size of Building Lot /15' . / 0 1 I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to D L✓ A/ r The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled Ceneral Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks Repairs (Signed). ee?- / -t—a —_ 1 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, u on oath deposes and,sa k that he is the of the above described construction, that s carefully read" the foregoing application, and that he did sign the same, and that all facts therein by him st t are true Permit No._ �� Date _ _ ___ C .� Read, Sworn to and Subscribed before me. Disapproved �-.. -- Date (Signed - � -_ Notary Public, State of Florida Member Member Council Approved Date Disapproved Date "'NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. Buil ing nspe or My Commission Expires PLANNING BOARD DATE Chairman Member Nlember Member A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. fICAL DR .431 IZONTAL) 1/3 SPAN 1/3 SPAN , ANCHOR TYPE RAVL -ZAMAC RAVL NAIL -IN CALK -IN ITV TAPCON r S.S. VOID LAG SCREW DIAMETER D 1/4' ❑ 1/4' MIN, • EMBEDMENT 1 1 -1/8' 1/8' 1 -1/2' STRUCTURE CONCRETE IHDLLCV OR CONCRETE B CR CCNCRRCTEK CONCRETE FFRAMING ANCHOR SCHEDULE ANCHOR TYPE RAVL -ZAMAC RAVL NAIL -IN CALK -IN ITV TAPCON RAVL LQK /BOLT SLEEVE S.S. VOID LAG SCREW DIAMETER 1/4' I 1/4' 1/4' 1/4' 1/4' MIN, • EMBEDMENT 1-1/9' I 7/8' 1 -1/8' 1/8' 1 -1/2' STRUCTURE CONCRETE IHDLLCV OR CONCRETE B CR CCNCRRCTEK CONCRETE FFRAMING CONDITION SHEAR I TENSION L SMEAR TENSION TENSION TENSION GLASS OR DCO R 4 4' 4-- 3£ 2 S MILLE TO VALL DETAIL a N 1 0 z 0 N .75' NETS. GONG RETE 1/4'10 ITV TAPC UN ANCmOR 12' 0.C. V/ 1 -1/8' MIN. EMBEDMENT - TYP. TOP 1. BOTTOM 2' x 2' CCNTD4VOUS ALUM. ANGLE N1LCV CONC BLOCK WALL MOUNT SECTION SCALE 1 1/4' • CY-1' WIDTH U)ED4ITED 12 00' CCvERAGE 13.50' STORM PANEL SCALE 1 1/4' • 0' -1' (PERP. TO PANEL SPAN) SECTION .- TTIP 'CUNT. L SIDE CLOSURE /// 1/4-20 STUD L V D4GNUT 1 6' ac. PANEL TO ANGLE DETAIL FASTENERS (SEE NOTE 1 6) SEE NOTE t 9) a CONCRETE 3 KIN. (TYP) 2' x 2' CONTINUOUS ALLM. ANGLE - TYP. TCP L BOTTOM • SEE NOTE No, 9 BELCV FOR CLOSURE STRI° DETAILS BUILDOUT MOUNT SECTION SCALE 1 1/4' •0'-1' • MIN. EASEDmENT EXCLUDES HALL FINISH OR STUCCO. 'h' HEADER SCALE e 1/4' • 0' -1' BOTTOM NOWT. 2.00' TYPICAL ELEVATION ANGLE ADO' TYP. N SCALE 1 1/4' • 0' -1' 1/4'0 RAVL LCK/BOLT SLEEVE AND-CR a 12' C.C. V/ 1-1/8' Er7EDNENT 1/4 -20 STUD L VINGNUT 1 6' O.C. TYP, TOP L BOI T STORM PANEL 7 114 sms a 12' ac. (TYP, TIP L 301TCPU 1/4'• RAVE CALK -IN a 12 OE. V/ 7/8' ENBEIMC.NT 2' x 5' x .125' CONT. ALUM. ANGLE - TYP. TOP L BOTTOM HOLLCV CONC. BLOCK } ANGLE 2.000 R .250' SCALE 1 1/4' • 0' - 1' .125' TYP. 7.00' I 2' x 2' CONT. ALLM. ANGLE CEILING /INSIDE MOUNT SECTION SCALE 8 1/4' • 0' -1' "D co m .125 (TYP) 'U' HEADER WINGNUT SCALE . HALF SIZE OPTIONAL ANGLE SCALE . 1/4' • O' -1' SCALE 1 V4' • 0' -1' 1/4'• RAVL-ZAMAC NAIL-IN e 12' OL. v/ 1-1/8' E'SE?ENT 1/4' l/4'e RAVL CALK -IN a 12' 00. V/ 7/8' EKBEJENT V00D FRAMING GLASS CR DOCR o' MIN. ANGLE TO VALL DETAIL NCTF'' 1. THIS SHUTTER SYSTEM 1S DESIGNED IN ACCORDANCE vIT4 SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7 -99 'MINIMU4 DESIGN LOADS FER BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE .050' 5182-H38 ALUMINU4*ALLOY. ALU4INUM ExTRUSIONS SHALL BE 6063-76, 4, PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL. WITH A MIN. OF ONE MARKING PER PAEL AND SHALL BE'LABELED AS FOLL0v5' 11417E ALUMINUM PRODUCTS INC. ALLu0 5YSTLAS � I1L7E C2NT APPRO. 