Loading...
PLANSMIAMI SHORES VILLAGE PLANNING & ZONING SEPTEMBER 18, 1997 The regular meeting of the Planning & Zoning Board was held on Thursday, September 18, 1997 in the Chamber of the Village Hall commencing at 7:30 P.M. The meeting was called to order with the following members present: Present: Cliff Walters, Chairman Robert Blum Thomas J. Caldwell Frank Hegedus Les Forney Also Present: Mark Ulmer, Village Attorney Ross Prieto Lisa Kroboth ITEM # 1 MINUTES OF AUGUST 14, 1997 Mr. Forney moved that the minutes of August 14, 1997 be approved as submitted. Mr. Hegedus seconded the motion and the vote was unanimous in favor. ITEM # 2 REQUEST FOR APPROVAL TO APPEAL THE BUILDING OFFICIAL'S DETERMINATION OF REFERENCE FINISH GRADE Dick and Betsy Blum 1430 NE 101 Street As Mr. Robert Blum is the contractor for the applicant, he stepped down from the dais to present this case to the Board. Mr. Prieto explained that the perimeter wall is currently being constructed and the Building Official has determined that the five foot height of the wall should be measured from the lowest adjacent point of grade. Mr. Robert Blum presented his appeal of the Building Official's determination of reference by stating that there is a maximum fence height of 5 feet in the side yard. However, a minimum height of 4 feet is required if a swimming pool is located on the property. By taking the measurement from the lowest adjacent grade, the height differential can vary for the length of the wall. Invariably, the measurement should be taken from a consistent point of reference, the Blum property, where as adjacent grades have inconsistencies. Mr. Blum noted that the house is currently the only one in Miami Shores Village to be built for post Hurricane Andrew FEMA regulations. Mr. Blum presented the Board with photographs of the properties in question and the wall construction. Mr. Walters inquired as to the reference used by the Building Department in determining the reference of measurement. Mr. Prieto stated that this has been historically determined on a job-by-job basis, but generally, the measurement was taken from the lowest adjacent point of grade. Mr. Ulmer arrived at this time. • Planning & Zoning September 18, 1997 Page 2 Mr. Ulmer stated that there is a question of interpretation insofar as logically, the measurement should be taken from the side of the property owner requesting the fence. Mr. Ulmer noted that the relevant provisions regarding this item are Section 517 and 518. Mr. Forney expressed his concerns of the fence height (including the artificial change to the grade due to the FEMA regulations) and asked that consideration be given to both the Blum's and the neighbors side of the fence. Mr. George Burch, a neighbor to the property in question, was present to express his concerns regarding the proposed fence height as well as the storm water regulations. He stated that the property had been built up, artificially elevated to meet FEMA requirements for the first floor of the house. The grade of the land for the adjacent properties is level with the sea wall, but the height of the wall measured from the Burch property is 7 feet. Mr. Burch stated that the storm waters drain into the septic tank area on his property. Mr. Forney maintained that the regulations are in place to help neighbors and ensure harmony in the community. He stated that the wall height should be measured from the outside where it will be viewed most often. The 4 foot fence height requirement for pools is to keep people from coming onto the property. Mr. Forney observed that the Board must uphold the intent of the Code rather than an individual's perception of what is intended. Mr. Dick Blum spoke on his own behalf. He stated that the grade alteration was due to FEMA regulations. The Code allows for a 5 foot fence and as such Mr. Dick Blum stated that he simply wants that to which he is entitled to allow for some privacy. Mr. Walters noted that the fill criteria should be evaluated as there will be more such cases in the future. Discussion regarding the Building Department's measurement of the wall ensued. Mr. Prieto stated that the basis for measurement as precedented was from the lowest point of grade as not cause undo hardship on either property. Mr. Forney remarked that FEMA regulations may dictate the measurement to be taken in a different manner. Mr. Caldwell noted that the minimum requirements must be met for safety. Mr. Forney moved that the Board grant the appeal of the Building Official's ruling and direct that the measurement