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587 Beach Ave Revision 2014 structural dwgs !I} , III i I , I ; { i V I{}'�. III l i ,, I I I I t fkk € � I J " � �� {) 1 I i V I i [ I �' s , i �I� F 111` I ,I 1 , , " I r1 ,° I {i �, .I II1 i L� �I i �� 1'� 'I Ii:, i j 11 . I ,li.! t,f4 1 4: .',i�i ' " I.I q� I r ( t' ,E�1 .I .i f l' '] ;i k i' "" i i,f,1i{ I'I 'I %� i ( ,{, 1'1 1 X11 1111 Ilk , ,I ; ! � �I DESIGN CRITERIA � 1 � ; TIC(( i iI I L� E 1 JJ I' ( l � li z �� , ,I 'I I y �'L - i '1I ' k !I ; I - - , (1i , I II ; `II I r i _ !P ' I } II „ II: , „ , k �i ' DESIGN CODE: ROOF COVERING SPECIFICATIONS: REINFORCED CONCRETE (CONTINUED) i II I t :' THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. ,s2 I I , !I i 1 1 �� 2010 FLORIDA BUILDING CODE — RESIDENTIAL < ,. sf 1 POOL AND EXTERIOR PATIO NOTES �,' ;. I: i' I I ; COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED Y.; I L DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 k I DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURERS REQUIREMENTS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL SUCH ,_ , : I f : _� yk IIS I� ROOF „ 1 { CLAY AND TILE ROOFS SHALL BE IN STALLED PER THE CONCRETE AND CLAY ROOF TILE THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. �, � + ROOF LOADING >> LIVE LOADS: LouPon�ti3o and li II I .` I - cd=1.25 INSTALLATION MANUAL. AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM METAL Associates, Inc. il''I I' Iii k Ii�1 ' I � k f ; i TOP CHORD LIVE LOAD ( ) S ALL CONFORM TO THE RE UIREMEN S OF T ,� iI, 1,1111 �11`�.,I, I �; ' 1 ? ' ,ISI �r 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE ALL REINFORCING SPLICES H Q T HE LATEST POOL DECK 50 PSF +li , �i1'I I ! 1 k I I TOP CHORD DEAD LOAD EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. :f I , l j , I Illi 20 psf (CLAY TILES) MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN ALLOWABLE UNIT STRESSES 420 Osceola Avenue I BOTTOM CHORD LIVE LOAD 111, 'II�I1 :' ' " '1 ? T ; IFI ' 11 ;I1 i � BOTTOM CHORD DEAD LOAD 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. CONCRETE: PER ACI 318 Jax. 6each, Florida32250 II I{ 1 •I ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED ( ) 5 psf Ph. 242-0908 Fax. 241-9557 1€ I1 16' � I �I I WELS SHALL MATCH SIZE AND NUMBER ll, I PRESSURE TREATED WOOD FRAMING SPECIFICATIONS: SECURELY. WHERE REQUIRED, DO OF MAIN FL:cA# 8344 sc:cA#3579 M i i ' { , 1 i 'I CONCRETE: I 1 I i 1,„ �i I REINFORCING, U.O.N. I I, 1 I Ill , ; I FLQQR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR CONTACT us wl'I'H YOUR cokllnlENTS STRUCTURAL POOL SHELL f c = 4000 PSI I I . !II I i ,=I I I �' ;'' I FLOOR LOADING SOIL SHALL BE PRESSURE—TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH C0�'1MENTS @ LP A.COM it �" I. , I.; I TOP CHORD LIVE LOAD (cd=1.00) SODIUM BORATE DOT—DISODIUM OCTABORATE TETRA HYDRATE . IF HOWEVER ACQ OR SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A STRUCTURAL SPA SHELL f'c = 4000 PSI ,,Illi,,,,,,,, 11 �. : :I i : i`''� I „I'' TOP CHORD DEAD LOAD 40 psf ( ) f'c = 4000 PSIS'` °``�� i I, NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH STRUCTURAL GRADE BEAMS eti,, :� �. ,�p.,ae,� �' ,:� ( I�'I; " i i i I BOTTOM CHORD LIVE LOAD 20 psf SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. °' ^�"""°'° +kII ;l,'; I, II � k' it 0 sf HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL STRUCTURAL PILE CAPS f�c = 4000 PSI ego,. �,�°� AV�;m,� � I I II II.I BOTTOM CHORD DEAD LOAD P BE STAINLESS STEEL. AUGERCAST CONCRETE ANCHOR PILE f c = 5000 PSI3 '.M ,� 1 l I I 5 s f °a "' I { I .I!,{ , ,I: J. '1° ; 4 I I' P SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN V-6" e I,' I I,`II t�I ,I f ,, I 11 �. I 1 I' SII I;. 'I {�a- DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALL NOTES: PAST OUTERMOST CHAIR OR SUPPORT BAR. REINFORCEMENT: ASTM A615 — GRADE 60 N°' S031� ` ;, ,, { 1 i F E 14 a i:I1 � II I l 1 ' ` , ('' ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF#2. a .� I,r , ( III Iia �� I , { �I i' I 1 1 i �! o , o"� "� l; i1 : rl . a f I,,,.I: � .I f,►I MAIN HOUSE PILE FOUNDATIONS: �_; 1' I ;i ' ; 'j: `:kl" � I � .,I I; ; FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) AUGERCAST ANCHOR PILES ��'s+`°]d fp� �)�y r� m I' IIIL "II ,;_' I�. ,i °° °� °° FOUNDATION IS SUPPORTED BY 14 DIAMETER AUGER CAST PILES WITH A GROUT l I I. 's I i ,' , , f r 3. SILL PLATE ANCHORS —Y2 x6 EPDXY ANCHORS @ 48 O.C. MAX >> � .� a� i�i� � :�� ,>� �'' � � I _ ' b.'.. 31 j 1 ,I, .1; t I I I; 31° h I .. ,. ➢ .rums c.,vans°° C.. r I I; 1 ' I 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. 1 MINIMUM 14 DIAMETER �,�� p�6�, e ki a II } k= I , ; STRENGTH OF 5000 PSI, A CAPACITY OF 68 TONS IN COMPRESSION, 8 TONS IN TENSION — { :'1 Ii, ! I i I }� : ,� ! i 1 jOd�.. ,ey E 4. " ' 1 #11 j I I 1 WIND LOADING: S SPE GEOTECHNICAL EXPLORATIO ADDENDUM P EPARED BY 2 MINIMUM TIP ELEVATION 4.5 NAVD „ 1J � '> ,�,.<�° ' ` SII , ;I, l I 1,. ;I 1 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON—BRG. TOP PLATES. AND 2.6 KIPS IN HEAR. A R N R ,zir.f,14,ISIIIIIIII,,. . , ' �' �' �] "_ S UES PROJECT No. 0930.1300083.0000 UES REPORT 3� ADD 6— 5 w 3 TIES AT 12 O.C. <' i 111.11 I1 : it I' ��`. :' 1 .I G' ` 1 .• 'i: '' `I I i. III 6. USE SPF 2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. UNIVERSAL ENGINEERING SCIENCE # / # II ; , 1, , , ; I ,i : : I i ', ' BASIC WIND SPEED (ASCE 7-10) -- 130 # „ k, i° �F!I f { i I 1 ,• I ,. ; I , , k, ,I +,. t h I` No. 1083522, DATED NOVEMBER 22, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE REVISIONS DATE I I 1 t It „III I :4 I, 1 IMPORTANCE FACTOR ---------------------- 1.00 7. SPACE STUDS AT 24 O.C. IN NON—LOAD BEARING WALLS. —14.4 NAVD. g¢ 1 i I Ir DEP DESIGN CRITERIA: i I $i.` 1 1 '..: ,? II '.., t 3 • I :: s .j ` ai r , E I f s`I ,I ,, 3. i I :, fl ----------------------- 1 III 1; 11 ,I 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR 'S 1 k - I'° MEAN ROOF HEIGHT 35.0 FT FLOOR BEARING ELEVATION UNLESS NOTED OTHERWISE ON PLAN. THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN i , I ,, , I ' ;I ____________________________ FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, k ROOF PITCH ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. I," - ,,,I.6. E, .' I r ,I ; ,L... VARIES STAINLESS STEEL STRAPS AND FASTENERS CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT !I .1 i "' ''1f BUILDING CATEGORY ----------------------- II SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON PAVER & POOL BACKFILL NOTES: I 4 I, i 'I� EXPOSURE CATEGORY ALL METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL. 51.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL {,. I I' i , lI'` i E ' ' 1 D PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL I E I 11 ,; 'i . I I ENCLOSURE CLASSIFICATION ENCLOSED ALL WOOD FASTENERS NAILS, SCREWS, BOLTS, ETC. SHALL BE STAINLESS STEEL TO MEET FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF BE SECURED AND PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. 