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH .A MINIMLM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED AT OVERLAPS a 1/3 POINTS. HOWEVER, PANEL SPANS SMALLER THAN 48' MAY BE FASTENED e MIDSPAN. FASTENERS t OVERLAPS SHALL 8E I /4 -20 x 1' SIDEVALK 60.15 WITH DIE CAST ALUM. WASHERED WI NOW . 7. HATER1AL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION Or pAIERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED rTJR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202 VITH DESIGN LOADS AS FOLLOWS - POS ITIVE DESIGN LOAD 72 PSF - .NEGATIVE DESIGN LOAD 72 PSF THE DADE COUNTY CERTIFIED TESTING LABORATORY PERFORMIr4 THESE TESTS SHALL ACxNEwLEDGE THE SATISFACTORY COHPLETION OF SUCH TESTS AND VERIFY THE PRODUCTS TESTED ARE AS NOTED HEREIN. 1/4'0 G.G. LAG VP fVS 1 12' CC. V/ I -1/2' PENETP.ATION INT0 VCOD FRAMING - TYP. TIP L BOTIQN 1/4' MAX 2' x 2' CONTINUOUS ALI)4. ANGLE - TYP. TOP L BOTTOM 9, CLOSURE STRIP FOR BUILD -OJT MOUNT SHALL BE AN ANCL E OR ZEE BAR .188" OF SUFFICIENT SIZE TO FULLY COYER BOTH OPEN SIDES OF STORK PANEL INSTALLATION. CLOSURE STRIP SHALL BE ATTACHED TO WALL VITH 1/40 FASTENER a 24' 0.C. - TYPE TO BE DETERMINED FROM ANCHOR SCHEDULE. :DJ' 1169' PANEL NEED NOT BE ATTACHED TO CLOSURE STRIP: 10. A WARNING NOTE SHALL RE PERMANENTLY STAMPED IN EACH PANEL ADVISING THE HC>E OWNER OR TENANT THAT TT{ STORM PANELS 4111 NOT OFFER M.RRICANE PROTECTION uNLESS ALL REINFORCING BOLTS ARE PROPERLY 2 .990' I INSTALLED, WALL MOUNT SECTION SCALE 1 1/4' • 0' -1' 2' x 2' CONTINUOUS ALUM. ANGLE - TYP. A TOP L BOTTOM STORM PANEL 1/4 -20 STUD L VINGNUT a 6' ac. TYP. TOP L BOTTOr PANEL TO ANGLE DETAIL APPROVED AS COMPLYING WITH THE SOUTH FIOR DA BUILDING CODE DAT 4I 19 BY P' 1IUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OF CE ACCEPTANCE NO 91 - owliUs PROFESSIONAL' ENGINEER Structure! K, E FL License H PE 0010983 , 'AUCI0 date U z (n LJ 0 z N— LJ 1— J z 11 ce cO O lr) 0 4 � V 0 U Y >' .0 c (irn•Hn9 (10. ' 94 -84.2 sheet 1 no dote b descrt•tion 111 . ONE _ NOM _I MAX. PANEL LENGTH = 89' MAx. PANEL LE.NGTH 101' MAX. PANEL LENGTH 89' f COPYRIGHT LC 'AC) t.--45- 00 1_ t 9)07 e_z CX.7 Cfilk ---- VIA -•• t rA (P tt L tly 2 - ;, ■ ..\-; ) i 1 I - ' 11 1 4 7 -3:4-6-41 . 11,\Q; '2) OQ - - rlx 0 r eVI\ \,)/ - rt6 \/, I ` "N\ ; fe"../,A •• • 3 7.1> 4 e , -;4 c. e c;•c..) t 1"-) --;?. : r:U.t (.4 ism 4r Am-- i scALE: ‘14‘ I i ... o il APPROVED SY OATE : DRAWN BY REVISEO priAwaid NU 14 EtEli \ (-7f. L `• -p,•■ rs • . • . , - • • , . • ' i"1;;4::fr;:," Ge:21A17;. \ Cf.) E CS? (.410 _ t 5K.s c.r A (p) , •.. .. J .," 4) .41 13)1N - vv F LI' fg re 46/4 12 11--Vo t (7 i t f - 11, 'A 04 Ltf. r - r16- \J. / 'Vs e;-/ t4i, 10 \ r I SCALE: DATE : APPROVED BY: oRAwri Y ez,„) REVISED t--\-c\At m, a 4 iAcz4. .‘apvg DRAW NO u m Dot STEEL ROOS: ASTM A 815 ditAbE 40 MIN. CONCRETII (GUNITE) WALLS 4" THK. FLOOR 8" THK w/ 3,000 P.Q.I., PATIO 10 BE 2500 P.S.I. ALL PIPING 10 BE SCH. 40 w/ N.S.F. APPROVAL. POOL FINISH: SM. TROWELED MARBLE PLASTER. SOIL BEARING PRESSURE 1000 P,S.F, FOR HYDROS/ TIC i�T AwOVE 4' 6" OF POOL DEPTH, A D O 4.6" 10 POOL SLAB PER 12" WATER. } rna --t- -• 1 A M iN C440 HMV 'ac 41 u>t S�ucEtrm N ws1 IN vt k.