be made from the legally required grade measured from the interior of the property with the fence height not to exceed 5 feet. Mr. Caldwell seconded the motion. The vote was unanimous. ITEM #3 REQUEST FOR APPROVAL OF VARIANCE TO SIDE YARD SETBACKS FOR SWIMMING POOL AND DECK Scott Durban 269 NE 100 Street Mr. Ulmer clarified that the swimming pool complies with the minimum ten foot setback for pools as determined at the last Board meeting. It can therefore be built as shown in the submitted drawings. The only issue with this application is the proposed deck to be constructed within the setback. Historically, the Building Department has determined that any construction within the setback is prohibited. Paved areas built within the side setback may become enclosed, thus making the main building within the setback area. 91iumi J�iores F L 0 R 1 D A PLANNING BOARD AGENDA OF September 18, 1997 ITEM NO 2 Name of Owner /Applicant Dick and Betsy Blum Phone No. Name of Architect/Contractor Blum Building Contractors, Inc. Phone No. 756 - 9321 Address of Property, and/or Legal Description 1430 N.E. 101 Street NatureofRequest Appeal of Building.Official ?s determination of reference finish grade. Present Zoning R - 35 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change Building Official has determined that the existing grade of the adjoining property is the reference point for establishing the 5 foot height of the wall under construction. Council Action Required Planning Board Action Council Action Director of Building and Zoning Blum Building Contractors, Inc. 275 Northeast 92nd Street Miami Shores, Florida 33138 State Certified Building Contractors CBC 057429 (305)756 -9321 (fax) 751 -1546 Planning and Zoning Board Members CIO Mr. Frank Lubien Miami Shores Building Director 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Members of the board and Mr. Lubien, August 21, 1997 On behalf of my parents, Dick and Betsy Blum of 1430 Northeast 101 Street, I am appealing Mr. Lubien's decision regarding measurement of wall height. Section 518 of the Miami Shores Building Code stipulates that a maximum of a 5 foot wall is permitted in the side or rear yard. Section 517 of the same code places a requirement of at least a 4 foot fence (or wall) for residences with swimming pools. The property in question and the neighbors on either side all have swimming pools. The code is silent on from where the measurement is taken to determine the wall height. Historically, Mr. Lubien has measured the maximum of 5 feet from the lowest adjacent grade to the wall, no matter on which property the lowest grade is found. This method of measurement seems to give an advantage to the property owner with the lowest adjacent grade level, regardless of how that level was achieved . As for Section 517, a 4 foot minimum fence is required. If the measurement of the applicants 5 foot wall is taken from the lowest adjacent point (the east side of the wall) it is doubtful that those on the west side will be in compliance with the code. It does not seem right that a measurement would be taken from one location for a minimum measurement and a different location for a maximum. I believe that residents who wish to have a 5 foot fence, which is permitted in our code, should be entitled to have the fence measured from their side as long as the grade isn't artificially altered to their advantage. Section 517 also provides the Planning and Zoning Board the discretion to approve a wall or fence in a particular case. The applicant's property is peculiar and unusual in that it is the only property in Miami Shores built to " post - Andrew" FEMA regulations. As such, the house was constructed with a first floor elevation of 12.3 feet above sea level. To offer a comparison, the house that was removed from the property had a floor elevation of just over 7 feet. As you will see from photographs, this house had to be built higher to conform with the relatively new criteria. The grade had to be built up somewhat to be harmonious with the house. The pool had to be constructed on a grade considerably lower than the living space level of the house. The pool deck then, is separate from the house as opposed to one patio /pool deck. A 9 -step stairway joins the pool deck to the patio deck which abuts the house living space level. This can be seen in the photographs. Even if this request is approved, the top of the wall will still be lower than the patio deck. I regret that I will not be able to attend the Planning and Zoning Board meeting to present this application. My father will be there to answer any questions you may have. Your attention in this matter is appreciated. LOWEST FINISHED FLOOR ELEVATION (Including basement) DISTRICT HFH GFH OTHER REQUIRED Jo ' PROPOSED ht.' kalif INAPPROPRIATE DISTRICTS Za OE /0' d•00:, _ ■111P111111111/110"° 4 ee 21z- I QC-7 cv CohLC ,415o•V eaufr..irr, .. 