1 . i 7, ! I PI 1 ,I I' j INTERNAL PRESSURE COEFFICIENT -------------- t 1g THE SPECIFICATIONS OF ASTM153 OR BETTER. ) RECORD (EOR) BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING i 1 I 1 I EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. FIELD ALTERATION 1! Ii 1 ' ' I CONTRACTOR SHALL CONTACT LOU 1 I , °" .'I 1 1 f i i COMPONENTS & CLADDING DESIGN PRESSURES FORMWORK & SHORING: PONTIGOfiASSOCIATESPRIORTO I. i ' �; I ONS: BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12 AND COMPACTED TO 90% OF MAKING ANY STRUCTURAL FIELD fI j ' I6 ?' x .f 11 1 ! .I 1111 ' SHEATHING SPECIFICATI THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED MODIFICATIONS WHICH MAY VARY I 1 ,+ ,,, f II4 1 , ; ,:I , _ 5 ,a THE MATERIALS MAXIMUM DENSITY. FROM THE INTENT OF THE ORIGINAL ± , +i 11 II I ROOF MIN. /$ , 24 16, APA RATED PLYWOOD SHEATHING, NAILED w 0.131x3 RING ' C ; ' k I TRIBUTARY INTERIOR EDGE STRIP PSF : / / ENGINEER IN ACCORDANCE WITH ACI 301 & 347 RECOMMENDED PRACTICE FOR CONSTRUCTION DOCUMENTS.ANY I I I I , , I ; E sf SF , > > �� ) SHANK NAILS @ 6 O.C. EDGE & 6 O.C. FIELD AT GABLE ENDS DECREASE EDGE NAIL FIELD ALTERNATIONS MADEPR10RT0 II I k,. , 1 I AR A ( ) ZONE (P ) a = 6 —0 ( CONCRETE FORMING . SHORING AND RE—SHORING PLANS MUST BE SIGNED AND SEALED 6EwGAPPRovEDEtYLouPONTIGofi III i I" ! SPACING TO 4 O.C. WITHIN 4 —0 OF ROOF EDGE . II. WATER WANDING OR JUKING DOES NOT CONSTITUTE PROPER BACKFILLING / AssoclATESMAYREsuLTw I ) BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. ADDITIONAL ENGINEERING OR ; i a 10 +30.4 —33.0 +30.4 —40.7 NSPECTIoN FEES. 1 IIi� 11 ; I k r `i',. .I �, , I ::: , iI i ' — 7 „ _ I i i �i { WALL MIN. /16 , 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, REINFORCED CONCRETE SHELL HAS BEEN DESIGNED BASED ON FORM STRIPPING NOT I`'III 1 li C I - III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE `'I - ,I, I I i1 I 50 +27.2 —29.8 +27.2 —34.3 „ „ � ; �," ,� I � ii FASTENED w 8d @ 6 O.C. EDGE P,ND 6 O.C. FIELD. SEE PLAN FOR INCREASED NAILING OCCURRING UNTIL ALL CONCRETE WALLS AND FLOORS HAVE BEEN CAST AND CURED. 1 Iii ; I ; s ,I ; / OWNER AND LANDSCAPE ARCHITECT / ENGINEER AS PART OF THEIR BID PRIOR TO i,I I, ' I II ID, k [I I ''� I ' ,I i l` ' ,I' REQUIREMENTS AT SHEARWALLS THEREFORE STRIPPING OF FORMS SHALL OCCUR FROM TOP TO BOTTOM AFTER ALL I i +, ;' i I o I. _ , ,I IMPLEMENTATION, INCLUDING AT A MINIMUM: r d 1 'I nl I ; `I I' I ' I II 100 +25.9 —28.4 +25.9 —31.6 CONCRETE FLOORS HAVE BEEN CAST AND CURED. STRIPPING MAY COMMENCE ONCE ' I k1 , I I` ' I' i ' i I ` {' �° THE UPPER SLAB HAS ACHIEVED A MINIMUM STRENGTH OF 85� OF THE DESIGN (1) AUGER BORING 3 MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. I 11 i ' ,� 1 {; FLOOR — 23 32 T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON If / {jtI Ii �� '�"f 1k il, s ' CONCRETE STRENGTH BASED ON THE LOWEST CONCRETE TEST I I ' i ,11'11 I j .1, I , I; 11 I THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE @ 6 O.C. EDGE & FIELD ( ) C , ,i (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL I I , i i tI I I�, WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE MASONRY SPECIFICATIONS: CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. CONCRETE SLABS ON GRADE: I ' �,' -1 I k. , jl STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE D 1 v 11 i k i, i I r II SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS '` ; I ;, 1 �" i I ,I '; IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED I " " 1 T T �' �> � CONSTRUCTED IN ACCORDANCE WITH AC1530.1 -05 GROUT SHALL BE IN ACCORDANCE WITH , ,I , I ` i I, $I LAPPED 6 AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL i 1 i ;! 'i COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, I 1' I i° 3 SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 1Y i+ IT I 1 I ;I POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /8 PLACED AT AN 8 NON—ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND 1 rl ' € FI° 1 I II L" ps. pi I,ilr IIS': . II, :. ' II i '6, TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR NOTIFY THE OWNER OR ENGINEER. I 11.. i} '°.i ": '. , .III �1'. i l .,I. I II i.� �I , 1 � ; I;, r SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): it 'i} II �� ; k,I. ,g ;-;I II 1 LINEAR INTERPOLATION IS PERMISSIBLE. I LI 1;1111,,. : I.; 1 , Ii , SIL, MAY BE USED IN BRICK VENEER. CONTRACTOR . SHALL BE RESPONSIBLE FOR THE DESIGN AND > :� 1 FO CO T OL C C TNG CUT A 1 SAWCUT INTO SLAB IN A 5x5 GRID WITHIN 12 HOURS {11111' 81 .!� s;. �.I f q. ;`C .k, I 1 ,�1'`�'L: R N R LED RA K �, , ,1 # 11. INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90 75, HOLLOW SUPPLEMENTARY POOL NOTES I ;Ir , {,+" I; ; :� 0 CO C CE T PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON p., , ..,; , I , L' L. �, ,. lilt, _ _ F N RETE PLA MEN i q {{ .,:.,,I • PLUS — PRESSURE AND MINUS = SUCTION. , �� :., I I , ,I 1 .}• ; 1,1 t. , ' at „ If'... C i Ei:,t ::r i , :Ig-t , ? ,t t i. ECTU D I L i, , .,•,: 1 . :r, .. ,. a i'. ;< „�.� — U TYP G ADE N-1 NOR L W I PRESSIVE VERIFY ALL DIMENSIONS WITH ARCHIT RAL DRAWINGS AN POOL DRAWINGS. 1+,11 . I I , , ,i k „I 11� I{1, LOAD BEARING (CM ), E 1, R MA E GHT, WITH A MINIMUM COM DETAIL 13 51.01. CALL EOR FOR ALTERNATIVE METHODS. 1 �I' 11;1 I�111 II 3 ,, I,.' Il,,i�k "7 L: II j,'{1 4 J i, ,. '. I I / ELECTRICAL, AND POOL DRAWINGS. f 111,1, Iw ,Ii ,{ 1 .I ” I ;,) , li , STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL ( I, II EI #, � I € l ; 1 ,'III THE DISTANCE a FROM OUTSIDE CORNERS OF BUILDING SHALL BE >> Q I 'll C 1 I II; }, REINFORCEMENT IN 5 —0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE i I I DESIGNED FOR EDGE STRIP PRESSURES. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR l 1, 1 .' :.I ,� , ' 1 I ;fII ''� BOTTOM OF COURSE OF MASONRY VIIHEN THE WALL HEIGHT EXCEEDS 5 —0 . PRE—ENGINEERED SYSTEMS il� �., 1I '' � t ' ' DESIGN OF PRE—ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND OR Ir; '1 ,', , I+ l a-I ,i i I%.,,J Ili 4 Ilal. a, - .. • ! I _., DESIGN OF WINDOWS DOORS FASTENING TO THE WALL FRAMING IS THE I :i ,, 't' 1; �' .j :� Ik, ' i,. , �` i 1 b i,f 1�,;€I / DESIGNED ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR „ 1 1,, III , l,; „ ,,. ,; ; ! ,; I ,, , { ,.;,;,,I MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, / ?, ' :.t , ,, i:. is s 11 1. ..> „ I .1 , € Ip >._, , , 1 - ...i 0 SIBILITY OF THE WINDOW DOOR MANUF. SUPPLIER & SHALL MEET I� 11 i 1 s, , I 1 ,fi I RESP N / / _ SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE a: :lila; , ,,I I, ,+ I; E GRADE N 1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING I I• , .I , I, , ,, , ., �; , ,. , ,! I ,, �,,:, THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. CONTRACT DOCUMENTS. �../ W 1j i1 ; r SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL I i I , SII 11 k1' `I i ; I .11 1' : II i' , VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN 1,` ' ! 1 f IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL THE '�°a` . , I I I REINFORCING WHERE PERMITTED SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE !'' ! ! I , i1 UM S ENGINEER SHALL BE NOTIFIED. �I, k ;' , 1� =!