+s /771 SUMP tr Poop otut r *tc. 10 R 440 o FILTER oE'rAIL d T0115°13 ?EEL i A A*1A ►IfA Mat, _. TO ^—� I �> tlV.YiWVS. NlOROStAnc o fc 1M.wEUf4N �•� .p t,"., tltcoos' ..i kJ • 12** eto as way I 't le rte t ,CV ELECT RACAL.'" PC)OL .5 CIP N ► epza37.o t4.x i7o 46 .r ,„ voLuME 79 -r 4 pl. TurNOVall RAM . M.. StAFACEAP A 51'1 _ 144. PONMElett IC34, PUMP" 61\le, TARire INL.Lirmi 4 pti. - r U► 5. 'BAKER NY 2 CA-A i ,DG4G C1PING:, t3v afiNe. rile CiRAPAAIL546lat s: MQOq taticomiu mans E t3'i eK FIi1/41191.I: 13 Q rti S ., NE.AA►? STU. . ! en,`* CulaV1JA? W 111 2° HMn DiWit♦ 64%0 MO _ i 1. guns: .NQ ' i c P%UMiet M 0 amtLos0tt . lls'hu" 13Y°71+€0 • Special. Itemt oft _ Notes • GI_EJthJ I r iG Fit-rimed 3 Liddd S 146AD 14' R iN L 42" CVAM01'82 VI 13 L6" vulr/T 14" liv1OGSST KICK_: 104 N E 100 51"i.EC -T 1 5 i4oga_S L .CAL bEIIPTLOIJ: LQ1`S 13 t 14 f LOG. 16 AMEN ELF PLAT 0 F M►IM 1 S H ORES S C G.rioi DATE: Z-Z - ).3 *EVIvoI■fs: aurd►t: I'R gtcKE.D: 37. 0 ott toil f'J/Ati SWIMMINc*i pool F4Ks Pirci MAAi 610 LWINOWDA?4 A eNaltvr..x3 ---- -t 5 L.0 A 1 N GRAIN POOL SectioN CON ST 'RUCTION CO. ZW,l W, t0 FAVrx FORT LAUara$1.0ALe. AA. •�L,t� 1 1.111 U► bull V! Y LEGAL DESCR,C PTIO1 t Lotu 13 and 14, Block according to tho plat: tho, Public: Itocordu of t 11 BLARING NOTE t• B©4 rIngu, uhown hereon axo to an at.)tiomo I Huridi3tt.•' Duo Eaut iu auuurnod to be parallel with 11,E. 100th UT, au' ahown hereon, • • 90.00' . op° 6. get - 1. 1 4 • 4 _?0.90' 1 • 1. isr I ct4 h1Alltel' Il10' • ua 111 j 1 'e. N ,V. 19.0G! PrIc11 Vr.lveway 16, "AHEI1DED PLAT OF MAUI SHORES SECTION Ilo.1 ", thereof, as recorded in Plat Book 10, Page 70 of pad© County, Florida, (79'$ /Nil Aeplia I t _ • 11.'iL?•00 1�19.t!' /� �. .,10. 00.14' .`i4 14r1d4 'tauter ua1I „/ V. VA 14 09. 9 9tep,s`. 11' each) 1. _ . 19.0,' t-- ?0. ?' Felice 0. /G'11. Felice V 00 -H h 9 t.or14 • . ?I•P0' 4 •1 / I q _J ,Cv11 '101E81 11 f1l• + rv4MtMl'a•rtMr10 t40444 rp• 46409 ul11[nC4W1W I v.. 1) tl.•rvs{Iva 0.2 Angie, roWC411 1/ .r4;. 4to•AA {0G../ F►4111 o{14rrc7 tI 011101 11 114 Iw<+I r.v-+I 14M * 444 1 wl 1)4111•N14 fl•t rrP4 MON 4 kt(13M W t+lIt411 11. 0n401/M14$. PJ'W •l INI••It1I.t•M11IStAArt.Ml4AVA110••I.I1F- 11 pow R+t11r *ow Prw.r4/ttr i W4011411t1114 f Mt/ HASA1MrI11- 1 04A1111AMDNN41 4 IWt rfl. - 1 miril OR ~11.44 11 nl r1rlrlrtl M () 4 , 411 OKt,►1111n41(4411 MMGN+r itFt QF lzirt i ► / 174;airro 4r4M t /ii /rte I /1' . 7JT1 1, '- 4t1 .5 irltoo F , , ri'n'E l�' 1► �t t 1 »114 I Io i�r; "- n` �I Y II. Et 4�' i 4 E �1�� - �.�+�� �� � �fl� ihc�:i c•.) �� I .A Q PLII111 E I4YIR014HE11 Al. F.11 + P0: tit d 11111 1 ..hill[ 1 .01111, 11.04111 11111 11 w+.4: 11 4 1 loll .11.111)) Ino.AAO ( 301) 114.1{04 44 l t v A gyp rf } t sI At` 1 ' ---4.0' c • - 11.9' 91wa1e Area 1,or I� 94.70' � . ‘10°00' 00"W. 1_ : •? - I.5 ' 19',41 1tywAy 0 8t111YRY0l'8 0E1111110AM rilIttnetrclarity! t1 LI t►II 1•R`lI 1 17.1 NA r c4' sot to Pi 1WWr DWI 10K1•4 1 44) 1/t.41 4-1 MCI11Tl 1vn N• %04 OQ Mr11 mow altrll.•. rill 1t.!pr1 tery41 1111104 IA' i► P.M It( /w•I IINAAn0 1' Al 111.151k14 If 414./1.4114 IUtt • IM U tM.O µ)e/ 141+1 M QIN WOOL f1Corwo c 1 11 1n1 1 t 1tlw►,r1.4&08t14M11 IE1lEA 1 AiSOCIAIES.VIC• �b IRO vnl 'at " 1_ !.. :, 1 1 I � r r • E Ir1 ...1._ Kf� rn� • II Iv)µ 1 A f K� � t i•0 • � 11 flIVI$I0tI9I / 11i11 ai 6tib4iriilrn rTi -• r •••• n c 4 . 10. I' 4' .0 ►• ti►••c o, 014' V- 4; 2 Lot 11 Qllitl HALE j eoPvS >s pl f to1� � LEQEIIrk tlliilb • "A --A .-{•• •v b.I VAr ►•.1 • 1 11 •11.4 r•rt •I�1 --.,IF -+'• I�i•I 7 .q4M K.cI4lI l 1 • ALA CA ...A 14• •a l••• •• •WW IY -4 M►..•4• 1.4 • •.1 Go- 4.1∎0• •A ..l. .✓•I • ••■A• f W.4 • •-•t 1CA • •-,A Pc.. If M...LA {r •rLr1A•I I r..