141,1 ricc;f10 L...4419•5e-KE -d.freA -= 1 c.e.•= rie :.Z .. • A 0 L t AAwC ts ' S P4 . .# Q.', : A•et ... Z•- .l 0.;: '..J4..' ea.k. t "s N - Tit "t 1! I . . t' Nu -, . t ry -... • . i Z0 Cft• t> A\ W. a.PA44%.L. lv 1 s'�+7 - E ..A tQLti � r� L TTL,E / vEte, /Y ?deinY. C< r C 1',Zo 79 F?' S ' / ; , i,1.7/ U /1 f 4 Pfd 7 ?4 r/ cRBr ,- 3 tfA10 " rocS . RW11LIWG SECT/0 OPNa(IENTA L C AP GENERAL "PLfIN Fes 11' N4+, /b /sr, 4 1/1-141 t / , NERa Doc1NC ' a 30-si op6 A/c/r5 , (;vH 5/ Eta /1U(eg(c ve , ■ /- ,�? °/ r /) \( \ \. /cr7 //- // /7 f' l;2z / r / 7 // /7- • G re. / c //. / 1/ /eC Avrr1 / 1► P' \ i'P 4- r .5 / �/ 4 .� = - - 6 L , 1_ICJi f r'(/ / � (2.". 'l (7, 7c /7r'r� T / /J /9 /J 1 1iZL2T( t � o/7d ',/ 1 //.. ° � /ir/r fo al i t '1' DUJrie • y, bb r :. i 4..4.1.4"3 v w+ls tf +2 Villa s. The Archive:t xna build4r are airp of all building regetttaanm wheRIT 4 _�. and reef ti of A .,,, ��,�+ �,l� eloetrical wirier be .staseakd before r ctioe. ci PIPING JOB NO. 57`? / X / r SIZE p2' WASTE DISPOSAL M t a.rn i INLET(S) -- - ? DECKS= 2C <..�' DASH OR OVERPOUR n cK N FOOTER HEATER 3c- • Gr`hGS DATE .3/. s�� /00' DRAWN BY e, /o/ /Igoe,. / PL or ,c) L.44/ C J' - (.7,>< /e 5 -/ /t POOL SPECIFICATIONS DEPTH VOLUME : /4c7e:'?__- _- 7Q / PERIMETER ELEVATION (BEAM TOP) __-'!'.` Q %/o Q(7 TILE /,,,!' fA/r61.7-.r7 COPING 5c )/e • T- Gri POOL FINISH Pa ce' . c h. -_ Q PY' SO _ FL ._ SQ.._FT. LIN, ET. EXCAVATION DISPOSAL __: e/77& - ___- LIGHTING /--ie .die- -7/Z CONDUIT B GRAB RAILS 51r =roc = Cerf HANDRAIL ,1 DIVING BOARD " /././ PUMP ENCLOSURE Pace Fracas, av�cover. PUMP h FILTER — / /i -ra /c 2.1./ b ELECTRIC . C3 APO. BY Stan Weeks & Associates, Inc. Engineers Florida ,L t9 ae? 1 N C . 807 N.W, 8TH AVE.. FT. LAUDERDALE. FLA. SWIMMING POOL PLANS FOR C / /,,feL. 4E LEGAL DESCRIPTION • 1 111 1 isiu 111111 a1w 11111111111111111 .,Z.. - , -±,-, r � ` t� , •s7f j»e .+ �ti+ .,..w a ..... .-f� *r++..�+ :4 w� }ri • -s .., s� fit' �-ftir «,'. :w .-s ,�...� r..I ..r w;w, • � ,� f .� 11t ! 1i 1 Hi 1 ilk 1 it 1 1111 111111 ! 1 ii ! 11!!111 ! 11 �1 it X11 11A11�111 11illillIIl ill 1 11E rallinfi 1 1 1 # .` ,ii 11111l1111i1i 11111 11 N11 MI 11111 11 11 gill 111 11111 4111111 111111111111W re"' tt - �'Tf4 1 "_ iar.. -f !n1 •ri1 �y .w "", f ,A'M . $ H I GITTLIE2I L LOT . _rt; C) `,I1 , 1 2 T fEi. Oca f'rL \i� tj r` - l"Ci - n 4 ."'• �.•Tr= .�lf�j�; >L ';NTc_ a t r Y /�, r, cr��vt G� *�c. `\A t-4 ALL .pGA1_ c �� G .1LL �l t✓,1~ r1 T r)E`;I (5f:Eq 1"- L.NL.1 l/ 1 E- \V / 21s4tcIIL ,aC:'S ,•, �it•2tLl \J /(4 1' "` 12 'NItN /A% les ;4 E v ce):+e, r- a 'te. — �II \. 1 (i)1 XG " 1c'7 a 626FTEt2•; - �►r 411jA 0•ta ¶c) Fb5C A � L ' t x 12 /TTh o a!? r: rx1=.41, pi,.L - r2OLIi L tVJ\T)OL.1 `•- ext5`.�u�3 (,O) L "x. x r3' 1'!t (4gR TGAL)Kr30iGe° Co) 2''w G' x TIf2 sal 'CAI. ;t►1 TGH�D (5) 2 "x o"x 3 - L" ;: YE2T lGbl ) .�t._•.. - 2 - It'i'z t 4: — ?. " (r24F1E. 7 "o•C. 4: • (10) Z" x i' x 8' •1% " &e2.ttcnl) t4.*i0j=:4ao E'x ( ov a.t Y- Z'x NT'TACAtt To Krs- -1Ge e.geA,EVe■t( - ro W -t 2" x%" e ;1 e .-) .__... - . _„________ , ._ _... _.- - - - 2 ° X z' pri6C -A0r1 1 EX6T P1Lt_e2 - 2 " r tom" (w*- ( 2 "x'' 74 �.�. - -- (s)"; ' x l .! 1" O.C. t (5) Z " X E3' "lt 2�ccL.1 etll: Att p "et.F', 111Achev TO F_XtljT. 7ILLLZ -- (;012 "Xo " Xd�`1. - i " (h T42 T' , c L)K�r�TGNED (10) 2 ° x.'R 6'• Y2." '+Ep (5) 2 5( o" r t¢'. o" `2sF1 s -fy 'i t axy:,r cuter �3 E.Mt 1.4sLLA!2.J -. trk�" Aj Td G.i�,EyD "j C+ '.3"a.'f �. . ��K 5X1471. IRCk 3 Ni (4) ,yz "x!? WITH )M1' cn:2 N:∎S. •P15Utir) LE S'- ALL \VCV T,) FIE 1,1\1/ :a.1 . riXl <)j vsLi e� t� Noare.o,--ATpL x V /4- x.t• x .stYsta^ - _E_XVj r �lcd ( " x o 8 /;. , c�aQ7!'� .. ;� , v` 7 2 x .o ) ,u. -v o" i? EA:A ,1 TTxx -- j*e u To (i" x12` ) 4 "x V X I.S" ‘a15 AtjciL4 rs$t1GL`a 4 "x 4" x 't4 = 7T�Y1 St■t;.L ? Ci' ]Gf, PAt -ij "1•c7 :+ETC, ra�o CG�o:a ti v TO v•xtvv s-k -clt PtLIAv_ 2"x (: GT TaGN';V To itxI ' ( P■,_LA.e 'exs...TsN4 ptl_LnK ,P:a��l rc) , AoTGM r... a - 2 '' . 1 E To 2 'wln • 0ee,� 1 (z" x G" VI, (Sic�124'-1J 1GL) }„E4 :V : J (T ir.T2 ? A'TTbC�1'�S� NC?...-QCS -L' CT() ':4 +P+�:ZT :2 - LAy} "x!o'M'1 }.b" Rvt=•ER4 ,NTTGC1 -fit) "Tr, (2 °R4) ")254 --- ? x �•, x g`. z.- AT TA.