�I 1 lik, i GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOC ENT ` ` ' II '' i i I I I,” i, � I ' I '; 1 VEN EI\l-1L NOTES _ AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE 11''' 1'. ' 11 l,{ i� '; ;i'I, � 1 � k:`� WITH 4 @ 4'-0" O.C. MAX. AND AT EACH CORNER WALL END AND WALL INTERSECTIONS. 1 1 I I 'kl 1 L I k i, i, i t 1 I# a,t # , , ,.L I , ,, p} �.. 1�1 .. I ' �.k, , 11 CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, I 1: 1 i ' i i I { I i I PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY m Il 1 1I,V,I'I I i I 1 ,., W IIF ';k. a., Ii .I IT I 1 ,i THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STN D i� I I a;1'II I ;1 iI; d GI 1 d i �' 4 ,t r I N i , , t, II ' I l I I I 4 J Itt ) "n ° "1I 7 f tl !,il 4 I,., p, i. 11, t 1 k' +R ;ti I, I t , , I '' 71, .i 8 F { d 4 I: i I `e!, 1"fr1, kR11 kl I � ' , ', lI 1 cud a ,k I s I' y t" vi rtGIx }! `�ii ' I uft{,iiiPIa �r 1j!y ;, X41�,:'{�' t ,� i �.,-`I'�!R tI`�{� iu{''", i , kt{'.h1 74i; 1. u'jI iV}at,4�{`� ', �i FIJI' -kI,flj'.I�1�I. ;,!y'{i,.. � _ - _ ' �{`� , a+ , , n , t r ,, IkilY '1 yl , I r i s! o. i vIi I k .. , y f I, F, i ,I I� 1 3, Ill,l Y 9�'a 'Y tl R t Y-, ,,l�,l'i W 11= r rr, °' i79d.lrhl Y$ 9, ,o ISIr �`;9 , 1111 yy1,lisp,, ,°ll II I'.14rii;t r,:J?J ISI ,1 .1 '1 1 1^ I t1, I, 1,1 ,I I1,'.� I t}I Iy {,:il, I,I`.I ,t II'I '�I 117`gn�. �` ull' °Ir�l.�II 111 , 11.1 YI of a I,YyI, ' 1 lih I ,,,. 1:I'l„ .yi ) 1 I ,1I."tl l}I 'I,', l,., � t i1 9 I iJ ,y 41 I I'� " :.' k wF I I' IuII,C`Ir I.rji ll�IV,I ,,l,I„� r,b1 '�,'11 13 11 1 91'I, ,'i ,, I,r1,1^1.. 11'I, I,I ,1 ,C, ;1 a I,,1 , i '� 1{,, I ,I! T i I � �tti , li r. .° y�I :; ,It r 1 { 1t, ,, I EI i,I. �Illl i;I I id I, 116 -0 (SLAB EDGE DIM.) 1 a 3 :; � fl, ,. [@ 11 I {I # it I 1 II I 1 , 3I > ,� t i �, xt ill VIII I 11, (�fi., 1 ,1 g1 Iii l i f f {II�' :'.� , ,} , _:, FI h � ° ill; l,ll rl ,. , ! sl 'i 11. ! I � I L II' , „ ,I 50 —8 SLAB EDGE DIM. ' 26 —0 SLAB EDGE DIM. 28 —0 SLAB EDGE DIM. € `N.,ri. , . .. ; w. r i gg ( ( ) 6 0 'I 1 I ''11,I dl,`19 '1 r i:. yl 1,1,'ja, �r I,., If i 1 I I°{ 'iit, 11 II lli , I 11 y - Elm � 1'. ,� f. 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BOTTOM - I \ / ( A CONTINUOUS MAT OF 1 \ REVISIONS DATE I I I, {, I, i:s €1 1 1 I, ;I € r I I i N ILL I I I CD » CO w I I 11'i,III a [1:,,1I I ,{{ 11I Ill ,,II w » @ 12 0 I I I I Wi €„ ,•,< r ' 1 ;; II II ,. F' #4 c E.W. BOTTOM 1` 1: 1;1 Iia I ;' ; Il:l ( 1. 3 SPAN SPAN g 24 x20 CONC. COLUMN i `- m r; , I I II I I I I — I Q 1 I {111: 1 „ l ( { , ,-.? I I I ° w 4- 5 VERT. EA. LONG FACE 1�i �; I,'II �1 1 1 I II I `' S1.01 / # .�. i j 1 , 111i, o -� _ M 1, ' ' I l I ll , 1 1 ' hI. ' I'; € III I 10 I I I I I I 3- 5 VERT EA. SHORT FACEV 11 x18 IN WALL ICF T/SLAB I .`�I , l,l I 1iq 1 , {i"' '°I �I! I 1 ,. I'1, II ,s 1 i; 1 91�1 : I ,, I 1 1 1 1 1�'.'I i ""; {1 �' 1 I , III,, I': I ij 1, _ — , ,1= ;�, 11,1 1, f ;1:I `� ,,, 1,1 ,I. 4'� S1.01 HOT DIPPED GALV. ❑ 2 -6 (10 TOTAL) & #3 CLOSED I "y I COLUMN w/3#5 VERT. +17 9 I i 11; I ; I 1 1, G I gg I 1 L I+, I I I I I — l— „ I I I , dI y 11 t 1 , I ' ,; I , I I 13 � I'I III » TIES AT 10 OC. EA. LONG FACE, NAVD I ti I I y I 4x4xY STEEL COLUMN. w II I I' I f ,, I !" I �I 1' II ' l 4 9 ICF WALL I I` P '' + II I 1 I I I I I o » 2 0 (6 TOTAL) SEE 3/S5.3 I 1. kk 11 il' I li ! ( I I±L� I II" 11 ❑ 9 ICF WALL — — I , i : I,i 1' } , I,; .Ih1 I h! ill 1 t; .11 I, 1 €I, SEE DETAIL 2 51.0 „ ,III 1� i. . , �I, I ;� ; w I 1 I � 1 1 � '! 10 t, I i� !„' i `:0 ' ”, Ili i I,1ir, 11'9 i1 iI,y,lI iII a i, j.,i'y,,,, INIIp L.. 1 I rl $::. 'i ,''I ; i CI 1 {� rar;li �� 1 11p r •i' l,"��I fI 'LI I \ \ / \ , ' 11 1, , ;i ! 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' Is�. i�1;,1 I' I r1 Ili 1 1:11 I I,Ijj�I �1, �i, II il, I 'I'!I, ,'.; 'Il f1 ,1"1r 11';11,; � �- � I I I 1!I, ,a p ! 1` ,k° i r'I i' i I ,I , .91, R t 'ii1 illi,illi y — M MAKING ANY STRUCTURAL FlELD I t,It I' ,_" i t ' Y', .,, I,,,6,,s, ,,y{11 x11,,, I - n I. "I`Ifi, 8 „ » MODIFICATIONS WHICH MAY VARY I'V '1 li Q:li p'i,',�' 'i.. ! :1 ,1.11 1,11 r'I �; 1:� I , w I.I„ k',. I 11.1''r I116'i i u I ! i IIT � I qqII��! I,�i I4 it "� i EXTEND BARS TO WITHIN I 1I3„ OF TOP OF SLABY 7 STRUCTURAL zm£5R I .. , ., . CONCRETE SLAB 'I i � i if ti I T PILE VARIES #5 @ 12" OC TOP , I I Y , ' ' I LAN ' i f SEEP 1 3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 1 ' III 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING / � ' �lf �II� fii I I �, � � i° 2-#4 SUPPORT Ii Ir BEND OVER BARS _ #5 @ 12" OC TOP Lou Pontigo and I ! 1 hl it `1 " e Associates, Inc. i' I ! ! ,, I . INTO GRADE BEAM/SLAB i� EL. +17.9 NAVD EL. +17.9 NAVD TOP OF SLAB TOP OF SLAB • • • 42o Osceola enue � ' 01 il �, ; I I I � I ti • • _ J 6 I d 32250 .I I ' I r i 'I I • • • • • • • • • AV ! l f ;� -- __ ax. each, F ori a # Ph. 242-0908 Fax. 241-9557 " 4 @ 12 OC EA. � I I I #4 @ 12" OC EA. Q WAY. BOTTOM FL:CA# 8344 SC:CA#3579 7" STRUCTURAL o � / 2-#4 SUPPORT I w CONCRETE SLAB I • • • • / • • • • v �I / WAY. BOTTOM , 00 CONTACT US WITH YOUR COMMENTS } I{ f f N " PILE CAP SEE EL. +16.4 NAVD 041 , ii 11`{11 s, �. „ r \ --•--- / • ' C0�1 e ltltYxlIt -+� PLAN FOR LOCATIONS BOTTOM OF GRADE BEAM N� r,l I I 14 AUGER CAST PILE GRADE BEAM REINFORCING I� _� � Pfga. o w/ 6-#5 x - LONG w/ CONTINUOUS THROUGH `, 1 EL. +15.9 NAVD 1 -9 a ,>. mEa .°_ � ''O,�a fil "I GRADE BEAM REINFORCING, � Lf/a^ ` y 1 y #3 TIES @ 12 cc PILE CAP, SEE SECTION BOTTOM OF PILE CAP .; ; i'i l I 4 ( 'I � I,I 4 ISI ` ,PI�III' Illid ! '� 3/S1.01 14- 4-#5 TOP & BOT. W/ #3 r a, o ,Y �al h II �� li I -H PILE o No.s��1q I i 1 ' I'I l 4'. Ln TIES @ 12 OC I i I 1'� w IIOR P LE I OUTLINE OF GRADE BEAM I .�I 1 ANCH MIS A � ��pEf 6 4 f, ( • t !� �I a f ;I�` 1 I `,. SECTION 14 AUGER CAST PILE � I it, I I f I' p is ' I 1 it !, BEYOND, SEE SECTION r yF ! I 2/S1.01 PER DETAIL 1/S1 .1. SEE STAT ✓ 4 a'f,�n ON ! 1 w r ,r PLAN FOR LOCATION w � a � 1 -2 A� srI l`; ,`, ,I• i I i 3-#5 EACH WAY PL"Pliv4it a 3t ' I��I I�r I V i ABOVE PILE 2'_6» Oak 1GRADE BEAM AND STRUCTURAL SLAB " REVISIONS I tl DATE I 1 3• II , I 9 iii' , I 'i SS 1 y : '' ',i'-I BOT/PILE SINGLE PILE CAP AND STRUCTURAL SLAB t 1 I I 1� !,I1 -14.4 NAVD I ' la f I'. �I I i I ,� �II � ' TYPICAL TYPICAL POOL 1111 II HOUSE S E PILE ANCHOR R PILE , H or _ I SECTION 3 SECTION 6 r i � I I � I III rill,l'' I!!' -I �c.' f y' 1'...i '!I II 1 E L E VA TI ON „ , „ S1.01 SCALE: 3 4" = 1'-0" .I 9� I ,,. I. .. ,I IS1.01 SCALE: 3 4 = 1 -0 / na I ,z , ,, I� �`i I / � I 1 �! SCALE: 1/4 = 1 -0 FIELD ALTERATION » > .�� i i i �,Itf 4i I 1` CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO (', , 1-#4 HORIZONTAL @ 48 O.C. ALTERNATE SIDE ORIENTATION MAKING ANY STRUCTURAL FIELD 11 ICF WALL MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 1-#4 HORIZONTAL @ 48" O.C. (PROVIDE FIRST BAR 12 f / SEE 2/S6.0 FOR FIELD ALTERNATIONS MADEPRORTO ABOVE SLAB) / REINF. hill f{Si �:, f{II 1a I I i ` � f ,. I i C ALTERNATE SIDE ORIENTATION BEING APPROVED BY LOUONTIGO& X11 �I� I k i ,l ! r a 2-#4 SUPPORT / / R , (PROVIDE FIRST BAR 12"f ! I I / 1-#4 HORIZONTAL @ 48 O.C. ASSOCIATES MAY RESULT IN ABOVE SLAB) 5 DOWEL BAR WITH 6" 90° #4 @ 12_ OC 5 @ 12" OC #5 DOWEL BAR WITH 6 90° ADDITIONALENGwEER1NGOR I l I / # TEMPERATURE # / 0 Z- ALTERNATE SIDE ORIENTATION INSPECTION FEES. I �I ��'f' I�I I` ? 