•4 1K.4 • DPa. • I • f• • a1u v,. $11K1 • 00•44 i11.0.:•1r••L 1114. • w•ti•t'II r 0i.1 1 11.••49. tell .C4.4 CG•1•AL•4 • 1I. . Ix,. 1.4 r•.al 4.A • ••.A 0.0•4L . W• Ir <Iw I+1. •W •• M1a.A. 1 . $ w X11 r.4�c.•4a • •.K•K • 1%-4 • 1 •C• • / ,11. • µa).44 CAI rI Co Ir....rt,wl.■rr1 I 0. •ti +4• ML41 r4 •,N I •••• r.. • •••••• Alt t. • , 11 •UC W11►.•.4.4 I-/• • (+4 •' I hl • t•r ..,�•• MA .I•.••••• •,•. ...4 001 •r- ..•w14 / • • • /0.11 V 1•..4.•.. /. IA • r.'root 1 1 I , t • ,v./ W or.. .r..4, V t+••+.•u JAN 4 193 3301 V /tJo 11t4l EGS WW1 110mi11 mutt) e IAI.OP Ar1ESIW0 fEQISIEf4E0 3NIO 1101411x4 1 1 1 1 I 4 t%',::1P ( _;!AlIPAc.5ur (mini r/LE., EiV4Z- r.riVIM our IL_ 4 4;-----P 1 I • 1 OOL DESIGN PROPOSAL IT: LA CASSE POOL CONSTRUCTION 2$71 WIST IIROWARD souLevARo, FORT LAUDEROALE, FLORIDA 4 1 do ,titio a sal-l000 11- 4 t.' PI4DP0 hizi) 1.) itiOikl • """riArl" 10°' 100' • _ HOME PHONE - OFFICE OWNERS NAME P.JCK. Aponess 1 0 4 n..1 C 1 cr crry LOT IVL 14 BLOCK /6 sue. ow. AM€AJWA Polra:r_ 14.1% IV So OLA_ FOR V •' t PI ! AllAdo A ■••■• 4•01.....,•••.•*, 4,71111■•• / ASIA, e [ -21-11' 1 ;„tig .... 4r A PASz 1 14 " sdivr (e4 .$1. JOB NO. ( - 1 2 THE ITEMS USTED SELOw SHOULD 8E DISCUSSED AND CHECKED OM WHEN UNDERST000 AND AGlatD, - OWNER AND LA CASSE' REPRESENTATIVE SHOULD ROM SIGN APPROVAL BELOW. 1 nVatir 0 size or POOL & DIMENSIONS it6rtre4. s e 0 DIMENSIONS TO HOUSE a II 44,40itittir ric... 0 DIMENSIONS TO LOT LINES OEC.EC seRvrcrigmustr., ottAr uNOERG s-TePO4,RLI4 7-7 1:4 - 0 OV F.A ROU 0 0 FILTER 4 PUMP LOCATION 0 LIGHT LOCATION 0 JUNCTION BOX LOCATION 0 LIGHT $WI TCH LOCATION 0 POWER DROP? YE$ 0 NO 0 0 STAIRS LOCATION O MEANS OF ENTRY NEIGHBOR PROPERTY YES 0 NO C 0 HAUL. AWAY? YES 0 NO 0 0 PATIO FINISH 0 PATIO DIMENSIONS 0 SCREENED? YES ONO 0 0 SCPEEN DIMENSIONS 0 %FAUN TO LOT LINE 0 Fetket YES O NO 0 0 exts FENCE HEIGHT FENCE DIMENSIONS . 0 PLANTERS IN PATIO? PLUMBiNG PIPING LOCATION SURFACE SKIMME,,R LOCATION FtS & GR YES C,I NO J 0 LADOE.R? YES 0 NO 0 0 LADDER LOCATION SWIM our Yes 0 NO 0 0 HAND RAIL? YES 0 NO 0 °CI TYEL P 1 17 A8 IN ° F NS Q L7 SANO 0 ROCK 0 OTHER fl 0 RESIDENTIAL? •■••••••••••. • ••• 1•■••••■• PLA Ai r e te__/1 0 DIRECTIONAL ARROW INDICATING NORTH SEWERAGE 0 SEPTIC TANK LOCATION 1 0 SEWER PIPING 1 APPROVAL SIGNATURES: OWNER LAMEWRESENTATWE ...0111.10.11110 suRvey 0 SPRI NKLERS? 0 TREES SHRUBS 0 0 HEATED? OIL 0 GAS 0 ELEC. 0 0 FILTER ROOM LOCATION 0 DRAIN TO? eic_.147/ DATE C..0 Ili a POOL DESIGN PROPOSAL EY: • at/in/lour nEr / .� ( ( " C . � _ ` t 11�. -- cIwrrlc- �l�r�= LA OASSEPOOL CONSTRUCTION 2177 WEST 6ROMAR) BOULlVARO, FORT LAUDERDALE, FLORIDA PHONE 5871000 PHONE - Hors F OR i fCi l MA M OWNERS NAME . AOOAEss 1 0 4 1..1 G 106 S' t - f" CITY LOT BLOCK SU ON 6)43- M kib lJ '1 Icr,.1 T o f � C_ ' ► I LINO IL. Yk.i SSB.!i..e. "L'' ',POUT" MArn. ()RAW I'/2 s P c r rtia.ad i'oQC... IZeCU e..0 2" Sig.r ttkpi . Lr L. 2_2 - 93 /VI AM) c rill 1 E`- .E. ea„,,A tc. JO0 NO. / _) ' 2._ THE ITEMS LISTED BELOW SHOULD 8E DISCUSSED AND CHECKED OFF. WHEN UNDERSTOOD AND AGREED, - OWNER AND LA GASSE' REPRESENT/JIVE SHOULD BOTH SIGN APPROVAL BELOW. DJEFA /!__S 0 COMMERCIAL 0 RESIDENTIAL 0 DIRECTIONAL ARROW INDICATING NORTH SEWERAGE 0 SEPTIC TANK LOCATION ? 0 SEWER p1 PING 7 [ SIZE OR Pool.