<.r TO { " 10') A (ex :, t4c St,2.6w / &1 - re - ) F - czc, Fe�cn \v/ \VAL- s (2) ' ' ( fJ T;• 1,.) +: SECT Loki Pill�a j ? ac. G X41 �S�ic �, �t�ll Src_. '('U \VUU(3 . sr cTIo}J B-5 f- W W LL U 0 4 W (n IPROJECT 1175• *G N' .. 1 if % id t� ti /1 is SKETC1i OF SUIIVEY MIAMI SNORES . . Lot . a ' : elock •1, REFLAT OF T11 C r -. AVIAY�" I \RK Es7'ttTK3, according to the Plat ,,thereof`, as recorded in Plat Hook 56, . at Fage `86 of the Fublio Records of Dade Count Florida, i CEf(F€) That the attaohed "SKETCH OF SURVEY" of tiro above` described property, is true-.., and correct to the best of my knowledge and._ belief as recent ly aurveycd ar.4 platted: under my.direotion, • itARRY, C. SCH il* /B & ASSOCIA`rES r INC TRUSS PLACEMENT PLAN SCALE: 3/16 - 1' - 0" FOR DRY WALL CONSTRUCTION WITHOUT STRIPPING, CONTRACTOR TO PROVIDE 2X4 CONTINUOUS LATERAL BRACING AS PER ENGINEERING SHEETS. G.PUES GER (REFER TO 9 CG10 Om Mt. tWW1 r�r� r +arm r G.PLIES ( G.PUES G.PLIES 10 ' I ^11 1 4+ 2- ‘. ► `'0 0 co o 1- 0 . CANT. T: -6 1 1 -2 ALL SPACING 24" O.C. UNLESS OTHERWISE NOTED. REFER TO ARCHITECT or ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TIE BEAM, WALL and FOUNDATION CONDITIONS. 1.1 22 -4 TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR L_J 2 -6 RRtCANE STRAP, WALLS, ANO FOUNDATIONS (UST BE CAPABLE OF WITHSTANDING UPLIFT AS SHOWN ON ENG. DRAWINGS & S,F.B.C. & S.B.C. ADDITIONAL STRAPS OR OTHER CONNECTIONS ARE - Q'0 iN ADDITION TO STANDARD CONNECTION O WITHSTAND UPLIFT AS SHOWN ON ENGINEERING DRAWING AND S.F.8.C. 3. ANY REPAIRS AT THE F1ED MUST BE APPROVED 8Y A REGISTERED ENGINEER. 4-8-0 APPROVED AS NOTE RAKE WALL 10=0 38 -10 80 -6 1 4. 08 SITE FRAMING MUST BE APPROVED BY OTHERS 5. y NLEDGER DESIGN ANO CONNECTIONS MUST BE APPROVED BY OTHERS. 8. C ERECTION SUPERVISION IS REQUIRED t. CJ(1 STING TRUSSES MUST BE CAPABLE OF WITHSTANDING ADOIT`IONAL LOAO DUE TO THE NEW TRUSSES. LOADING ON GIRDER TRUSSES MUST BE CHECKED AND VERIFIED BY ARCHITECT O ENGINEER OF RECORD. 2 -8 0_ //joy/ 7 M J1uoU4 921 ACII/A P.E. 21 -4 0 -4 2f -4 3 -9 4 . 8'5 ors CANT. o [-8 1' 0 5 1/2 SQ. CUT 5 1/2 SQ. CUT 5 1/2 SQ. CUT TIE BEAM LEGEND T.8. ELEV. HGHT. OIFF. 32 -4 -8 ( +11 -10 -8) 22 - - ( +1 - 7 - 8) 20 -8 ( 0 -0) CAN CANT. DE FAIL A _ ._. T _..y CAN r. DETAIL 8 CANT. DETAIL C CANT. DETAIL: D N T.S. N.T.S. N.T.S. 5 1/2 SQ. CUT REV. 1/28/97 REV. 1/17/97 REV. 11/26/96 REV. 11/13/96 DIST. FROM OCEANLJNE EXPOSURE CATEGORY BLDG. CATEGORY WINO SPEED WALL HEIGHT DEAD LOAD BLDG. TYPE WIND DURATION WIT LOAD CRITERIA 1 a X11. 110 M p.>. AS�.S1iQJ81Dl 10 13S ENCLOSED NOTES 1. FOR HANGER CONNECTIONS REFER TO HANGER DETAIL SHEETS ATTACHED, IF APPLICABLE. 2. FOR BRACING SCHEDULE REFER TO ENGINEERING SHEETS. 3. IMPORTANT: HANGERS SHOWN ON ROQF LAYOUT ARE SUFFICIENT FOR GRAVITY LOAD ONLY. REFER TO (APPROVE() AS NOTED #2) NOTE BELOW FOR UPLIFt CONNEC TION. 4. FIELD BRACING IS NOT THE REVON IBIUTY OF THE TRUSS FABRICATOR. PER N3 E,RECIING TRUSSES ARE CAUTIONED TO SEEK PRO WHI C H ADVICE ISA QUIR E!) ERECTION REE1v1' BRACING AN PEE.R BRACING 1 WHICH MAY BE i E ERECTION HiCN AYBE TRUSSES SHALL BE E f R AND FASTENED IN A STRAIGHT AND PLUMB POSITION. $g TRUSSES R DURING 1 r E C TION T REASON- DAMAGE. 5. CONTRACT R OR OWNER MUST SCAB ANY TRUSSES AS REQUIRED AND SPECIFIED ON ENGINEERING SHEETS. 6. SE�E PR F SSION ©L ADVICE �E TO A OV1 JG TH! LAYOUT. 7. DO NOT CUT OR ALTER IR SSES. UNLESS D BY TU 8 O 8. TRUSS MAY NO f BE S E IRICAL ALW REFER TO EN HEEfs 'MIEN ERECTING TRUSSE ! 0.K. TO EABIIICATE 8340 -2/2 Date Signature Re TURN 1H13 APPROVED DRAW N° •Cl 1RU PLANT, F AETRWCAT1ON VY1k. ,:PkO 8TARt_UM : IT HAS BEEN RECE&E -O. CUSTOMER / CONTRAC ff�R HAS BEEN PROVIDED WITH T. P.1. RECOMMENDATIONS FOP Okei.VING NtO TRUSS ERECIFt)N. AIGKTv'4> : atCEWT DATE <CctpnoN) 6 k -40c5 -r1-4-„E 17 1 C,f IJ rJ cc'r r of r - r7 &‘0 eea t. rt 1 A+Jc (` ►�1 A t v��J ,,, 1 � Gv+�1itiC srt r X70 �v r1 - 4 i At.1 ty A r' o+J J 1 LA ('F 4L., -n4 " J I ,C rj,6-147 -- ,F YLA,.I -- -a l.ITIC} c- TTSL., 1 e? e-e ro rJei t 1,) QtriI<71o14 CJrrKel02 .,4n, 7 �o� �1►� -te r r>�� �a� 51t1�� . R c6 5c="3 .. br 6_, cri,l +i L—ri 1_11n.4 c'1* c 45 h4 re-,CF pi. AA CE 441 TRUSS COMPANY, INC. 25475 S.W. 142 Ave. - Princeton, Fla 33032 Phone (305) 257 -1910 THE BLUM RESIDENCE IOW, FL (BLUIJ BUILDING CONTRACTORS, Inc.) J 3o ,V .E /O /a �' c� # 0391 J NAME: MAW ESPIN RA . PLAN No. QRAWN BY GATE EON° . CONSTRUCTION WHO0 I T TRIPPING: CONTRACTOR TO PROVIDE, °2X4 CQ rINf1OLf LATERAL BRACING ALONO TOP • Q,E SOTTO CHQf oo, "AT PANEL. POINTS BEEF, ro Af6i TECT or T WSSESMUS NOT B - F,� ENGIN H`'F.OR COMPLETE ON ANY INTER . \NAL � ' TlE DOWN