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"I A BOTTOM. - �� I CONCRETE SLAB • • • /.i ' OUTLINE OF GRADE I� .I BEAM BEYOND, SEE I o aI WAY. BOTTOM , - w TOP OF SLABQ/ . H ,'� v EL. +15.9 NAVD n. MONOLITHIC CONCRETE BOTTOM OF PILE CAP LUJLJ I E . +16.4' NAVD SECTION 3/S1.01 • • • . GRADE BEAM, SEE PLAN 1 2 \� 7 � S BOT OF GRADE BEAM GRADE BEAM TOP REINFORCING C° ��' i FOR LOCATION STOP GRADE BEAM BOTTOM "I CONTINUOUS THROUGH 3013 • • �\ " I P ( f REINFORCING AT PILE J U 4 j�; GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 " MONOLITHIC CONCRETE I 'I j SEE 3/0 01 3-#5 EACH WAY #4 @WAY. BOTTOM GRADE BEAM, SEE PLAN EL. +16.4 NAVD �' ABOVE PILE FOR LOCATIONS BOTTOM OF GRADE BEAM I: Ir V I . ow- #4 @ 12" OC EA. � T 1 3 II I » CAST PILE I 14 � AUGER , » . BOTTOM WAY G GRADE BEAM REINFORCING _ 1 9 PER DETAIL 1/S1.01. SEE 2'-6" SEE 3/S1.01 it a I GRADE BEAM AT EDGE CONDITION PLAN FOR LOCATION W GRADE BEAM AT RECESSED SHOWER I� I� .I SINGLE PILE CAP AT EDGE CONDITION D W _ I 6 SECTION ) 4 SECTION 5 SECTION 1 m S1.01 ll SCALE: 3/4)) 1 -0 { E „! _ » S1.0 SCALE. 3 4" 1'-0" I , ; S1.01 SCALE: 3/4 - 1 0 / Z E ' i1 Iia � it ILII' ri 'I I I . fI c 1" DEEP SAWCUT w/ I I r ;1 ,1 II! ! ELASTOMERIC SEALANT ' ( ' SLAB ON GRADE, w � I SEE PLAN I i 77 j #4 @ 12 O.C. Or CURB ; EA. WAY. BOTTOM 7 STRUCTURAL r n EXTEND TOP w 1 5 CONT. AND 3 _ I i` CONCRETE SLAB » / -# # EXTEND TOP REINF. 31" MIN :a I #5 @ 12" O.C. REINF. 31 HAIRPIN AT 8" OC. INTO ADJACENT GRADE BEAM 3" CLEAR �- _ 1 8 STEP .'I MIN INTO 2 CLEAR / #5 @ 12"mc TOP W/ STD 90° BEND i � � � I W STD 90° BEND i - ADJACENT NOTES: ' i y 1 III EL, +17.9' NAVD 10 SLAB w/#4 1/3 SPAN TOP REINFORCING . • • • Q i I, �` GRADE BEAM I I 1 -0 w 1) PROVIDE SAWCUTS TO CREATE I I J APPROXIMATE 5 X 5 MAX. SQ. TOP OF SLAB " WAY."TOP Bc BOT • -' , • • • " 2) SAWCUT CONC. SLAB WITHIN 4 TO En CO _ 12 HOURS OF CONC. PLACEMENT. I 1 , 11 s, � l i I I y" " 00 Ig p 1 I J • • • • • • • I ---- I'7 f » f ItI� , I li EL. +16.4 NAVD �,_ 2-#4 SUPPORT I 1 9 ; I !I ISI BOTTOM OF 1,_g„ " SAWCUT DETAIL " 2 _O K13 i I s . I 1 �, I ; c a GRADE BEAM i I III 7 STRUCTURAL GRADE BEAM REINFORCING, GRADE BEAM REINFORCING " _ V-10"' ! GRADE BEAM REINFORCING, CONCRETE SLAB GRADE BEAM S1.01 SCALE: 3/4 1 -0 ! SEE 3/S1.01 BOT. W 3 6-#5 TOP & BOT. W/ #3 2'-0" 6-#5 TOP & / # I I „ TIES @ 6" OC TIES @ 6" OC CONCRETE COVER DETAIL EXTEND TOP REINF. 31" MIN ' GRADE BEAM Wz . 8 STEP INTO ADJACENT GRADE BEAM �� : i�r I I I I I L #5 @ 12"o.c TOP W STD 90° BEND 1/3 SPAN TOP REINFORCING g1" Z FOUNDATION I � G �1 �!, DOOR 11 SECTION 4 Ili `j ,II ! ; ; i' 7 SECTIONrg GRADE BEAM AT GARAGE " DETAILS » „ S1.01 SCALE: 3 4 = 1 -0 f-- S1.01 SCALE: 3/4 = 1 -0 / II I Nil i S1.01 SCALE: 3/4 = 1 -0 " Q AV z . 'f I OUTER BARS. WHERE I ,4. » DO NOT SCALE DIMENSIONS FROM { EXTEND TOP REINF. 31 MIN / „ REQUIRED 2-#4 SUPPORT • • • • O THESE DRAWINGS.IFADIMENSION Is UNCLEAR REFER TO THE INTO ADJACENT GRADE BEAM / CURB POURED � " i ' 1-#5 CONT. J » ARCHITECTURAL DRAWINGS OR #5 @ 12"o.c TOP W STD 90° BEND MONOLITHICALLY WITH v 7 STRUCTURAL I o Q CDNTACTTHEE.O.R � 1. r / 1/3 SPAN TOP REINFORCING / a' • . • . • • PLAN NAME SLAB • a� r CONCRETE SLAB I U EE ARCH N d EL. +17.9' NAVD j >> ,> >> » • TOP OF SLAB 0 " 587 BEACH AVE. 273/4 DEEP x 36 WIDE L U - ------ • • . a a . 2 CLR SHAPED GRADE BEAM DESCSNiDRK LNicLAP KED f • • -•_ , • • , I Co REINFORCING, w/14-#5 AS DATEi t ' o •` " " Q 2 LAYERS OF SHOWN & w/2 SETS OF (J1 02/04/14 `� J I INNER BARS 6 MIL VAPOR BARRIER 1' 2" I " #3 TIES @ 6 OC 2-#4 SUPPORT • • • . • • GRADE BEAM REINFORCING, • • • • (LAP SEAMS) CONTROL NO. I SEE 3/S1.01 U 7" STRUCTURAL GRADE BEAM REINFORCING, 1�_6» EL. +16.4 NAVD EAM 1'-3" Q/ TRUSS ID. ) I CONCRETE SLAB 6- 5 TOP & BOT. W/ #3 2 0 BOT OF GRADE B SLAB REBAR PLACEMENT _ TIES @ 6" OC 3'-0" �. LPA NO. SECTION TO CONT-12-00356 !' 1 �b this ' SHEET ;?is 1i, 1 L, ACCOM M OD ATE EXISTING STING PILE 8 GRADE BEAM AT RECESSri0 GRADE BEAM AT GARAGE 12 SECTION 14 Ni � „ , �, S1 .01 I % S1.01 SCALE: 3 4 = 1 -0 S1.01 SCALE: 3/4 = 1 -0 O SHEET 3 of 12 S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" / I I I I I N I I 11 I 14 y I I I 11' I i I 1 I 4• I I � I � •: , i r � All, y � I ,iilr { � ./ IILJ f »T/GONG. CURB+17.57' NAVD32 06 1 0 3' 8'4" BREAKAWAY CONC. 10' 2'SLAB w/SAWCUTS @S .02 I 5'-0"ox, SEE 13/S1.01 d r-- - - - - - - - - - - - - - - Lou Pontigo and - - - - 3 I I i i i Associates Inc. f I 1 i I T/SLAB � I 420 Osceola Avenue I +17.73 I II I - - - lax. beach, Florida 32250 PILE I I I I 13'-10" PILE TO I I Ph. 242-0908 Fax. 241-9557 I NAVD ':) f - w ----- - I FL:CA# 8344 SC:CA#3579 - I I ADD. f4@12"x '-0" ADD. t4@12"xl6'-0" CONTACT US WI"IH YOUR COhINIENI'S kj I' ( 1 CO�IMENTS @ LP-A.COM C I �'; - � 1 I 1 � I I I a I I I 1 ARCH DESIGN.STONE AS PER „yi.1t�IC§=„g)))/)„ � r I I a491 .�, r 1101 �� r - - - S1.02 I Lq I ^ d I 141-0" 5°'` __ p� I00 I �- I I I - , , . t , I I I I I \ `,y® , e I I I� I I I I I I I I i----- - WATER LINE �� \\ Tid ° 1 R r y z 14. e ► ' i CO C I^ I \ T N cv SEE 6 PILE TO PILE I 13 ! I CURB I I I I ---L_ - - - - J L_ - - - - - I I I 6' 4/S1.02 I g' BOND BEAM �N` +17.57 I . I 1 �-. �� I I ro y 3 t i � i I I SEE 5/S1.02 �, ��' +w 4 •;. I I I I NAVD _ POOL / "✓,. 1� �fS�lr1bf�"eai' ^ I I /fit i9iii ISI - - - - - - - - - - - - i I �\ REVISIONS DATE (D 12x22 BREAK-AWAY CONC. `° CURB TO SUPPORT WOOD 7 2 1 ___ I FRANGIBLE PAVING, DECKING, SEE DETAIL 1/S1.0 S1.02 S1.02 TY � _ -� ---- SEE ARCH h/ I , , 6 CONCRETE POOL I II , I C 4 SLAB, SEE 4/S1.02 I r I r 1 r GRADE BEAM BEYOND L, I r � 1 CONC. B RB T CURB e I I FIELD ALTERATION / CONTRACTOR SHALL CONTACT LOU I k EL. 16.90 NAVD i - ' PONTIGO 8 ASSOCIATES PRIOR TO �, f I MAKING ANY STRUCTURAL FIELD S WHICH MAY VARY „ MODIFICATION F - - - -- - - - - - - -- - - - is - I I - -- SEE 1/S1.0 FOR REINFORCING S E C TI O N FROM THE INTENT OF THE ORIGINAL r 2 CONSTRUCTION DOCUMENTS.ANY - - -] - -I-- - _ - - _ - FIELD ALTERNATIONS MADE PRIOR TO 4 2x8 SYP No.2 c a S1.O SCALE: 3/8 = 1 -O ASSOCIATES MAY RESULT IN � » , » BEING APPROVED BY LOU PONTIGO 8 ` FOR �OUS[_ AT 16 O.C. ADDITIONAL INSPECTONFEESNGOR I I;II. II I FOUNDATION I k` SCAN-DEFER I \_ SHEET S1.0 7 I b I T I I ( I , I I 'I , i i I I I I r , t• f I , In I T/12x22 BREAK-AWAY I ,: i CONC. CURB I i , I I 5 NAVD - T CURB EL.+ 17. 7 l III: / J I � SIMILAR SEE 1 S1.0 SIM S / °�• ;i I, r r , , , it I x PATIO PLAN R I POOL AND EXTERIOR (9 i I Z , I II ; - SCALE: 1 �4" 1 '-0» . I U , I I , , QAll 1 -2 3 4 12 -9 1 4 1 -0 I / / #A@ 12„ .