* DIMENSIONS 0 DIMENSIONS TO HOUSE 0 DIMENSIONS TO LOT LINES 0 ELEC. SERVICE TO HOUSE 0 DIMENSIONS TO POWER LINE 0 OVERHEAD 0 UNDERGROUND 0 FILTER & PUMP LOCATION C] LIGHT LOCATION 0 JUNCTION DOx LOCATION 0 LIGHT $WI TCH LOCATION { POWER DROP? YES Q No 0 STAIRS LOCATION 0 MEANS OF ENTRY 0 NEIGHOOR PROPERTY YES 0 NO 0 0 HAUL AWAY? YES Q NO PATIO FINISH 0 PATIO DIMENSIONS _SCREENEO? YES 0 NO 0 CRE. V OIMONSIONS 0 SCREEN TO LOT LINE 6 -. E(1$T GN7 PENCE .OI MENSI QN$ 1:PLANTERS IN` PATiO1 PLUMBING PI Pi Nc3 LOCATION aim** KII i Qf 411 Qt4 0 As 0t qt YE$ NO, YEs• r 0 LAQ.04,0 k.oe,,ATIa . twiq <a es 0 HANU:NAIL? Yet . 1,1140. 0 EL VATIOt' D,TYPEOa SOIL? pit; 114 0 SANE) 0 'ROCK 0 UIME SUF viSl . PRtNKL i TRtE$ > sHRU $ HP..ATE b? OIL OAS 0 Ei c 0 KILTER ROOM LOCATION 0004 TO? APPROVAL SIGNATURES& I Tl_ oA • 7- 77.77= 1 -7- 7 7;77 a SKETCH OF SURVEY riot t tvnYIY: pp() Ferice 0• ?G'N, (1 V,I: P FQAnED Foa R f / a rrlact ; /01 N. S. /00 9 Miam Shorts, C'( L 11' K & ASOCIATES :1Nc• C D ENGINEERS N Q S L T I � ' 4 .- ii3e IAN. PLANNERS - ENVIRONHENTAL F.SI PO. 100 1.w, 11014It.,wit& 4O MIAMI' 11.04I10 11110 114.41 1 11011 111.1111 II AOWAP11 13011 114.1111 6 i t IC-/F 11. tlKA IPI,rMD.C.51, REVISIONS DATE! JOB 00[A1 I L ? e O.• :179.' OLOGH I G 1 BEARING NOTE: Bearings, shown hereon are to an assumed Meridian. Duo East is rto be parallel with N.E. 100th ST. as shown hereon. LEGAL DESCRIPTION s , Lors and 14, Block accokding to the plat the, Public Records of .• • 90.00 11. 90' ?0.70' I j , t• N. U.10'00'00 "t?, 139,75' W a l l 0.09'ts• 19.06! 1 10' tsr-Ic14 • Planter al 9tepe \ (1' each) ?,/• 11rie44 ?0.09' 1t• ?0.0 13r'Ic{4 ''lather 16. "AMENDED PLAT OF MIAMI SHORES SECTION No.1 ", thereof, as recorded in Plat Book 10, Page 70 of Dade County, Florida. 9.01' tllQTESt .. . 1) It[ti•M .4 M {M Pc 4.01 M/t1110114 KAh0114, DtcomO YtAne DArM (M,/ V.D.► 11 n• Pr's. 1‘ .41 w,o• Iq AT1t VT 10 *J CAtE ?001$6' A+AA01 POlfAA1101,1 rv44.111 On *twit 11 M Ti01. .1 1141X40.11.O.A4 .4P*O.1 NA4 NOT 111N A•1T•..C1101Y TIM P•`M r401, A0•40 WtTIM OP IA WAIT 1Y. On*A PAA141 p,P 1 M 1AAI1.4'1 /, M0P111-0f-ti1AY$, A1rRASATtiON•, • 1 i1•i MrrtY #A4 ?ft/v*0 POq AV.0 CAM/4010 nN l• AIM AH00041 P II IrA16AMID I11MON A.40 401 T PW+•01K II C•A AuaNAMf. ttt$ AM 1141• t WKS, 141 /Y Mil h'1{ 641 141 t t:M.Of1tp9 YA •.O/ 1,, Q (79'it /W ) 00�f 1 :/�. 11' Aephel+ N :X10 ° �0.'00 "� �O 7 01: lck 11.40' 4.5'x?,?' \ o 17:: 17. GD' . • Co e,' • , I Wood f=ence t y 9.90 °00' 00 1)j.. ' 09.79 ,AIleyway r0 -_ Aephe 1 t 04. G3 1 19,5' Swale Area 11.10' ?' x O01CAIPTIQN: ?0.9/' Lot I, 94.70' assumed - � t1 I . o j/ rAl� ?' Lot 1? 8URVFSYOR'$ CERTIFICATE' wI Hinter CERTIFY: MAT n•1 CAA/ I1 i11v1 Ah7 00ln1C1 10 n+♦ 1111 Ca 0111 Y4.OW dOGI A1q ML41 Af Metottt1 VflYt11D r/40 DlV WN VHDCA OVA C1 1CTYO.I, M•0 nut 1141 WntY 1.111 n4 1,.+t'.N4 11 ITM,ON107• A! 14! d'J LY414_1140Q A 11.111 •• PO Of 1.14.0 al•lvl YOr1. N CHAP 1V1 I IIP1 fIMUOA A�a+ Afl I M r1 0004. ?Vellum, Id .• .) 7.oa 1,Pt C4,1TATV11 ^' LEITER & ASS�OCIA11ES, 134. ./ DA.., tl 1''1? rnes+c4nr,Pt.liiiraCTIIVnYIT0e1 rX•11.11AII OP ft .round iron 71pe 0. 1'9. 0. 1'V. 1 0.1' AA Met ,1A.. IrA 1• 00•.1 C A 1 Vll ..A .1. ee MA C1J. poured ac... Iron Pipe a.tll 0. 1 e . SAY. LEGEN0c -) • Ilr.vlT. ,I • W *P M1•� •C /LLLLL3r L . 1.Y OKtH • L t • Clog mu l, -A.- v.- •OvA 1P.1rMCt • CIS • ILA/ A rtt - . 44. ^.00 - •• • Mo+vf ••OVA !CUM 114 • Pt1A 01110•A Fo' 04 LL•.► • AAP 1L.• M 110••• • M 001P"110r4/1 WPM Aar•lL SCALE :1' -2Q opo s 1> 4.0.01 .•.0.'✓4•3 Darn Mc•..OI • Cwtl+a .. NOWA& • 004•0411. •CA101 VM • 00Ka111 1.1)C11 ••L •00.4'4'I 1 1 . . 