PROVISIONS OR PARTITION .NL1 SS ' :PO TIE TEAM, WALL and DESIGNED F01:1 • FOUNDATION CONDITIONS. O' C. A 1� GIST 4t .s.1 ENGjhe ALL SPACING 24" O.C. UNLESS OTHERWISE NOTED. c_, 1{I1R{tte E S1R .P.'WALL3 ANQ FQUNQAftti!NS 4lJST R.f CARA6tE GF WI1J4811M) Nc3 UPLIFT AS, tQWN ON fl'lla C A' 1NG5 & SF BC SS S.C. ADDIT1ONA,t. 3 IRAP6 011 4 CQ14NE,C110 ARE REQi3 R1 AD4t119N 1 TO SrANPARQ CONNECT' Tot v tti1fA,NO.0 E r St OWN ON F,1JG1 vU c R1, QjV NG ANO SR 8,C ANY A AT THE FJEk0 MUST t3E AP012OV0 BY APPROVED At NOT 4 i r1 •103 SITE iRAMINQ MUST t3E tAPPPOVED 9YOTH.E.RS_ i ` I. �Q s} � ANQ cQNNF rIOC�S , r e ArP�ovf .L) V. BO G E E U N � MuS $ 61 OTt4EPS ` 6 CA f PCc11QN.5t1PERVIS,ION I$ (3E0OIRTt?. 1, _) F,XA tiI4a 1 9u$SE$ MyS$ oisCIA04,4 OF '00 THS TAND.t,1 ©G A001TpoNA,t,,. LOAD DI!$ tO T1IE tiEW 11 8, I; 3, LOA, DING) 0t4 t Q TRU$SE$ M +�T BE efiE4kD ANC;M vtEsi !EIk BY�O ITE.CT OIL' ENGINE:EN OF RECO1 - WIND LOAD _GRk ' PIA EAST, FROM OCEANUNE LOA EXPOSURE CATEGORY 0 BLDG. CATEGORY WIND SPEED WALL HEIGHT DEAD LOAD P1.OG:• TYPE WIND DURATION FOfT NANGF.TZ CONNEC114N REJ LR TJ H AN( R DETAIT. SFIEEIS M TTAGIiEo. I APPL CA3LE. . . ' 2 FOR BRACING SFNEDUE REFEfl TO PERMANENT SCHEDULE AT A 3. IMPORTANT: NAN(.'�E.R SHOWN ON. LAYOUT ARE 0,FFICIENT FUR VfT ONLY: NLY: BELOW T FO ( ti UPLIST CONNEGTl �a) NOTE 4. FIELD BRACING IS NO - t THE REP ?I,Sif,I I; TY OF fI1E TRUSS. R1 t EFT ON EGTING TRUSSgES ARE CAUTIONED, TO EK PROFES• SfONAL A V + F� €Ei CE Aflt E R _ VON BRACING lck t y�AYS EQU RI:) T PREVENT A pp f'Ll 40 AND, F]O � 1NQl DU I N AYY RE( t) N S P P LflC A PL GATIO a TRUsS� SHA Eli . TEQ AN.t!�} ASTENEU IM DA A GE A IG A T Nl' AND RAW et PO IT1 A6 $ � R E D UR I NG H ERECfl ( tO R VE cGN I I AC ECR OR ow R M T SPECIFIED ANY TRt,1SS AS RECi�11RE[� (M1 E.NGINEERINQ }1 ETSs 6. PROFESSION CO TRACTOR OR ' R IS A,Ov1 E TO SEEK A A I IIOY'v E AC)VI lflIS LA'QtT- DO NOT PPR CUTO T ,RAt. F Tn'is F UN`kE SAuTH0 1EO�UYTHIS OF . RETURN' THIS APPROVED DRAINING IQ 1RUb' PLANT, FABRICATION WILL NOT START UNTIL IT NAS BEEN RECEilmn NOTE: CUSTOMER j• CONTRACTOR', HAS BEEN PROVIDED WITH T. P.1. RECOMMENDATIONS FOR BRACING ` AND TRUSS ERECTION. '2§4,75 s.w..142 AY , prwrl etO E 33 3 Phon. ( 8 } Bupj RSEoI NIANt, .fl.. (81. SIVI,Okr CQMffi TO $, Ino.) ACKNOWLEDGE RECEIPT; O ' . 4 1 � t - 1`I .PO +4- r--- 'i►' 1 v %CI -y % ..01-_,e,.. c. - .- -- ,,1 1 ' 1 ; , 1 Lt\ :s1 f t1 /\ 4,41:- _______I, ( p) 1 Yi r - is % 24 PRINTED ON NO. 1000H CLEARPRINT 24"0.6. ( M r 11. GA 1eic 1N - r 1 e I D•' U'' 40 ti -- 1 t' r ', EJ•PL, T r .rgkor m► A M I 3co - z'ry 1 4x k : p - r' NA VOrrl ,dear x 1 0 10" r1.5 6. r :) N o f s „ r A ll..., .. 1� /7 1_ r L� , c� ) N • •- N1 .1 12 "A 601,44. •.Airs. r 3 0 / 4 ) 1 " I' -0 (GI) #.5" l4.1j 1t- rry ' x1 / S 0,4 ? f Gtza O t E f Ply ; TO 86 POIJR1 W1 A II1X OEM BY A f44C c ST 04014CORY .TO ATTAIN A. s r�0: f rH OF 601 P .sr iN Y - .COlicntx �I o.. A11AII! A; STRENGTH ' J PSI 8(fORE SYRMO$ r .._ o,::iR1 ;tt + ?RGirl(I 4th O ; _ h r'ei f( 10 . 259X Wt 1 W 64u!rr1 �+I SP !I .S Al.M G. 1I PITCH kAt;x. f Ar 014 G1 UUI 4 1 A ( A 3 • t1it,IJ 0110t., )4 104kUL V4%1. c AtiN`Qacto Wit 4 1/36 ' STRAWS MO 11NYII 14 C,A M!WI,C> 'AC1t It t;$ 10 111 ' )<(p I•I r) 1A.11 I ' E'N& / aV.. -174. r) N -1411. - e, -f x'2 ry z rte e ;Ti-ip e, _ C Ti-WV I3 ?Lr lx /V'`,4k & 1 2. . ., j`1 're-11 (. %) 1 Ci fl7 V .;cine/ &A r A. 1 HR. WALLS; 37 -IB 111 2" x 4' WD. STUDS 16" Q.C. W/ 5 /8" TYRE 'X' GYPSUM WALL . BOARD APPLIED VERT[CALLY,G)1LHOI J ONTARLY NAILED WI6ci COOLER NAILS 7" O.C. WITH END JOINTS ON NAILING MEMBERS. B. 37- C 442 1$ 3 FURR. 16' O.C. ONE LAYER 3/8" TYPE 'X' GYP. 130. LATH, 5d CEMENT - COATED OR RING- SHANK NAILS 6" O.C. PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND &PRODUCT APPROVED INSULATION OF FIBER GLASS OR MINERAL WOOL, BATS, OR BLOWN-IN FIBER GLASS, MINERAL WOOL OR CELLULOSIC INSUL. I-IAVING A MIN. R -11. C. DANGER SIGN; W /.1/2" LETTERSFI3C 1401.6 "DO NOT OPERATE ENGINES WITH DOOR CLOSED. CAIJ3ON.MONOXIOEEMISSION IS LETHAL" D. 120 SQ. IN, SC ENED VENT' SP 1505.1 E. SECURE DOORTRACKTO 2" x 6' P.T. WC. NAILER W/ 1/2" A.B. q 24' O.C. MAX. 6° FROM T OP & DOr1'I`. (TYP.) OEM COASTAL SECTION PRAIUMINARYANIROvAt. NAM \ALQ,c Sheet REVISIONS - r "? V 2 . ' �W b Qg V — L. ) , ') 11 ( �0 g v .01 v �J VII 0 a- 4 I I_ til + i iA is Date 7 • (a Scale jl�y y� G'��/ OrawnA Job —. Of I Sheets BY AJ /JN/r5 7'itAr i&er cone. Srep / G /AL ' . tD iC ' F PL2% 4f/4‘44414/1' , 4 _ /off r.�l�,� 3C ;4{t /1 /rte Jt/7 /j AJP °VIM BYT • text. PRJNTLO ON NO. 10004 CL .ARPRI!i7 _ iae/P, _‘7 4 1 IT I/ 41— 1 10XL4 PRiNTILO ON NO. 1000N CLEARPRINY _ • (:42 / 2 MA; A/&'. \VALI_ 44,1,5 0471/ a/ - 1.4.8 • r, - ,M011.