�C-E-- LD W- - 6-SAAB-w 4-@-1 SEE ------------------------ , z. • I F 12'-9 1/4" 3 -2 3 4 73/8" WOOD DECKING, ala TYPICAL AT STAIRS, OC. EA WAY ENTERED WATER LINE 6/51.02 �� I WOOD DECKING, 7 3 8" 3'-2 3 4" / \ I I , / / SEE 7/S1.02 SIMILAR. HOO EA END I I SEE 5/51.02 SEE S1 02 I P00 SHELL ----------------- -_ � - --------- 5 12 L ^ I I v 6„ SLAB w/#4 @ 12 v I ^ I I I OC. EA WAY CENTERED 1 , VERT & # 4 @ 12 U In o co HOOK EA END h I a I I ► j �� OC HORIZ. EA FACE '- --------------- POOL � ------------- --' i- -- --� I I -I SEE i SEE 22 BEAM I r ' 46x20 GRADE 8x I I � 8/S1.01 w/2-#4 TOP & BOTT. & I 8/S1.01 / z BEAM w/7-#5 » @ 12 O.C. 00 UPS Z , 3 STIRRUPS �\ I - , TOP & BOTT. & # 1 !'',,' #3 STIRRUPS @ 36x20 GRADE BEAM I I I I �� \,/ » WOOD DECKING I I I ��j /� 8x22 BEAM 193/$ MIN-19Y2 MAXx37 DEEP r l 12 O.C. SEE w 00 6- 5 TOP & BOTT. & \ ` \ \ \ S E C TI 0 N LJJ I ii,//i��Y\//i,/i. I w/2-#4 TOP & BOTT. & 3 BEAM w/3-#4 TOP &� BOTT. -----------' & 3 STIRRUPS @ 12 O.C. I--- I . SEE 5/S1.02 / # GRADE I I = = I I 3 STIRRUPS @ 12" O.C. # Ln 4/S1.02 SIMILAR #3 STIRRUPS @ 12 O.C. BEAM -00-_ °° h________ _ _ _ _ ____-� # - S1.0 SCALE: 3/8 = 1 -0 SEE 4/S1.02 SIMILAR BEYOND II i I °� } 6 CONCRETE POOL SECTION c ;I SLAB, SEE 3/S1.02 ; I I, I f „ I S1.0 SCALE: 3/8 - 11-01) _ _ 3 -0 1 -0 1 3� 2 4� U I - I 4 . N ?-,• I I r I I I.I . .I i l ? •^. . �I�� . i • I I t I r t , ^ t d I 00 #4@ 12 O.C. w/STD HOOK CONCRETE I 6 STRUCTURAL E.A. END AS SHOWN d F i t J a , • I OL SHELL WALL I Po .�.._-. d OL PO I j ^ #40 12" O.C. E.W. PILE a • s3 °`r' a 1'-9 " f TYPICAL AT STAIRS. �' I 4 @ 12 O.C E.W. 1 o d' FOUNDATION I I `BEAM. a I •12x16Y » # 4 I a , - c I 6 BED _ SEE ARCH I , TYPICAL AT SUN SEE PLAN FOR ADDITIONAL 2 4 T0.!? d 1, • / # . � 4@8 O.C. I. z III REINFORCING AT INTERIOR a ° # PLAN Q SUPPORTS. RUFFS 6 Ie ,. CENTERED & Q#3 STIR L. 4 HOOKED TYP. ,,� ,d �-- SECTIONS ° PILE PAVER STONE AS PER V-0))» ° o Q ARCHITECT DESIGN 1 -0 Q12 a 'O.G•d a 12x20 BEAM Q 64� #4 VERTICAL @ Q a z DETAILS w/2-#4 TOP & BOTT. & q ° _ 12 O.C., CENTERED I k 6 STRUCTURAL EL. 17.73' NAVD ti . #3 STIRRUPS @ 12 O.C. SEE DETAIL DO NOT SCALE DIMENSIONS FROM I L ° CONCRETE SLAB WATER LINE EL.+17.57 NAVD N �I- - -r T FINISH DECK d THESE DRAWINGS.IFADIMENSIONIS 4 I ! f ? cu d d / d ° SEE DETAIL y v a 4 4/S1.02 FOR O UNCLEAR REFERTOTHE 4 HORIZONTAL @ n_ , . a a. k` I T/CONC. CURB Q d ARCHITECTURAL DRAWINGS OR , -d ---- 6 STRUCTURAL _�; _ pl # I ° . ° ' 4/S1.02 FOR ° d d REINF. (TYP) O CONTACT THE I' I i 12 O.C., CENTERED . . �' CONCRETE SLAB ----_ ° I E I � u � � Q REINF. (TYP) � -N------� U `\ ° - - -- v d d •. y °' �.a .: r • PLAN NAME I 'i ° la 2x8 SYP No. 2 a 4. ff V' - .f I. d , , d % d 587 BEACH AVE. I a I tb @ 16 O.C. �'I � d oo U I , k q d p d O 6 WATERLINE-/ b f' ^ „ I d I �7\ DESIGN/DRAWN/CHECKED I II ^ L 00 - `y d l 4 I T LE I - � U d a IVd� •I SEE 4 S1.02 I, ,i ro I #4 @ 12 O.C. BOND BEAM w/4 #4 ^I / EA. WAY CENTERED °I • x • . m* CS• CS KJL LA I CONT. & #3 CLOSED i i� FOR REINF. (TYP) i� I. v . ° . GRADE BEAM, DATE SEE 4/S1.02 I . ^ I 4 SEE PLAN I 4, I BEND OVER VERTICAL #5 #4 HORIZONTAL @� TIES AT 12 O.C. (TYP) 02/04/14 FOR REINF. {TYP) CONTROL No. �I q AUGERCAST PILE REINFORCING 12" O.C., CENTERED #4 VERTICAL @ (� - �/ TRUSS ID. 30"x20" GRADE BEAM INTO GRADE BEAM/SLAB 12" O.C., CENTERED w/5-#5 TOP & BOTT. & 2f-6„ 14"0 ANCHOR PILE, SEE 1/S1.01 GRADE BEAM, TYPICAL STAIR STIRRUPS @ 12 O.C. Yµ ITT #3 S (TYPICAL 8 LOCATIONS) 2 -6 SEE PLAN 2 -6 �. LPA No. TYPICAL COPING/EDGE DETAIL POOL COVER SUN BED CONT-12-00356 I j 30 w x 20 d STRUCTURAL GRADE BEAM AT EDGE �- 1 i I SHEET 7 SECTION ' I 5 SECTION 6 SECTI ON ° • ., � ' II 14 SECTION » _ ,_ „ � S1 .02 „ » „ 1.0 SCALE: 3/4 = 1 -0 S1.0 SCALE: 3/4 = 1 -0 S1.0 SCALE: 3/4" = 1'-0" S1.0 SCALE: 3 4 - 1 0 SHEET 40F12 It i I I I , • I I I I , I i , kl I I I•II . , �I, , ,I ;, " 1 , k i r .,i. - I w 1 m I I 1 .-I 6 I i i qij , ; 'Iq y,I up 1; " 1 1,1� ° l, I 1 P l l" 1 'a �( I '' I 'i*� 4 �', .I �� dl � v'��p I I .,� e a 3 , Ir I I , ., J i i: 1 II. �1 .r' +x- - r x �,5 k I ,( I 11' I ` �iI I, ,1 5 1 , , r PRE ENGI NEERED ROOF . ` t { S5 2 ;,u � I k €„ I , I l TRUSSES BY OTHERS , 1... x . # � '' . :' 18 x24 CONC. COLUMN x i f .�,< ,.a?rr- l I _ _ . -- ., - - - -, \ 3 ORT 1 �" _ �� w 3 #5 I �� - -- - - - - - - 1, FACE 4-V5 VERT EA. Lou Ponti3o and WALL REINF. S5.0 S2.0 # Associates, Inc. �I �, SEE 5 & 6/S6.0 BELOW BEAM 1 -6 LONG FACE (1O TOTAL) & I It I i T_YP_. _ "I 'I # 420 Osceola Avenue W ALL RINF. 14 LITE-DECK CONC. SLAB SEE 4 S5.3 TYP. 3 CLOSED TIES AT 10 OC. » •1 - lax. beach, Florida 32250 BE OW BEAM w/ #4Q12 O.C. E.A. WAY _ . . . . . _ -—T T —— r r-—1-1— T Ph. 242-0908 Fax. 241-9557 SIEE 4 S5.3 I YP. T.O.S.= +111'-6" 1 T 8-61 1 1 1 I I 1 8-61 I I I I B-6 I I FL:CA# 8344 SC:CA#3579 11 A, I I I I I I I I :� , Ii II II II II II II _ _ I I I I - i t I � I I I I I I I I I ^4B CONTACT'US WITH YOUR CObtt<tENTS I t -- -- 1 1 I 1 1 I I-I 1 I 1 1 I I I I I I I I I C011IMENTS @ �h-A.00N1 ; C T-= 1 TT- I 1 I I I I I `\ I B _ 1 t 1 I 1 1 I S5.0 II I I \ I I - _ �I I I I I T I I I I ,-I I I I 1 1 I R -- T — --T --- - - - f --LL_ Jam__ -- — I 1 - ti3:� ,. labor - II I \ �� \ I Imo' yf � � -H -- 1- I-I S -- ;,.�� ssE;� ��j�� I I I 1 �- �- I �._ I �r17 - E�� I-- _1 \� \�, 1 1 1 1 I I' , \ 1 --------- -t ---� ----I-t- --- - - �, ---7 -- rt--- ------ L -1 - - 1-- y v v ,� B h i 1I - �a � '<,� 1. ( d I I B-1 I I\ . I 1Q I I - 'r! I ,R�`o-Ta 66•� ;,� Oi 1,r1: :I L �I I I I I - I I 0 ;�_, I _�ryZ I q I I I y , � " �. w N I 'I w �- I f� r I I I I I I I I I I r ., A I \ I I I I�i I tw >- I Iw m I ' _ n4 � ' � •�- � , i; �` I �I I I- I - I I I 1 I I r�1 ( - I I I EXTEND B 4 TO FAR . �. I I I o N " i, ilt� , �,. �. �a ,r, I . „ �\I I I- 1 1 1 1 I I �I F- 1 1 1 1 1 1 I I 1 1 I-1 I I 1 �` \I I I , I �.- 1 I I I +\4 SIDE OF BALCONY T.O.B. � t3. �'`;. - • : II I.'II 1 :';� I' l tl €,' I �' II I Q I I I I I I I I I I I I of I I I i `'f o I L\ , I .. 1, ,;; A, 5 I I---I-{- 1 I 11 I 1 Q I 1 ¢ 1 I I - ' 1,€ f� I I: ,. I, I. k � I, 1 �I I I I I 1 I I I I I I I I I F-I I I I I I I I 1 1 I I rF2 �.. �� I I , u1 1 'I' r 1 I Cn _ I--�� 1 '� I I I I �I I I I I STEP DOWN AND SLOPES Fc. V � 0 I I 1, is' , r„r, A 1 1 I I I I I ' , -I I I I I d t, # -'il ,� ,'. ,I I` 'k,1 I �, I i 55.2 1 I -I 1 I I I I I -I 1 a.; 1 1 , L, I I �� I o �I t 1 I 1 1 I A 1 1 1 1 1 1 1 1 1 � I , 1 1 1 1 AS IT EXTENDS PAST B- � 1 I 'II 9 I � I O 1 I; I 1 I I , I OI I I 7 e N �,�111 ) III �; 1� N _ , I l 1 I - S TA A ,( ` ,, I 11,1 1 . .�. .�i; i._ r \I I I- rn II I-- l I F - 10 I I I I I I I � . r A� I,I I r ,1 , I I I h �I I -1-f-_-1-- 1 1 1 I- I , T •w a I '....I :I �.; 11 ,N I I —6 --,.� I I I ,-1 1 1 I I I , P h ew 1` 'Il vv, A, 8 3 I 1 - - I I f I Im I �:> C., ° 3 <' cv If I I I I I , I vI ----1 1 1 .a � i, �I , •I \ I N I I 7v 1 1 I �I I 1 1 1 1 1 �I I �' 1 1 1 I I I I I I I 1 •eo t ': t I 1 ;"1, Ii , I I cV / 1 1 I I v\ 1 1 I I 1 �i I I I I I 1 �i I I I �1� I�l v I I I 1 I Ipp `<�:V11 pp{� ;•� v r '` ,,,,,� 4 1.�� a ,.;.�'w�gee s, I ,. I I I I I I \1 �I I I a I 1 . � �1d A' �` - >>' 4 \ I"-��I I cD ' I 1 �1 I I I , 1 I I °iiri n�1 C ` .:�`ti I I I I > �.- L 1 I m I I I Z I I m P , I I, II I I I ,I I a1 I I I I I , i t I �I i i I I I I I I 1 I I I I I T I I I I , I i I 1 il� III I I I I I 1 I I I I 1 1 `� I I I I I I I = I- I� =i' Il ' i- I 181 0 1 I !i I ISI 1 1 I 1 f 1 1 I I I I I I I I I I _ 1 11 I REVISIONS DATE i � I I I \I I I, 1 11 I _rm - ---- -�---1 �, jm1 1 `. I I I I 8» WIDE RIBS ARCH STRUCT I 11_-I_---, , i I I I / I I 11 I I I 02.04.13 I ( \v I I L-i I I I �I , I I I I . 1 1 I I I I I I ! 