0 4 ( I PTv00a1 . 0o.a•,t .4 r, 00.. r..ot t, • o '_ u•t ra.rt l • Pa - . . .•.,c no. • L•, , rL4rf. • ••• OO+MY •00••04. ••P(r'C PO( • Q<Y•rU.I • 4 •Q • I. • Pl.Or.'0A ••• 10. IIWNGR1 A 1.o.1 • Phw 4,0 HO0.1 • AN orr ..,.... • 0�. 0 Pct r. • 1,0•!..10 1.A.a1a • • KM 114 • 1...•0.L • 1AAg/11 rat . 10•41 CSI N•••• rA.O.' • 10.c1 OI COLA4,.co..Prr. PA • PiA1 P00t P • 1 P.1 . P0•rr CO 0 ►0..r 01 r.•..�K • a0. •10 - 10• DarwC aifwJVl PAC. • nod 04 ? Ve4 pewAN.4 PA • ••••41 •1rV•4.04 •-•401 ri • P• • r.r.cnt, . tiro 111 W $•04 W•a•q •tiu,1V1 Witt JAN 14 41B3 NOT WJJO UIVLEGS QMI O 1$ED WITH RAISED EEALOP ATIES11N4 flEQISiVIED LAM) SUf1VE't011 SIIEE T 1 Rr 1 SITE PLAN 30.0' 0= 90'.06' R = 25.00' A = 39.32' DRNENAY 20.19' L II L 1 -1 1 J 1 V j ----1 I 1 I I 1 SEPTIC TAhK _ I I 1 AND 500 SF. 1 J I I I I DRAINAGE FIELD L_,_J WALK PROPOSED - : Li:; ADDITION s hiiN 1%8' PER 1' SLOPE N. E. 100th ST. EXISTING HOUSE ALLEYWAY 80.70' N 90' 00' 00" E LOTS 13 ANO 14, BLOCK 16 'A1 NDED PLAT or !AIA.1MI SHORES SECTION No. 1' ACCORDING TO THE PLAT THEREOF, AS RECORDED iN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA PROPOSED ADDITION nE,pT. OF ' riANACE'� . . :: �URCES c� DADE cowl' f MEl<RQp01.1. A , KCAL ENVIRONS 14I.1 FA�I V ED t' = 10.0' f PROJECT rt : 1 FILE : 9305 \SITE • I. • • A • 3 -, • : � t'\ ;• l j l/J 6Lt7 et.e 4• ° A - 61V) FOUNDATION PLAN ► r 1- k 16' -d • tj_ l GOIJG. r-t"l.1. 2). d ratJ>z-(4, cciJL. Gol.. 0/24 r ¥ 44, TTE' Ar 01 8' CMU BLOCK WALL ANO STE14 WALL 4' CONC SLAB FLUSH WITH EXISTING 13' -6' CONC BEAD I,1 -t /2 u 0 ,116 6 1 ai a o•ci , t • 1 r 'I S -2' •�- ► - // , A 0 )1 } I :_. _: a. 6' -8' R.1 . L FROM ROOF 13'-6' II . 1 ft tHr 0 u 1v. GoV • 1 � � vela; > . if At JO c"' 6' -id 9=- vim.) GG•• /`i p \APT". 4 ;' -3 I - -- - 1L I) II 1 4oJ 0 . co0Je:. r-1- L l Lx 201;5 bat"• Get'. EXISTING Ge4e iv( r-1 _ 4J -. I-J 4 ? '1pf, 4.- ' j i - tt15y - r I o. FOUNDATION NOTES 1. FLOOR SLAB SHALL BE 4 THICK POURED CONCRETE SLAB WITH 6 X 6 10/10 WWF, ON 4 MIL VISQUEEN VAPOR BARRIER. ON WELL - TAMPED SAND FILL 2. CONCRETE SHALL CONFORM TO AC! 301 AND SHALL HAVE 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5 . J,f ANT • PLUMBING RISER PLUMBING NOTES: 1. COMPLY w1TH STANDARD MECHANICAL COOS ANO All OTHER LOCAL CODES IN EFFECT. 2. COOROINATE WORK OF THIS TRACE WITH ALL OTHER TRADES. 3. PRINCE A MINIMUM PITCH OF 1/8' AT ALL HORIZONTAL BRANCHES AND SEWER ONES. 4. PROVO( A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIOE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROHOE SAFE WASTE FOR AIR CONOIT1ONING UNIT CONDENSATE w/ TRAP 7. PROMO( AIR CHAMBERS FOR ALL WATER SUPPUES FEEDING FIXTURES. 8. PRINCE VACUUM BREAKER AND SHUT -OFF VALVE ON AU. HOSE 8IOGS. 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT 8E LOCATED DIRECTLY BENEATH ANY DOOR. w1NOOw. OR OTHER VENTILATING OPENING CF THE BUILDING OR OF AN ADJACENT 8UIt.O NO. NOR SHALL ANY SUCH OPENING T S A AT LEAST TWO (2) , HORIZONTALLY 01 T1 E TOP OF SUCH OPENING. SCALE 1/4' = 1' - � \ j I " :;': ' 1 L o HL ' 1 ►:-' -' .— - mil.ria.►,s.►L 11 - -- ,_..� —�- � -- —_ —,�, , _.- I . I , / ... • - - - �{ • __'.►_V _ _ _.-- — A 1 11 l •.;. 1 day p �! ' L' ,4 /4-4*, pr 4. if ITV; all al.. .1\ e . ' M ,9.11 , ,, . - - -- -- -- -- -- - --- - - - -- - { ,.... , \„(::::.\\ \\\,.., , \ \\\ \ \ ,.___ _ 1., co 4' CONC SLAB \ \ t , FLUSH WITH EXISTING \`' • \ \\ • 1 ? J BLOCK 'WALL . 