•■■••■•■••111..../.••■ """ G'/C-i 1/4t.A. - - -\ I imp/ -/i\fa_i_p.4zi._ L r pifi/Ai.‹; ‘,AzEsr y f ir -/!-0 - • - .5e24771 751# • - 4 /- MA 6rote... •."4=5 .5 tila 4- T 011,,f;v1 -w Raiz_ ,5',41.0; f 4.ct,e-4 L : _=8 " 4! ‘e DAT S: tveta... / %Ay (55 Z74- pb-'# - APPROVED SY r D SAM - ik e 5 -- crA)/• /AI6, • g2a171aq , 7- 5. 0 RAYJING kW MS Ell I ! ;.1 , 1 10XL4 PRiNTILO ON NO. 1000N CLEARPRINY _ • (:42 / 2 MA; A/&'. \VALI_ 44,1,5 0471/ a/ - 1.4.8 • r, - ,M011.•■■••■•■••111..../.••■ """ G'/C-i 1/4t.A. - - -\ I imp/ -/i\fa_i_p.4zi._ L r pifi/Ai.‹; ‘,AzEsr y f ir -/!-0 - • - .5e24771 751# • - 4 /- MA 6rote... •."4=5 .5 tila 4- T 011,,f;v1 -w Raiz_ ,5',41.0; f 4.ct,e-4 L : _=8 " 4! ‘e DAT S: tveta... / %Ay (55 Z74- pb-'# - APPROVED SY r D SAM - ik e 5 -- crA)/• /AI6, • g2a171aq , 7- 5. 0 RAYJING kW MS Ell ,,. 101 $rF L ti,'ATE »R i ETER 1.0'- 4 3/8' E OOL DEr-�iG • gt,p C1 NOI 3El.E L4YG1-41N3 (MIR • ELgCTRIC `?$TER c R1vEwAY • ar! T OA $1UENCE CANAL 19' -3' P c1.. DKOi< - 444,111 s, .:; - r - . -- .� mo... -w .-.. •n. r axiaTus e CAP = MAt i J -, ..- .... .a....=.s` ..� A. ...wag ±vr+ r .: '09.431' , F2A,Nr +E4!) r 1 1 1 1 4 1 31 2» + i �i SITE PLAN WALE V$' a r -a &e 12v IRMO. f.S4NE.F2AL NOT 1. C.GNCKErE eRALL "1 A M1X DEB■C,NED 1N ACCCROANCE WITT4 ASTT-1 C.?4 TO ACHIEVE A OTRENr3T11 OP 3000 POI AT 26 OAY9. ALL CONCRs:fl3 LVC C $MALL CNFCRM TO ACI 301 ATo 3!$ LATE6t Er3+TICN3. 2. REiNFCRCING eAR3 SHALL CQNFORM TO A9TH 4310 C ?ACE 60. '1ELGEt) W; 'E meew �Si�A41 CONFC; 1.1 1 f) ATM A'00. 3. PNEUMATICALLY A1f'l.itit. (,XNcArcErki WALL P I 34 4 0TPENC*1N OP 3coo P31 IN 23 DAYS. +JJC SHALL CONFC RM 1'41 'REC01 >i`" E17 (1, ACTiCE F0l2 Si?OTCC TiNCY ACl S06. 4. PIP+N G eta.. 4L ea $ Ci- Etx -40 P.0 A > OEA,R THE N UE a TAVP A+=PROvED FCQ +J3E UMW POTA13l. E tLlAT rte, Poot. ktA►tas A2Nio U18pQM $NAk.t. C:QNFGr 1 TO $Ecnc ue < w r.^' 0.$.3 LATEBT EDITIC'4 6. ALL ; LECTRIdAL CE 1C;Ea ELECTRICAL fN3TAL•LATtON.. AND tuC: V-'A MNIP BE4ALL CCNFGFd'1 TO r1-'E BFE3C .w NEC !,.ArE6t ECITION3. 1. ACkF1L4. MATERIAL at- PAL1,, i~1 CL!It, T? FREE! r CRCIANIC 1 PLACES N. 12 INC1.4 ! IsT3 CUMPACTEO TO '30% CP 30 £ 1L3 EN81TY. CARE WALL eE TAKEN NOT TO p18Tt$ CR APANp. I tY i XcE08ly F F i E.3$ is T3:4 PLI,kiem a CONTPAOT 1 POP 3;1. 3 E TO PQTECT ALL E:+(13T.w OTPGCTT.RE6 AND GF2ACE3 !WJtTia $NEEtiNd O!2 03- I.CR!NG A3 SEOUiRET), CE+31CaNED eer A RZ 1 t ~,'eP EN6iNEE,E2 9 �! 1liP POOL. l3 PL <' Ep AOJAGENt ro A`1;EX13?iN4 SEAWALL .1.Q &A..K.,twemi?, rE T'EE'Ar 3 SPALt. NOT >3r cur AN() n cmero,V 4tNEEFt etrOti. NOt,F ea til4EN A CC NFLJCT ExtBT$ coNTAA,Grra v .RIMY THE- exiara eeMJ4t.L CR e+JU(J'EAD :$ rV GOOD Cr;;Nr.) TiG11 PF CR TO c( AM) Bt- NQT,FY TI,E CE81ON ■3 ■\EER CfzXid+ENC!E6 Eixlest fit,$ OttN;3R BZaALL VAS RES3'(?itiaE3t.E FCR MA:NTAiNNG T1-+S AWALL .JE3.4.40 T b Nt 3Q!1.., LC$$ AAakit, 114 Pte,. '..D pext. 31...!DI+$ AND ary E`QA44 3 v344LL CGS ✓1.41 fl'Q tSE 1NOT4LLED iN ACCCRVANCE TO MI LATEMT U0 QVEI ' "Slur 3AFt"sr'f: 3tANPARt?9 11. ALL r4.3 NQr 0414LL OS ENCLOSED +1ATN A 3' -0' N1Cs FENCe 1...c YlNC� 2ELP (3 AN LCf.K1t14 OATE21. VER;FY I,1014 LOCAL. A ." EVGY. 2. coNTRAGtCF £1s1.ALL 1,,C4ATI'A! L $3:10A(;K3, ANt>, .3E3'' vt6 FRi 1.t 1.O Ca1$tI tvGN 4N s*HA1.1.. '.E,RPY At,, c+i-Oial0N6. P601. G%P N '''ATIER SHALL E! A ' INI '`1 10 FEET VeA� 'Ep t4G8/ZO iTA±.t.Y FFF�OM OveF E.�(t 41,E:TWG LNEr3, CEO:GIV 0`41`tg ' A v.raa 1.`10. ts^EFrpG■i31014..+T1E3 1,Q Oce.A. CQNSrR"JeTIGN iN LA2-V1EN1T0 Cf�i .R G+111F [3 $ETOAcK. AFtA3. 1.3. 1.W'ATEE2 T"cl',F' tAT1 {,41.1., tiOT Vr aar) ''d2 GECG.�EE3 I4, t>' . 1 TO E111 PO. AFTER C CN3? T!C+N i G,'7 ANY ' A3C+`1 `►Ci%$ - PAtiC t=RE3, R , 4Nti(*S t -4E . i-1l i$t Et EI 1 'L4TED. t' .1.1 LR IrJ,3r GONwt. t 4)1 A vT ToryxPz3' ;N L ;M1NAt�wa t Fi re. • 3. CM.Nat CGNC1 atE PjLEO T't,i NoTA{.L Aft f,&$ A t i't , ,A�C TWF Q C$$ TE PILO 44/ L1. 3 t:L?NE 4CGb V f`1G� TC Al,l+ REC IREM ,TO AM? Rt C411.- NE;rATI t $ GP iRefoRT 0 ,0-$0 G4s ACl A3 R•141$40 ) TO MAN LE1'2'✓"IC:I5 II.bP Girl V' TO 20' FROM WATER POOL LiGNr u Low tuAteFt cwt - offs ALL. P LE3 1.0 814 I4' DER CA•T Fq.E` . CAP A 11'6 14` E.) A. PILE . 33 RA CEPTJ -4 riEflititot - F<E.FER to G OTEC (CAL REPGF4t 6Y E.YrNATECN i `IG+N:,rxERiNo CGS. 0.4•1 .0 FOR cPt CIFI,CATtCN6. cON•:',N3 TE_ Mtx,E3 POM P'LE3 $U.tL1. EE 4000 1. ttLF� JeNCrlCN GOX NOTE* ALL P"ETAt. Ar�NOUNE) POOL V.44-4 4. REINP. 14AJNO AILS, LADC 2$, ETC. ARE TO 3E aerNi'%}: 1.7 t46E f l-E F W/ 1 • k#1 1,11 u t � iic*'pta VA CPC 11. 