0 3 1 1 1 �`--l-L---+-1---- -+---J-1� 1 1 1 �--- I I i N U I ( l i i I I I I 1 j 11 I I I I I I I I I 1 1 1 111 11 ,L I1 Q I I I I S5.O I 1 SEE 1 S2 I I 1 1 1 1 11 1 I 1 1 1 I I I I f I 1 1 1 1 1 i I I 1� I I 0 FOR 1 1 I 1 I LOSE . '� / m 1 1 I \ II II I � 1 1 1 COLUMN ENDING 1 �I I- —1-I I I REINF. AT OPENNING 1 I I I I_ 11 1 1 1 1 1 I 1 I � I I I w I 1 I f I 1 1 1 I k 1 I I I I j j AT THIS LEVEL w �\ t o I I To 5 \ Q t�o I I I I 1 3 1 I I I I 1 1 I I 1 7 3 I f l I I 1 1 A 1 I I �- I I 1 I I I I \ I I � I I �I 1 1 1 1 I I S II11 I I \ S5.2 S5.0 7\ �, �I I I I 1 1 I 1 I IS5.01 I 1 1 I I 1 5.0 mI I� 1 1 65.2 I 1 1 1 Q T� I I I f I Ir ��, m -I I d I I I I 1 �I I 1 1 11 I O I 1 1 11 I I I I I I 1 • II I 1 1 I k t TI � ��' ��I 1 I I -�--a-_�1_J I 1 I -L `� --J LL__JJ -LL -I 11 1 �' -- - ` Si� I: " I I ,I�F' -_ � Q---- I " FIELD ALTERATION I -.1 =W'.I '.:r ,�, I.,.. I L.. ._'d,4.,. I :i - - ,•rS .; c .. . . . . . . — -- — �� - -- - A I (A{ , ,i,r ..,. _.r 1 L. ,. L 1 r . =L7-T--77 _ - � �- - -_ - ---- _- -,.,... \�� V i .111 I... r; �I 1 -- ----------- - _ _ --------- -- ---- - _ �r I I t �� k A V �\ v�c�t xCvC.. ��Z e��C�v��''�'��, �v v< � .`,I i.I ,.I a1•, 1 �I;p, F�, -;1 , „ , ° . ,'. 1 I .=t. , ;.' I I� I — -- — —— rrrrr.r.rrrrr�r.,,r c,rrrr,rc�r�r rrr cc. — — —— —— — �— -- -- -- CONTRACTOR SHALL CONTACT LOU _` I ;� , ,,I I. 1.. �, �' I . 111 . I 1 I I ' t I % �— - — _ I B I 11 �� 1 T I �� I ' PONTIGO&ASSOC RTES PRIOR TO I I I I I I I I 1 B_1 I EXTEND B-14 TO FAR MAKING ANY STRUCTURAL FIELD L I I MODIFICATIONS WHICH MAY VARY Ia I I I I I I 1 1 OI I I I I 11 �I I I ! SIDE OF BALCONY T.O.B. I II II II II II II II II k 4 ( FROM THE INTENT OF THE ORIGINAL � :I 1 I I I COLUMN ENDING I I CONSTRUCTION DOC I u 1 DOCUMENTS.ANY I I II I I . ��: 'I� ' IC r � I I STEP I 1 1 1 1 1 1 I I 1 I I I _ I I I I DOWN AND SLOPES FIELDALTERNATIONSMADEPRIORTO I AT THIS LE VEL 1 Q I Q I BEING APPROVED BY LOU PONTIGO 8 I .'� ' ' W L' 1 1 1 o1 1 I �t 1 1 1 1 o1 1 1 1 i AS IT EXTENDS PAST B-7 I ', 1 1 1 I 1 1 1 1 I I ASSOCIATES MAY RESULT IN I j I ;11 I ,i, is I i zl� I I w l I I I I ( 1 I w 1 1 1 I ADDITIONAL ENGINEERING OR I "` { I I, I; i I 1 1 I I I I I I I I I I I I I I I I 1 F-I I f\1 I I 11 I I I I �_I I r`1 I I I I INSPECTION FEES. j 1; I I I I I I I I I I I I I I I I I I I r� " EXTEND TOP & B TTOM REINF. EL.+111'-3Y4' - --- � I I I I I I I I I 1 1 1 1 I I I QI I I I QI I I I 1 I y . 1 { ill l 1, , 9 ICF WALL \ I I " I1 i II ( SEE 2/S6.0 FOR FROM B-6 TO FAI SIDE OF -�=t=�- 1 1 1 1 1 I I E XTEND B-41 1 1 �I 1 1 1 1 1 1 1 4' 1 11 �1 I 1 I 1 I I n '` ` `IIFI I REINF. i BALCONY & PRO DE 6" 90° I FROM HIS I �-I I I I I � I 0 I I I z : \ BELOW SE� 4A S5.0 LU r__. I - - V / I I M�l T FAR 1 1 01 I I I I I I I I 1 1 1 1 �I h ' HOOKS AT TO I I I 1 1 I I I �, I I-I I I I I ` 1 � \ I P R INF. ONLY. 2x12 JOIST 24 O.0 I I 1 I I I I I I I I I — I ;•V CONVENTIONA FRAMING 1 1 1 S14 j OF �QALI.C�ONY1 11 1 1 1 1 1 1 1 1 1 1 11 1 Q_ PROVIDE (2)-#4 CO 'TINUOUS w/#3 U ATTACHED TO VL BEAM - 11 1 1 I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 11 S5.0 ��- ' - f I _J y I BAR FROM EA RIB OR SECONDARY _ ] I 1 1 1 1 1 1 1 1 I I 1 1 I I I 11 A 1 I I I 1 1 1 1 1 I I I I I I I I I I I I I I I I I I SL E I I I 1' I SLAB POUR I I I I I f I I 1 1 1 1 11"'x42 COLUMN It III � \ I I I 1 1 1 1 I I I I I I I I I 1 1 I I 2 II 11 II II II »II I : � c� V ALL PERPENDICUL R TOP REINF., T 'B EIA 1 1 1 1 11 1 1 I I I 1i , I A ' 1 1,a---�y 1 1 1 1 1 4 1 1 w/6#5 VERT. I SEE 11/S5.0 :D I I T/BEAM \ �I w/6 90° HOOK I TO BEAM I I .I---- r�1 \ 1 1 1 I 1 1 1 1 I I I I , I » __ -___ - -_ _ - -- g 1 EL + 11 I / 1 1 1 I 1 1 1 I t 1 1 1 1 1 7 , I I 11 I 1 EA. LONG FACE 1 I N J I � 11 i LI EL. 111 6 ,r• ------ ------------- __.__ _ I 'I I I \I i I I I I I ; I �� 1 & #3 CLOSED TIES I O l � I t I I I I I. I I I L I ( rw rr..�r�_r ,rr ��r_rrr____rrr�� I I I I I I I I 1 1 1 I I I » ' 1 Trc r��, r�ccr ;err�crrr�e�e•�r�r�r I 1 I © 8 0.C (12 VERT. I I , _ _ _ _ _ _ _ 2x10 LEDGER ASTEN TOV ) I 1 1 I I I I I J I I ( 1 1 1 1 1 I I I I I I I i t l 1 _�x ---- =-----X--`X_x x -X d X BEAM w 2 ROWS OF ! ` I I� ) / I °-- d I _�.__� /( ) I I I I I I f , l l I . I TOTAL , SEE 3 S5.3, I ( W 1 d d �.I I a . 4 II 11 1 » » I II II II \ I II II II d 11 I II I � , /., d .I I I 5/s x5 TI TEN H D Z I r I 1 1 1 1 1 m 1 I 1 I I il I 1 . . I , 4 a d. i ;. a STA T R INF. OF EA I I 1 1-----1'f I I �.1_ L-C I I I I I I I I I I I I 0 I 'I �a I I ANCHOR @ 10" O.C. TAGERED » L. 111 {�Y4 g 7 ROM I I 1 1 I �I F� AR 511 I 1 1 I I 1 1 1 1 1 I I I I ___-I I I I I I �� d . ; °. • HSS 5x5xY4 I II II II II 11 11 11 11 11 11 11 II II t 11 I > 3: I II I 1 11 • • r I r ; . P ,1: I I� al i n I Is STEEL COLUMN A JAC NT EA 1�1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I I I I I 1 I 1 1 1 1 1 1 1 1 I I � illI. °' 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 I I I I � ' � , �I I I I I I 1 IT � 9 I� ___ i 14" IT� DE K INC. SLA Ip01 I I I I I I I I I 1 1 1 ! 1 11 I " - -- - - - ---= CONTINUOUS I EXTEND B-11 1 I I I- I I 1 1 I I I r ' Isil l {,I "! `i I 4' I ff - - - 1GITUDINAL #� 12' O.0 E.A. WA I I 1 I FROM THIS L- p I I I I I I I I I I I I I ��0 :[ W I 11 �, _ it I" ! 11 x22 CONC. EDGE BEAM T:O.S=+111'=6" 1 1 1 I i o 1 I I I I I I W I {, 1 11 R I w/ 2-#5 BOTTOM & 3 ' REBAR SEE PLAN 1 1 1 COLUMN TO FAR 1 # I I I I 11 1 1 SIDE OF BALCONY I Q I I Y) r 1 j B-8 B-4 SHOWN AS I Q I I^ I I I 1 I 1 Lei I I I I 1 I v [n I I I I 1 1 I ' r-1 I I I I I Il'1 � ' 1 1 '� I CLOSED TIES AT 6" O.C. BEYO D REFERENCE ONLY, 1 1 1 1 1 = 1 i I I COLUMN D - w I I I 0-I I I I I II IIIII II II II II w 1 IN ADDITION TO TOP & BOTT. SEE SCHEDULE. 91'x18" N WALL ICF S5 0 0 1 1 1 1 I 1 i i¢ --- 1 Q of i AT THIS LEVEL REINFORCING OF B-6. 1 1 - 1 1 1 1 11 1 I I I I I I I r, I I I I 1 1 �I _ I It� � 1 � 1 iJ , I� OL MN 3#5 VERT. I I I 11 Q 1 I 1 I 1 1 8 1 I 6 1 1 1 1 1 I I� `--1 I 01 I I • I 1 ' 11 1 I I l l in w U I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN I II °i , 1, Q I m I L 1 E LO C FACE, (6 1 1 1 1 1 1 S5.01 1 I t-I 1 I I 11 i l o l l 1 1 I EXTEND B-11 TO FAR SIDE OF BALCONY 11 II 3 S E CTION T TAL), S E 3 S5.3 I I I 11 1 I I 01 I IBI-11 I I 1 1 I 11 [2 h �I 'I i2 it 1 -- ,--"r�1 I f 1 1 I- 1 1 1 1 I 1 i ' 1 I ( S 5. I �' - (Il ' 'I I iI I I I T-1--I- 1 1 I p - d I 1 1 1 ' i :1I I I / I I I - _ I -11 1 S2.0 SCALE: 3/4 =1 -0 �\ _ -rI �rrr r crr r .� . �I t.�� \ d S _ !- . 1 ss$�T - - -•- rr� r� re _ _ I 1 I I, i i :\�.1 I I Q r -- - Q � r I--�- �-- -1-1�- `l- 1�--�-�---I�- � r I �,��=a z i '� I� I 1 CONCRETE SLAB w I �I 1 = I I I �T- -I- -I -_J w } 1 I I Iw o-I I I I I 1 1 1B-111 Il v. 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I I I j I I I I I I I I I I I I I 'I I I I I L . . �11S B w 12 C I I �C 'T I I I 1 1 1 II I' 1 6 1 -6 6 2- 7 B4OT. CONTINUOUS 6" 1'-6" 6" v. I 1 Q ^I I I 1 I o I I I I� 1 Q I I I I I 4AI ✓ 1 1 1 ,1; �, I I I I 1 # 2- 7 BOT. / I I w t,� IEA WAY CE1NIED. COLUMN ENDING ,> T WALL v, I I I I I. I I I I Ii. I w/ #3 U TIES @ 12 O.0 CONTINUOUS �:? I I �I I : 1 1 I I 11 1 1 1 I I � I I 1 1 1 � I I I I 11 1 �� I 11 I I 1 1 I I 14 LITE-DECK SLAB SEE ARCH I I I� • .I 1 0 1 1 1 1 1 1 I I I 1 = I 1 1 1. 