1., [ 8' CMU AND STEM WALL 24' x 24' 4CRAWISPACE . CMU STEM WAIL 1 \ 8' CIA/ STEM WALL ,,,, ,,, . 1' - 4 ' ACCESS � \ 4 n • I ' � \ , \ , • . . . , . „ , . . _ . 1 pip 1,,, II CR O SPACE 1 ., .._ • • , .., _ , . . . _ . . _ . , . \ ,� 1 , ' • ` ' . . , - , > • I. • • A • 3 -, • : � t'\ ;• l j l/J 6Lt7 et.e 4• ° A - 61V) FOUNDATION PLAN ► r 1- k 16' -d • tj_ l GOIJG. r-t"l.1. 2). d ratJ>z-(4, cciJL. Gol.. 0/24 r ¥ 44, TTE' Ar 01 8' CMU BLOCK WALL ANO STE14 WALL 4' CONC SLAB FLUSH WITH EXISTING 13' -6' CONC BEAD I,1 -t /2 u 0 ,116 6 1 ai a o•ci , t • 1 r 'I S -2' •�- ► - // , A 0 )1 } I :_. _: a. 6' -8' R.1 . L FROM ROOF 13'-6' II . 1 ft tHr 0 u 1v. GoV • 1 � � vela; > . if At JO c"' 6' -id 9=- vim.) GG•• /`i p \APT". 4 ;' -3 I - -- - 1L I) II 1 4oJ 0 . co0Je:. r-1- L l Lx 201;5 bat"• Get'. EXISTING Ge4e iv( r-1 _ 4J -. I-J 4 ? '1pf, 4.- ' j i - tt15y - r I o. FOUNDATION NOTES 1. FLOOR SLAB SHALL BE 4 THICK POURED CONCRETE SLAB WITH 6 X 6 10/10 WWF, ON 4 MIL VISQUEEN VAPOR BARRIER. ON WELL - TAMPED SAND FILL 2. CONCRETE SHALL CONFORM TO AC! 301 AND SHALL HAVE 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5 . J,f ANT • PLUMBING RISER PLUMBING NOTES: 1. COMPLY w1TH STANDARD MECHANICAL COOS ANO All OTHER LOCAL CODES IN EFFECT. 2. COOROINATE WORK OF THIS TRACE WITH ALL OTHER TRADES. 3. PRINCE A MINIMUM PITCH OF 1/8' AT ALL HORIZONTAL BRANCHES AND SEWER ONES. 4. PROVO( A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIOE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROHOE SAFE WASTE FOR AIR CONOIT1ONING UNIT CONDENSATE w/ TRAP 7. PROMO( AIR CHAMBERS FOR ALL WATER SUPPUES FEEDING FIXTURES. 8. PRINCE VACUUM BREAKER AND SHUT -OFF VALVE ON AU. HOSE 8IOGS. 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT 8E LOCATED DIRECTLY BENEATH ANY DOOR. w1NOOw. OR OTHER VENTILATING OPENING CF THE BUILDING OR OF AN ADJACENT 8UIt.O NO. NOR SHALL ANY SUCH OPENING T S A AT LEAST TWO (2) , HORIZONTALLY 01 T1 E TOP OF SUCH OPENING. SCALE 1/4' = 1' - FLOOR PLAN 8' xg'- GLASS BLOCK SEE ELEV NEW 8" C'1U WALL 11 1 6 -0 x 6 -8 NE'N STUD WALL BrFOLD DOOR EXISTING C1U WALL ALIGN INTERIOR STUD WALL 'NTH CORNER OF CMU BLOCK WALL MASTER BEDROOM BEDROOM PR. 3 -0 x 5 -0 DOUBLE HUNG WINDOWS 2 -6 x 6 -8 DOOR SITTING ROOM CUT 3' -6' x 6' -8' OPENING IN EXISTING WALL REMOVE EXISTING WINDOW AND INSTALL PR. 2 -6 x 6 -8 DOOR EXISTING WALL NEW WALL Da REMOVE EXISTING WINDOW MO ENLARGE OPENING AIR HANDLER CLOSET REMOVE EXISTING WINDOW AND INSTALL 2 -4 x 6 -8 fit. EXISTING BEDROOM EXISTING DOOR REMOVE EXISTING WINDOW AND INSTALL 2 -6 x 6 -8 DOOR REMOVE EXISTING BATH ROOM EXISTING DOOR EXISTING HOUSE CONC. BLOCK --- �10E x VA'ti.o. GA. . STL. MAP 1//44 - 161 1 TO 1R SS V/4 - 16d GALV. STL NAILS EACH ANCHOR 4 N STUDS TO PLATE V/2 -20 8d (3 EA. MENDER) GALV. STL. NAILS Va' J -D0.T3 (6'• VALLS ONLY) OR va' APPROVED EXPANSION TYPE ANCtt9 BOLTS 3 1/2' M1}L VIED V/ 3 x 3 x 1/4 StL. VASHER1 24 ROI4 CA S IDE OF DOQRVAf _._. 2 x ' $l sTUOS a NOTE' CONTRACTOR /BUILDER TO VERIFY EXISTING AS BUILT CONDITIONS. IF A DISCREPANCY EXISTS BETWEEN EXISTING FIELD CONDITIONS, DIMMENSIONS, ETC. (AS PER ORIGINAL ARCHITECTURAL PLANS) AND NEW ADDITION PLANS, NOTIFY ARCHITECT AND OWNER IMMEDIATELY. CONSTRUCTION SHOULD NOT COMMENCE UNTIL ALL DISCREPANCIES ARE EVALUATED AND RECTIFIED. • II. T. S. PROVIDE 1 1RES TOPS BETVEEN STUDS - 2 RCVS 1 40' MC. TYPICAL 16' O.C. 1/4' = 1' -0' `PROJECT u: (F1LE : 9305 \CORE2 1: 6' CMU BLOCK 1 1 8' CMU BLOCK CMU BLOCK 8' CMU BLOCK 1 1 1 12 12 12 12 12 12 12 1o' -r PIGGY BACK FRAMING a TRUSS PROFILES I 16' -0' 21' -2' 21 -2' 21' -2' 21' -2' 21'-2' 21'-2" 2V -2' 8' CMU BLOCK 8" C1AU BLOCK CMU BLOCK I �� Allr � r 1_ I � 5' -2' 1v-7a J 2 1' -2' $ CMU BLOCK PIGGY BACK FRAMING EXISTING FRAMING S' -6 9/16' 3' -6 9/16' SCALE 1/4' = 1' -0' • HIP GIRDER TRUSS HIP JACKS NOTE FIELD VERFIY TRUSS DIMENSIONS `X!Z �'AK� e3x 1G .