03.643,8 131.415,A 144th Te ►lace. ftlia ith Florkfa )$186 Dade Fa 30$.J&6..116$ 4,o »ata14.4.4iii4t /e•h IBV4fBQ•+ aol T si CLOC ( 1.W ti4.'JAL 3WI ,4 3 in l~ Cu. N. 1/3' CONDUIT 3°Ot441Cu.'N. V2' CON:Air T I'* ptsip morcA 3 it) T1 CU.:N. 3/4' CONcthiT 4 14.F? F j P MOTC1.2 230 V '.P GO AT-1P e 2 ;ALA ELECTRICAL RI 'EF DIAGRAM ALL LEQT1 ► : 51441 L C NPOR1 TO 4 t1CL E oaO or N.E.C. - <C O z CD fig) DA IEr 6-14-96 MS S E 1-H - - 0 NO. P9634 SwP - OF 3 POOL WATER L fEVEL 1 x 111117171747..77777 fl • A ..1166.16001-617,1707.7-7666.4.6.67.1111.6.017■60/066.4,666 61.717.77 1.0./2! L EVEL CON1 ROL PANEL WATER LEVEL , IENCI pool_ galim--ENT 1....(xATEo 4TCRA611 AA i'3ELe.2 ..eALCONY POOL AUTO-TILL priNG v.& PCKA. WATER LOVEL, Cf,ANI0t.f..51;t eti.4.4.. iAt. VATE.WITC14 1 • ,11a 667 ... r:,rvAiN 1 tier aot.aldit) `141..VE r 7i FILTER CRAiN JJATE(VALL . 716 -4 1.4AywARE> $P-if ein ORA,N2. • 7POOL V X 3l - 44 Eel N. OPEN AFEA 3CF) 1 GRATE WATER er(..:1 /4\10 MAKS UT LIM/. CaT,41„. TI-ET 1 LkA PALLO PPE,PA ILIA fa TANK CO SEgt tEOTIoN /( v \ / , 76 a* 6 7 ANTI-EiiPPON VALVE! — 3/4', POTAN.0 WATER V..11PLY FROM CIONTPAOTOR td COCr43.1NATO Fag() LOCATION FfLTE FILTER PUMP pkgeo.if;:a GAt 4 AR PELjEF VAL'ie TO iLAt 1 WI 141. et EXIettiNCi e4,--'1 CAP 0 SKIMMER • '4x Nit., 41) 4 N 1 U 4 t1/4 FILTER PIPINCI. (.;1-rEmAric 767 4. .67 ar Meri.....771417.0.41•1670,7117 446,1 1 1::) NcE • 6. 7- an -7 .7 ri MC-1-4OR Ft4IP A FILTER IV avo W/(1•14 (2) V2' HilLT1 LtrECe,i6 ,41 Gst -Y N "Nk. 4 Y4 , .. . . .. . .. . . OPENe.,16 it*r.;;FMTti 6144,,L, 4 Ar , 4 TR-14 Tk...ft ..,T!ON41.. 41.444 oo Ti74 PiF:',E1 c.44 To 0 •••••:`,..r.6,-...- a, • —7 6 rer MAIN DRAIN DET,414., 6 i3*- • 6. .6766 .6.67 . QRAIN WI it Taigi> CiFkATEI 7.77.776 1' T4 PUMP -I VI! C ee Tijrfropto uc• )/ CA4PEP W>CeK. ••`.. Tr • LTTIT 77-.66-6 4 Ma1464 9 v2' • v • $TWIR 6.C.1101\t14-re. 3 MO: ANTNORTfX IQ AkO,LAR'i POOL SHAPE / SIZE: ti/A 1 RAIS*E.0: N/A LICI4T / TYPE: f't/'A" 12. %..ASS atOtK: N/A ViLLWAY 4/A 13: 1 VLNSH MAXICI1E it , Ilt.E to" COPING: 12" aliOSE—"ARSISIIC STONE" CAST CORM. I. , DECK Sr... 5/6.83 ICPPING: TBS 16 XISflN ()C}(. N/A o'Ece.cmoNte NO te. HEA4R: rt/A ,idkodEri: Iva pvc I` I • EtAERAIL: N/A u. ir FAGNO 11ANC.RAn..", "N/A • • tx 2 FN cimpit ixlsrING WAIN LNK C.NCE a/o. • , • - . . 144wr! AND L1614-r Nic:3-15 r:›ETALskr3 fURNOVER: 1Z HOUR MAX.M4.!,A $vyims:dur atri(},ies t • • • • • r . • - . Y•< • ' - • • • • • 6 1-- • •-.7"-••••,- POOL . „ . ON411. r.) I •,• '8 Ct • ". a a , '• • • • • a. • 6 6 • f • • • . • • IV . 0441 14 tfil,: - .0K i CINOI. 6;44 L 0: 4 c00% ••‘1 ; ,1 fRg . 'IN=Qtkt 11k14 4)4,41-4 or3 • • ".• •'• • • .. ; a - ,c1gAisi 4 gas N 1103ri 1. POOL SHAPE: CUSTOM 2. LENG (14: Vvif) 114: 24'-6 SF: 731.5 3. CV rrit a- - 0" OALLONS: 31, 994, Pkii.:MEIER:97'-O PLIER rrPE SiZE: STA RIK 51M120 S'rST. 3 MOO. MS-DIA 6. PUMP TYPE: 2 H STA (ill MAXAAS$ , . PAR'9OUNI.,,FC09 u•1r?- 19\12V lip.: 2 , .r ,ORIVEN WELL / f • ••••." lawinoiliviiMoolraraemo loalsamoaraimaieamlakerpormaAramommlamm ......tiribmoub.;a0m elrimostwomputertoomtootwormosoimmem • • 4 3 .1 eva I i 4 r" ("r r, et ( :Yr- Ail , t - ,!; . 61--iit-!()Iii *. ...... • 1 ....A..... ......, _.., __on ,..... r __..4.--- ...„,0 . ... MAT;X )I2 I r..) . — p.:1_41v, .. r STErli. 0 [ 771 - r • sir .; - i 1 -10:: 0 ; P.,E1 ?IA COL 4'.!:t * r V3 4 . 1 .. 3' ' . 7; i.11-1A 1 ---- Fr / qv Ncs../D. r44 tr. 2 - 11 , a r:S . -; I i ..., c • 12 Vs I - I A 46 -- -- e- 14' .4 '3' fc.:-P Cif 3L..." :4'-1' J G.3.3 TV x '.8.' 1 ''' - 2 . a. I - - I • *3.: I * 4' 1 Fl I i r'.4C1 — 7(1. F r -i- BOTTOM CONT.- 1, -I --'B" BAR FIRRUP LEGEND 3/C. #.3 CLOSED 3/0 #3 OPEN 2/H #2 HOOPS 1C.A1 3/-4' 2' COvE T eis.; 30 LI 0 ri I F=--= BAR 1 ..iSP A 3L PN:S1--1 PAT ANQ PITCH PA 3' iN I0' FOR E.7.9...41NAGE. (..:CPI",C= (SEE GETAIL6) 'ART. WALL VA.r21: 2 TO 3 N ALL. END 3 IN CEEP FNL CENTER TCP MA r OYER EACI4 PAD 11/2' :OvER TOP N I‘ " 0' TYPIC:AL WALL SEir;TION r ..30 L I CR 2 30 L2 CR 1 /2 CRE A TER L3 GREATER - NOTE:_ --I'D" BAR SPE PILE LAY0i...1T I0' I 1 -TOP CON T BARS SPLICE MIDSPAN ONLY 4S REO'D b'ilI11-1 0. LI 0.125 L2 b' MINI L2 1.3 SPAN "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN 'UNLESS "D" BARS FROM ADJACENT SPAN ARE GREATER CR "C" BARS CR "E" BARS ARE REQUIRED. AM F I NG 11) I ACT,A1 V'xI(0" aONHD t.,t/ 4 1, 3‹...I'CANT 3• tkICK GuNirai, w/ *3 :IA:A WAY. STE.-^ELTEX CR Er,21.10/. PC:*41 C E.NTE.1 STEEL IN LIALL. • ;- PLf 3I M.NL HOOK 1 Tq;-.