1 1 +XTEI 36#' 11 TO I 1 1 I 11 I 1 1 1 1 1 1 1 1 1 1 T AT THIS LEVEL ; l i I 14 LITE-DECK SLAB \ I I ' I a a o . . .I 11 `t 1 I 1 1 1 ) 1j, I I 1 1 � I _1 I I 1 1 1 1 I I I I I F-J 11 I I I .'.'.I I I �,DJ. ISLB ICI 1 LL 1 I I I 1 '�1 I �:1 I I d 1 1 1 I 1 1 _ I I 1 1 I I i i of i i I 11 1 1 1 i 1 I ( E - I „I. ' \!�1 I 11 1m -I i 1 1 1 I I _ I S5.0 . . . . . . . . .I 1 1 SIDES 1 1 1 1 1 1 1 1 d 1 - _ XTEND B 11 TO FAR \i I I 10 O I 1 I I I I I ,d I I I I m �t I I I B 1(1 SECTION NEAR SUPPORT , ,, �tl- . I - � y� 1 1 L I I/1 I I I I I 1 1 1 1 SIDE OF SECTION ��_s t�- m� 5- _= --L- --- 1 `t� ��4�1 � t I BALCON Y II II II AT MIDSPAN ccc� c - _, r- —� .m _ -4.51 c- I_ -L .__.-- 1 i I ( I I i 1 1 'i ,, J\.SSS CC- .1. .cccco,c-. ,cc c ,ccc ccs r . - - -y .s_�.,_ r�»..��4 i%s_�-_r-_o. ...._ �c .--�. - rr. — ———— I. 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S5.2 s , m # " I I " O HSS COLUMN - _ FRAMING I cV 2- 5 T= 0 BELOW BEAM I -- --- - - -- - v7 ---- - -- --- - -- 1 1 I ;I. i 1 1 I I I . _!, L v # VER 8 SEE PLAN - - - - .�. - __,v _ - - — (- �/ SEE 4/S5.3 TYP. �___ �___�'" '' " = __— ______-._ �_.__--- _-- _-- _ = Q PLAN I 1 „ _ - I0 ; (' I 4 I V 3 ,� Z I I 1 TO SUPPORT B-16 ' CANTILEVER B-11 CANTILEVER B-15 , ,r L1 I � : 1-#5 T= 8" OR UNDER ' CANTILEVER B-12 14" LITE-DECK CONC. SLAB 3 „ EXTEN - 10 TO SUPPORT B-16 TO SUPPORT B-16 0 I T/BEAM Co? WINDOW STEP DOWN /4 AT FROM THIS S5.0 DO NOT SCALE DIMENSIONS FROM k I , 2-#5 T= OVER 8 , » _ w/ #4C�?12 O.C. E.A. WAY 0 HESE DRAWINGS. O�THEIONIS ' EL. 111 -3%4 , » SHOWER WINDOW WALL TO FAR I 1 . I I !. I I ; CL _ T.O.S.= +111 -6 SIDE OF BALCONY CANTILEVER B-19 ARCHITECTURAL DRAWINGS OR 1 d CONTACT THE E.O.R. ` \ / T = WALL OR SLAB `' O TO SUPPORT 8-16 U [ 1 I IJ I � . I ( 1 THICKNESS N B-16 PLAN NAME -) o " 3 „ 6" CONC. WALL w/#5Co?12" O.C. I I I I fQ 9 X8 X/4 W/ � 587 BEACH AVE. I i 4-1/2"4sx81g WELDED SECOND FL�OR FRAMING PLAN VERT. (PROVIDE 2-#5 VERT EA LU ( ' I ' HEADED STUDS p DESIGN/DRAWN/CHECKED SCALE: 1 4 = 1 —0 CENTERED. DOWELS FROM BOTT. cs KJL LAP 1, I f ' : i : I ,�I! �� 5" GAGE (TYP) d „ ' » END) & #4 C� 12 O.C. HORIZ. I SEIIICOND FLOOR GEGEN D DATE I 1 , I I I PLAN NOTES: OF B-16 TO MATCH VERT. �1102/04/14 , l I ADDED REINFORCING OPENING IN 1 1 TOP OF FINISH F R ELEV '— CONTROL No. I 1 I I ' HSS COLUMN ) L00 ATION +111 6 DENOTES CONCRETE ELEMENTS ENDING AT THIS LEVEL. I CONCRETE WALL OR SLAB WHERE MAIN 2 - �! - /4 SEE PLAN ) SECOND FLOOR SLAB TO BE 14 LITE DECK CONC. SLAB. REINFORCE WITH 12 TRuss ID. i I Ill : I - I 1 REINFORCING IS NOT INTERRUPTED. #412 O.C. E.A. WAY PLACED 2 FROM TOP OF SLAB, W/2-#7 BOTTOM CONTINUOUS " 1 I I„' �, (TJl/JJl/,; DENOTES 11 ICF WALLS ENDING AT THIS LEVEL. ;� . I ii, j iI 1t I� I I 1 AT E.A. CONC. JOLT, AND 2-#7 TOP AT E.A. CONC. JOIST AS SHOWN ON PLAN. Q - 1 ?Ir` I ' .II, 11� C ” ,; 1 D E TA I 2 SECTION 3) FOR ICF LINTELS A[ OVE OPENINGS, SEE 3/S6.0 DENOTES 9" ICF WALLS SEE 2/S6.0. LPA No. 1. ' 13 I II I l I,I11 4) FOR WINDOWS/DOORS OPENINGS, SEE 5 & 6 S6.0. ' CONT-12-00356 I 1 S2.0 SCALE: 1 2" = 1'-0» / D „ , fr 'I I I I1 IiI 1 „I / S2.0 SCALE: 3/4" = 1'-O" 5) ALL BEAMS SHALL HE CAST MONOLITHICALLY WITH LITE-DECK SLAB. �� DENOTES 14 LITE-DECK CONC. SLAB, SEE A/S2.0. SHEET , 1 I I B-# DENOTES CONCRETE BEAM, SEE BEAM SCHEDULE ON S5.3. II'� (. I 1 , - I IN S2.0 iI I I I O SHEET 1I. I I OF 1 5 12 I I I 1 If 1 I I 1 .' r I 1 1 { II II I I ( ,I l ,: ,.' I I k ,1 'I .. � : :: :. :: ,. I lull i i .I .v i .�. I. ,.::.._ _, .. - .. 1 ti I` : I I I I . g 1 ;', I I I� : I � , , >_ I I I � Ir , :F �� I ,I �I� I I I 1 4,I � � F'� , I � � 9 I I II , �i� I ;I I :I w pmt: D �''' ,u,�`1_ .s , ) ��'d J- F63 { k�,Y 8 ? rd L} ,y a: I � u ILI I ��'; I d, � , � u ! I! , , i I% 1 i ., . t .t.a�'. I a I I . III �' I I ;,I 12" LITE—DECK CONC. SLAB WALL REINF. �rw ss,t�ay iI,! . it 1- I it p' I<1 f ' I ;'� { I, ISI E �` Ii� ` w/ #4@12" O.C. E.A. WAY BELOW BEAM , � �� < I _ I T.O.S.= VARIES SEE 4 55.3 TYP. » � � �I 8 SLOPED ONC. 11 � r T/9" ICF WALL, " EA. WAY 1&oc. COLUMNENDING LEVEL Lou Pontr3o and I, 10 T/9 5 Associates, Inc. I F I I I I I » 1 EL. 125'-0" EL. 123 44 S5. S5.1 I 2 B OTT 420 Osceola Avenue II I I I I I II , °I � I � 2 0 i I 'I I 11 {,I �i - Jax. beach, Florida 32 S I t \ ,_L I , 11 ;,I� d." 1. '.l (------rte- -s -�-- - �-�- - - ;-- 1- ---- i - —� — —) -----� -�- i' ,� 1. 'I° 'I 1�! ' �� I- �\ �� _ Ph. 242-0908 Fax. 241 9557 S5.2 FL:CA# 8344 SC:CA#3579 J I I I I\ / ' " 1 1 1 CONI'ACI US WI"I'H YOUR C0,41 1EN1'S �I �' 1' h; I �) I � -- �i I Q I #5x6 -0 @ I Q f� r I . �'� I ' I I I I I I I � ' I I I �!�'11111` ' a, ' d O 12 OC. TOP 1 I I1 I I I, ;� 1 I r `- - - ---- - ----- - - - --�-� O J I I ��. PRE-ENGINEERED ROOF , I I— I I I I I I I I I I '� ;` °„ h TRUSSES BY OTHERS \I I I I LJ I� i I 11 i �' I I I ', s _•,, :� I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I O I I I I I 1 X5 @C \,� /V °93ryx �t '�,d d )) O i t ;. � � 1 I I I I I I ISI Im II 1 1 1 I 12 O TOP �;" t� 1 ` _ -� 5x6,_0„ @ I I I , Ii �;; . I I I r I H I I 1 1 I I I I I I I I �r •� ,b # I I I I I I I I,�--- I 101 I� I I I 5x3 - @ `$9 A3 _ 12" OC. TOP I 1 1 I 't m l I I I I I I2" 0 TOP a ti 'I d � . :�� 1 � u 10 I II 1 1 1 1 I b " 9 : it �I I I I I I I I I I I I 1 1 I I \ ISI IF I I I I I I I _ y +F � t r� by C:)i: 1s , I I I I I I I b :I ) ; q I 1 11 I I 11 11 I I 1 I I l l c-I 1� I Iu71 �,-r` t�l I w..� ,v"r.�<,,,,, n" + ti4' "`, I I I , �� 1 I I I I I� l i I I W IW I 1 N 1 �� I \ I cD `_,� ,�::"-.. �`°`' I 1 ,.1 N . 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VARIES I 11 I ') 11 ( I I I I I I I I - --rt-tr - I I I I 1 IIt I �� 1 I I I 1 1 1 1 I I I I T-_ I I I I I I I I I I I I I I 1 I I I L I I I I 1 [it I,j 1I { EL.+12 7 I, I 1 Q d2 0 l I I I 10 I T BEA � I , ` ' I EXTEND' TO 1 W I I I I I I I 1 1 I I 1 1 1 I I 1 " 11 , I I I FART SIDE IOF I I 1 Q_ in I I 1 I 1 1 1 1 I I I I I I I I I �I iu7 I �1 I ' I'I' ��' l , 1111 II II o11 I COLUMN I I I - I I I I 11 I I I ml I 1 �I 1 I, �1 I I 1 1 1 1 1 1 L,� v% 1 1 I I 1 1 I I I I � I I 1 1 I 1 1 I I I �_ I Iy 11� ' 1 i , I I I 00A � J J — I— �i' I, I I: I 1 1 1 FIELD ALTERATION t, 11, I I , ! " , .II `\� A --U _ �7——I— CONTRACTOR SHALL CONTACT LOU I .i. I t m- cr-ccrccv \ vvv vv 3 - PONTIGO&ASSOCIATES PR OR TO I I - i v v'�.vA v:•.vv v •� vvv evv� .vv. MAKING ANY STRUCTURAL FlELD . 9 �� • I-°-I _ I I m I I I ( 1� , ,;. iI " 1 � Cl I I I1 B-20 I —I I I I I MODIFICATIONS WHICH MAY VARY I I' j „ 7 I I I FROM THE INTENT OF THE ORIGINAL „ CONSTRUCTION DOCUMENTS.ANY 3 STD P P I I I —20 TO FAR FIELD ALTERNATIONS MADE PRIOR TO I {Iil 5 I I I T/BEAM 3 STD PIPE Q I EXTEND BEING APPROVED BY Lou PONTIGo a I I I 1 II I. I I OLUMN 1 k" �I , _'I ^ I 1' I 1 1 — COLUMN o SIDE OF BALCONY III I S5.2 1 I EL.+125 344IATES MAY I II{"I ° ' N �� ' I 1 LI I I ASSO INSPECTION FEES.LT IN { j s I 1 I 1 ADDITIONAL ENGINEERING OR I a� �3 i. �I ;i , i I, t T/BEAM, —� I WALL REINF. I I Q 1 1 131 , I II'' ; 1 , I I BELOW BEAM I I I 11 I » I I kl a , , , EL.