�3t -1• ��L'y �B • �✓ ' T �i'°p 2 14: 1 1-Tlt7 , & OAT: 1 J► F • 1 . 1. ? lip' - 1114 - : ROOF FRAMING PLAN X 1 1 1 1 1 16' -0' 21' -2' • • -f ,.. i i *.. ,/ /, / / / '� fh 5' -2' 4 11 11 1, 11 1 1 I, 11 I , 11 . NOTE ME TRUSS LAYOUT SHOWN ON 1NI3 SHEET IS SCHEMATIC IN NATURE. HQV+ 'EVEA, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN \ILL CLOSELY PARALLEL FINAL TRUSS OESIGNER'S LAYOUT. THIS TRAMINO SCHEME (DIRECTION OF TRUSSES. MAJOR G.11, BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCIU(AL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGNS MUST BE SUBMITTED TO TTl1$: OFFICE FOR REVIEW AS PER GENERA!. NOTES. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS A3 PATE T ` OF Ile DESIGN. • GI�1G{Gt;'r NOTE; ARCHITECTURAL ROOF PLAN • FOR BEARING LOCATION & SUGGESTED TRUSS PROFILES ONLY (REFER TO ENO. TRUSS NANUF. ORAYANGS FOR ACTUAL TRUSS OESIGNS.) DROPPED TIE BEAM CONDITION DROP lie BEAM AT AU. 000RS do WINDOWS TO HEADER HEIGHT — ADO (2)0 TO BOTTOM IF DROP EXCEEDS 8' (MAX. ALLOWABLE DROP 241 TYPICAL, 11E BEAM, 8' X 12" CONC. BE BEAM W /(2) S TOP do (2)O BOTTOM (UNLESS NOTED OTHERWISE) HATCHING DENOTES FLAT SOFFIT GUTTER ROOF DRAIN FIAT ROOF SLOPE TO ROOF DRAIN , 1 .l T EXISTING ROOF LINE SCALE 1/4' = 1' -0' 1/2"0x6' ANCHOR BOLTS AT 24' o.c. SOLID GROUT EXISTING WALL CELLS AT ANCHOR BOLTS EXISTING BLOCK WALL EXISTING FLOOR EXISTING 12' CMU 8CKCK STEM WALL 8" CMU BLOCK WALL (1) No. 5 T 6c8 WITH No. 3 BOX TIES AT16'o.c. 6' THK CONC SLAB 2 x 4 FORMING 3/4" PLYWOOD (2) No. 5 REBARS 3/4" PLYWOOD 2 x 4 FORMING EXISTING FOOTING CRAWL SPACE \ \/ / `� /� No. 4 REBARS AT 16" o.c. E.'N. (1) No. 4 AT BEND ALT. BENDS (1) No. 4 REBAR AT TOP COURSE 8' CMU BLOCK No. 4 REBARS AT 16" o.c. ALT. BENDS (2) No. 5 REBARS ; ,sue 2 x 4 STUDS AT 16' o.c. STUCCO ON PAPER BACKED MTL. LATH OVER 1/2" COX PLYWOOD No. 4 REBARS AT 16' o.c. (1) No. 4 REBAR AT EDGE (1) No. 4 REBAR AT TOP COURSE 4' THK EXTERIOR SLAB F.F. = No. 4 REBARS VERT. AT 16" o.c. 8" CMU BLOCK SOLID GROUT ALL CELLS WITH STEEL (2) No. 5 REBARS ATL BEND EACH REBAR 1/2' EXPANSION JIOiNT 4" CONC 'SLAB — TYPICAL SLAB AT EXISTING WALL PREFAB WOOD TRUSS 1 1/8" WIDE x 16ga. CALV. S11_ STRAP EMBED INTO CONC NAIL (3) 16d NAILS EACH TRUSS CALV TRUSS SET EACH TRUSS T.O.B. A.F.F. 8 x 12 CONC BOND BEM WITH (4) No. 5 REBARS 8" CMU BLOCK SOLID GROUT ALL CELLS WITH STEEL EXISTING 8" CUM BLOCK WALL EXISTING FLOOR EXISTING 12' CMU BLOCK STEM WALL EXISTING FOOTING 1/2" EXPANSION JOINT 4' CONC SLAB STUCCO ON 8' — CMU BLOCK PREFAB W000 TRUSSES AT 24' o.c. 5/8" CDX PLYWOOD 1/2" GYPSU"J WALLBOARD ON 1 x 2 P.T. FURRING AT 24' o.c. ?- -- FOR INSULATION SEE ENERGY CODE CALCS. �- 4" CONC SLAB TYPICAL WALL AND FOOTING BATT INSULATION SEE ENERGY CODE CALCS. 5/8" GYPSUM WALLBOARD ->\`\\\\‘`\\\\\\\\\\\\\\`\\\\\\\\`\\\\\\\‘`\\\\ • 8" CMU BLOCK SOW GROUT ALL CELLS WITH STEEL F.F. = 0' - 0' FINISH GRADE ALT. BENDS (2) No. 5 REBARS F.F. =O' - SCALE 1/4" = 1' -0" I PROJECT #: 1 FILE : 9305 \SEC1 SCALE 1' = 1' -O' TYPICAL BOND BEAM SCALE 1' = 1' -0" SECTION [!J CRAWL SPACE