* TO I1AT. 4 '3 ,FLA:1-4 WM aryr rom iN CAP. /2 CANT. SPAN (L3) f ie -• 1 *4 *12* OC. TC:P OC j.OT I; _ F F RAM UE ST RUC TURAL DRAW It/GS P i_ANTER 13-1/40 1/4' c SECTION 3/4' = 1 1 0 1 COP LNG 7/1 't _ L — 1 CUNTINUOUS PFEFA I1 LL BOX oR WALL F $EE ARCH DR AW S ! 1 *5 VERTICAL AT 24' 1 F IILL ALL CELL S WIrH CROUT - sL;f1,1 r4- !!) licY l'is- s-yea_tt - '5• 1 -: - * - _ 1( X -- '16' LEVEL L 46 3 pvt 0I _____ F-3 2 3'-b' 3 1 • • ' • ___ *3 2 12• o/c EACH WAY A r DENG14 a T 1 3' 1/4' EXia 2 W AWALL CAP cia-3 , ""t, 4- 11W-- r I tjr.-- .10 1 C4 irr 1. 1 2' -b 1 A r --4-- - 1 0 1 E _T ref-2 .. _ "la - I 1/4' FOQL AN r) t:-.) c. !LIN (71 / i 1/4.0. NO's:ArE" 1-4' ("1) (...7A3T PILE 1 . 1 .1./ 4 AS? YERTICAt. At•D 3 TIT-13 Ar )2' O.G. P1LE3 Noig cN 4t PATIO sLisa ro E a. (2..r.AC.T4I-21 13' TEMP 1 15 VERTICAL AT 2 4 CiC FILL ALL CELLS WITH GPOUT POOL S-kELL 1'O e..q. 3' rkle;,.< , JJ1t1-4 '3 AT ?T C4'1 EAGH WAY SEE PLAN Fe.,:72 - Tr2,4 - › reEINFC,RCIT■ici 1 7 4 er-3 CONT. TYPISAL. AT EXT. FI''"Rii*PiFR ,Er;. -- QF e - - i ------ . . _ PLANTaR - 1 »5 VERTICAL AT 24' CiC FILL ALL CELLS VI TV G&W T ---- IETONL G8-3 0 __,,,,, 1 • 3 11 ' '2' = 1- N r- _ -- PILE BEYOND 1 SECT I ON 3/4' 2 r • 0 FOClNc FL4 1 PILE BEYOND - - - - - 1' 0 1 GB-2 r 'NG sEA'.1,1.1_ CAP ENDED E. INF- • IN;DICATE '3 X b'-(0' LONC4 V' Cy: EA w4r TCP CENTEF-ZED C PILE *3 )( b'-(0 LON(:a a' e..:/(; EA. WAY TC.P f ON • 'NDICATES *3 X LQ V' CiC TOP D iNDICATE3 '3 )( b'-0"1...C 10' Cy: TCP creative 3(11,1411C concept" VAN BOWIE & WIR(N, INC., CPC 4 03 6 8 3 8 13145 S.W. 101th Terrace, Miami, Florida 3)186 Dade 305.383.7266 1 Fax 305.386.1168 8-10■% aid 9 5 1 -. 4 3 7 32)7froUll BVanficm er ol,corn (if) 1 11 LLJ z LLJ 0 z 0 0 jJ tr) t= 0 r) > r th C) < 6 LL z < - < < 0 LL (0 N N • z 0 cOiLL • < (.1 n o DA 1E: 6-14-96 .$4`. M. MS ti(0 s F H [ NO. P9634 S H E E: T SWP— w- r r...._..M.... ,......,..•..., ---- - ............ .._.._ T t42ee I CE CCM PIE T 0E41 eCHEPULE M Giza 14 °� EL fi1�.. ~ � I<tiFC1 C!Nt $Tt EL ' erne + EA c x. �F, tA�KS .—_—_-..,. .. i 4 .�..._.�... Nov . � ' . E3 fi. T G 3 '!! 0 Y il "3,lG . #fie4e i to 4' � CAL 6° . Gq.3 k3' T co rot.. 9 GE:3•3 IVXI' i4'•1' 2' - 2 4 - f - " 310 Ia 4' 9r' M PILNC1 ---- 2' COVER 00tT CAR4 � A 1 .30 LI x d fir--- - e OAR f► — - 1 Uor TCM c .6s BAR _ �_. 1 1 STIRRUP IMO_ 3/C ,3 CLOSED 3/0 ,3CPEN 2/H : 4'2 HOOP$ rrFICAL rSAtER LINE rl.AzEt7 TILE — Li LI C :; l6 RF r;OTAIL ,) ENCH D TAIL 3/4' = 1 'Ail A $1.0 F 3i3t'ANT F1X1$31.4 UN PATIO ANA) PI fGN PAT') 3'' i t)0' FGf2 CR/MOW!. W v. • i1.N.,YERT, ;VAL I. VARIg$ 1' tf • 3' N F1,aLL aNNQ 3 u 4 C E.P M44RC:I1El FfN16N' CENTER TOP £141' OVER RCN P.40 84.1 PLAN FCE ; t: ©1�r. 1 V2' CO1iiR TOP 0Az -� 6' M; .30 LI OR L2 .30 L2 CR 1/2 GREA TER 1 L3 GREATER NOTE: BARS ARE TO BE USED A T BO fH ENDS OF A SPAN UNLESS "D" BARS FRCM ADJACENT SPAN ARE GREA TER CR BARS OR "E" BARS ARE REQUIRED. E3E.AM SENDING DIAGRAV 60a P{1.tj` LAYOU TYPICAL ' W LL SE;cT1o1 i *AV" 0O140 EW.Ai f us/ 4 "ICON f. 0 /PC 1t S AC WAY'. 6T ELT2X OS EQUIV. r- C1"d~I T1-1141 -GIUr. caNT er, en. WALL. •. exTF.No p! l.a PeiNECRC '3' Mi1V� 1-:C9K 1 r:1111 TO MAT. 4 1 '3 Ti'MCN WAY F O1Y 11N CAP 1/2 CAM T. • r SPAN (1 3) 801 TOM CONT C 6'•a 3/4' i I MI6 F P.14411,4 t 'STRIA TUR.A� '.4UK S 13' - 11 V4' $Ec ION 3 /4' • • • • 0;F 114 •4 C134 EINLOUS ? REF ,a a- -f L�iA `WALL FIt115H tit W-14 LRA!/LNGS 1 •5 VERT/CA. AT i FILL ALL (ELLS '.11TH G . JT — safI 4 Ei4tfc1 . rf A !.'4- 11(.1 rldtJ9 set .44 • •3 Q 12• o/c EACH VAY AT $ 9C11 1 --- -, r --- .- • .• . • • 4 .4 1 ) . Top 4 1' <9C. F3Q1T 2 ' • 6' ' -9 pva 46' -•$ 3i3• 13' %14l t /4' • 6' 'rat LkFALL BC 1X :tL VA1 R LEVEL ont axi$1,Nc 2' 'W e CAP ' T 11' -11 114' 1'101CME6 13• Ate r G`A T PILE,tw 4 •6 VERTICAL 440 i'3t T:E9 AT i2• 0.r. 8e4 P1#: 9 N 'TE$ GM 6.4 Et 3tS -1 8'.1O : 4.11'44 +3 At , 3`'C✓C I01T011 eA,N WAY PLANFC t(iE' R1�IMFfRClt`S ff ,4rtib 1.A0 1 0.s ' CONC- RE'TE# ills ••3 1' 1 ' 1 15 VERTICAL AT 24' C/C --- FILL ALL CELLS Vll'H GkQUT • P -ANT3R 4 4 3 Gc?Nt. TYPICAL AT eict. r2i1 -rs TER OP GE.CK • • T GS -3 • '9 GB -3 --- HLE IEYGND Is - 1 F' • • • • • — 1 115 kER TICAL AT 24' CiC FILL ALL CELLS '41II4 GPMf 3 f1Ao9 i 12' _ '•0'' - PILE BEYOND 6C'ION 3 /4' ■ f-' I L ING /F2E I NFC�RC IN��s_ ?L_/�N PILE FEYGSA 3' -t0' NT. TYP. A .NPTCAT s3 0 3 • Ni3ICATE.6 +3 N2I ATEO •3 • itvQI CAT;6 "3 • G3 -2 J -- - Lk IS INC' SEA VAIL CAP 2• SECTION � 3/4' s 1'-0' a A 431V tlY cc+ CING LE6 NQ 6' - 0' L� w� 3 ' Gil MA, WAY TOP GiV PILE X 6 LGrert a +3 r Vk4 WAY TG P GiNTE0E0 Ci 4 X 6'- ' LOS 3 =a' CJG TOP XV- O'LCNrt A10'C, t '56 _. Re-VI D 06, # sf�vt tt ;! ad 5c$30'. > � I4s $; Ida rer,ace. >z1� m i. �loii 33184: • roi rc# t , 1 , 1 . >� r U) 03 r 0 0 _J