+122 644 Ii I 14 LI — F—CK C.QN_C.SLAB_ pI I - ( I I a-I I I I �I -I J I111 I ' II I SEE 4 S5.3 TYP. 1 I{ II', I� I I'` I r'CN4 0 I I / 1 0l 1 11 I w/ #4 12 O.C. E.A. WAY I BELOW T.O.S. VARIES ,11 i I I 1 1 I I I I I p )1° I , I m I I I ( I �� I. J XI I I I I I_1__, I I I a II 11 ,I I -I I �l I F �, I� Ij, t � i i F I` -----I I �, �!: I I I I, n � , I 11 ,. I it � . � I I 1...1. I! :. � � : I I I I . / I I l I I Ii , 3. � I I. !I �: IrI I I I: ; I I . I � � I� r� i I l u I I I I I 1 0 I II II I I I � I I • 1 I Jr-)I I 6 CONC. SLAB _ (1 I 1 I, N I I0LU I w 5@12 O.C. E.A. 11\ I I X I 1 I I I /# I T BEAM m . I F , . I 1 � I 6T3 I I 1 WAY CENTERED. / ml I L_l ___1 EL.+125'-3Y4" 11 1 1 1 1 I `I --- - - w/90° HOOKS E.A. 6 END. T.O.S. +122 9 W I I I 1 1 I S5.1 I � , I II II II I L11D �~ I, � � �, , I F , i I . \ I � � r : �i : F T/BEAM I I ,� ;I: I i „ - 1 1 I T BEA � " I I . ` :t t�, ; I EL.+122 —644 I I I I 11 1 1 I / I ,� - I � ,' CONCRETE SLAB w/ HSS 5x5xY4 ALUM. & GLASS WINDOWS DOORS & I 1 1 ' �, I 1 I I EL.+12 '-142" _ � " I ! I 'I STEEL COLUMN __ z < I 1 I I I is { I ? 2 7 TOP FIBERMESH @ 1.5 II II II I CONNECTIONS DESIGN IN ACCORDANCE TO 1 1 1 f 1 I #5x3 @ i" 1 I I I I I 12 0 TQC LBS/CU.YD. THE DESIGN CRITERIA PROVIDED ON SO.0 TO 'I < � 1 � 1, ( I C , I; # ( � ti../ �° ACTOR AND TO I I I I _ I ` I ;i ! I;j . I _; I' : w/#3 fl TIES @ 12 OC. OV IDED BY SUB—CONTR ]: I I I I;{11� . I I , i I � � #4@12 O.C. E.A. WAY BE PR I I —r- — ' 2 —0 BE SUBMITTED TO E.O.R. FOR REVIEW. 1 I r ^ I. I i, II L I AT EA. CONCRETE JOIST I i i 1 1 I I I BLOCKh G V 1 2 -� CENTERED IN SLAB. I 1 1 v 1 I; I i! I I 4' {, AS SHOWN ON PLAN TYP) I I 1 1 FOR R LING SEE ARCH. I U m 1 ,, I` r I I W �� r ?I �: t n _ a —L 1 I ( I I'I %rte 1 r a. a 11 I 1 1 1 1 Q � I I I f a q d a WALL REINF. 1 1 1 1 I— vh LI o I i I , I1 : 1 I BELOW BEAM I I T BEAM 1 1 1 1 I I ' U I 11l II 1 o LITE-DECK 0 1 / , I I I. 1 I 1 n = SEE 4/S5.3 TYP. I W I I LITE-DECK JOIS EL.+122 -9 1 O � I I I , . . I I I F— I IIs J01 S 1 1 I I _S5.1- 1 1 w� 1 1 I M �- » _ II II I W » - a - , :� ' 6 1 —6 6 2—#7 BOT. CONTINUOUS 6 1 —6 6 2—#i BOT. �—' ' Ill 11 *1 11 - -+� z ` I I : I w/ #3 U TIES @ 12 O.0 CONTINUOUS _ __ ___ • '\ , Z [%*I',. 14" LITE—DECK SLAB 14" LITE—DECK SLAB 1 `� / H \ B- 1 11 i t BI-123 1 11 I I Q I- I I I 1 1 I a I I I- vb 1� 1-I '� ( I I I 11 • 5 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I I I I 1 1 I I I I I I I w >_ I I 1 1 1 m � , I 1 1 Qa � ol 1 I 1 �I I I I I 11 i i i i �- � o T �� I I I I I I I I I I I I ,I 1'1: : 1^1 1 1 SECTION NEAR SUPPORT SECTION AT M I D SP AN rn < : � ' O I 1,� 1 I I 1 1 1 �i I I I I I � I J I I I I , I I I �- I y �� I I I 1_1— I I 1 1 1 1 I I I I U) I I I I I I I Irl -I I I I I » II I f j ' , ,4 {, (1 I II d a , » i qI I I r ,3 I I , A 5x6 —0 @ , I 1-'-I _ 1 I 1 1 1 �L- f 1 �I1 1 I - , t �` I � SCALE: 3/4 =1 -0 # ' I I I I 1 I I I 1 I 1 1 10 OI = = 1 — I I I I I 5x3 —0 I _ I 12 OC. TOP °° I I I I 1 1 I 1 1 1 1 I I 1 1 I I-- # Iz I 1� : � I I, � ��';, I 11' � k C _ I I I I I I I I I 1 I I I I I I , » I I I I I I I I I I I I � 1 1 II- I , I , 1 1 II I# xRj �- IC}a I 1 11 I I I I I I I I @ 12" II II II » II II II 1; I : . i I v ' I I I I 1 C. h� I I I I 11 1 1 I I OC. TOP I I I I Iq h'I 1 1 1 1 1 I,, "� !::I , I I I I 1 I I I I I I I0 1 f-i--I I 1 1 1 _ 1 1 1 I 1 '' t i E CONCRETE SLAB w/ 7 ' �I _1-_-_ 1 1 1 I �__��i i i i i i i I I I I-� 1 1 1 �I — I I I 'I S5.1 ` I I ro I I i I I I I I I I I 1 d I I I I 1 1FtI �' 11 1, I I I I 1 1 1 1 �I I I I co SLOPIEI I U1 t FIBERMESH @ 1.5 ' �I ,I I I 1 11 , : I I I I 1 1 1 1 I I I I � I I 1 1 I I I IM , N �I I I 1 1 I �1T��I P 2#6 TOP LBS CU.YD. I I I I ' I III I I I I I I I 1 / 11 i 1 I I 1 1 I' I I 1 1 I I I I I I I I m m I I { I I Im II g I 1 w/#3 '(1' TIES @ 12" OC. �` I m I 1 1 1 I I I I I m I I 1 1 I I I I� I , I I I I , » E. WAY ` 1 I 1 1 1 I I I ,1 �I 11 I 11 I I 4@12 O.C. A I I 1 1 S5.1 11 (AT EA. CONCRETE JOIST 2'-6'� CENTERED IN SLAB. —D I I 1Q ' 1 1 1 1 I I I 1 1 1 1 I 1 1 1 1 1 1 -K-„ 'i I 1 1 1 1 1 1 1 1 1 1 I Q ` I 1 11 \ I I I 111 I I 11 11 I AS SHOWN ON PLAN TYP) _\ IN I_=7 d- I - I I I 1 II I F- IN q,, 1 I I I SII I -I I- I—I - -I I I I I I I I I. -I I I I i-`— I I I I I I p q r i I I~ 'f - - I I 1 1 I I lel I I a Q I I I I 1 1 1 1 121 I I 1 1 I I 11 1 1 1 I Q I �� 1 1 1 1 1 1 1 I I F-I I I I ";i 1 Is ��1 I I I I I I I I I S .1 1 I 5 1 I 1 1 1 �I I I I I I I I I ¢ I � , I I I V I I I I I 1 1 ,� m - I I I I 1 1 1 I 1 I I 1 1 1 1 I 1 1 1 - I' O I I II II I C II II DE K I LITE C II II I I O I I I I I 1 O Q I I -� I II II r r I I II _ . . - - - THIRD I , LITE DECK JOIS _\��- -- - — —I —L I t I-I- I -� S fit- I «1 ��~ = =�— 1 1 1 1 I[ I I I I 1 iI ) \ �\ ti11 JOTS » » \ _ \� � \\z\L __ 1�tc �?�i\�L� 1 i._I�I_ L� � � �� _ Tl� r - 1 I 1 1 I 6 1 —6 6 2— 6 BOT11 *1 . CONTINUOUS 1 6 6 2— Ei BOT. -� r—r— —r r- r T j # # -23 1 B- 3 1 I B+23 I ” B-123 11 1 2 FLOOR �', CONTINUOUS I I 1 I I 1 1 I I I I I I I I 11 I I I I I I I ) w/ #3 U TIES @ 12 0.0 I I I I 1 1 1 1 I - 1 1 1 1 I Z II II II II II II II II II I I f' , 'I I 12 LITE—DECK SLAB 12 LITE—DECK SLAB I I 1 I I i I i 11 I 1 1 I / n ^ _y. I I I I I 11 I 1 1 1 I I �• - 0 FRAMING I II � I II II I II 11 I II II II II II II II II II _ - ' I , �, I � , { 1 hI ' i ' PLAN ,s, I , I ..vv,y,...,�.yv,v •vy ,..,..v,vvy .vyvv„ ..v .v v• v„ v :., vvv ev f I ti I I .. I S CTI ON AT M I D SP AN SUPPORT E SECTION NEAR v:, z .... . . . . . ... ... .. ... p . E II , , B-29 , 1 1 I I I g » » I • — O I I k � 1, 1 I. DO NOT SCALE DIMENSIONS FROM I I I i WALL REINF. THESE DRAWINGS.IF A DIMENSION IS I I SCALE. 3/4 —1 0 Ii;,:1 I i I � II�I ,1 I WALL REINF. » BELOW BEAM 6 CONC. WALL 12 LITE—DECK CONC. SLAB i I „ BELOW BEAM Q UNCLEAR REFER TO THE I iI I SUPPORTING B-29 w/ #4@12 O.C. E.A. WAY I r ARCHITECTURAL DRAWINGS OR I CONTACT THE E.O.R I I SEE 4/S5.3 TYP. T.O.S.= +122'-9" SEE 4/S5.3 TYP. 0 `I, I Illi I '`' 1 . 11 L PLAN NAME IF , C THIRD FLOOR FRAMING PLAN 587 BEACH AVE. j " — ' " DESIGN/DRAWN/CHECKED �� SCALE: 1 �4 1 —0 I I1 11 CS KJL LAP I PLAN NOTES: I 11DATE I. 1) TOP OF FINISH FLOOR ELEVATION, SEE PLAN. THIRD FLOOR LEOEN D o2io4i,4 I 2) P CONTROL NO. ' I 1 12" LITE-DECK CONC. SLAB. REINFORCE WITH #4©12" O.C. E.A. WAY PLACED 2" FROM TOP OF (� I r 1 — I � j DENOTES CONCRETE ELEMENTS ENDING AT THIS LEVEL. � � E.A. CONC. JOIST TRUSS ID. 1 ) I 1 I I 11 I AS SHOWN ON DETAIL B. - I I , DENOTES 9" R 11" ICF WALLS, SEE 2/S6.0. Q it II I I 14 LITE-DECK CONC. SLAB. REINFORCE WIT #4@12 O.C. E.A. WA LACED 2 FROM TOP OF LPA NO. }.1 I;�1 11 { IIII II,` ' ' I ( I SLAB, W/2-#7 BOTTOM CONTINUOUS AT E.A. -#7 TOP AT E.A. CONC. JOIST �� DENOTE 12 R 14 LITE-DECK CONC. SLAB, SEE DETAIL A OR B/S3.0. � CONT-12-00356 1 II I:1 ;{ � III, AS SHOWN ON DETAIL A. B- DENOTES CONCRETE BEAM, SEE BEAM SCHEDULE ON S5.3. �' SHEET (+ { 3) FOR ICF LINTELS ABOVE OPENINGS, SEE 3/S6.0 # Q I; 1 I li� , 4 FOR WINDOWS/DOORS OPENINGS, SEE 5 & 6/S6.0. IE I ) i' ' I I 5) ALL BEAMS SHALL BE CAST MONOLITHICALLY WITH LITE-DECK SLAB. I NS3.0 , � I I IFi Q ,1" SHEET 60F 12 I iI � I 1 1 i, �" II I 11 7 I` I I I ), - I s I 11 I II 1 i� I 1� lit 1 °: I �I I+ I II��I i I� �_, I , r I, J I I .. I {, t , I I II r 1 1, , I = I l r I �� I , � I IG ,I; I ¢( I 1 :' a *' < a I i � F I ! 11 ) j �. y 9'111 1 11 a �� .�:��. � ¢ p§ I s ii i 4 l �I �i e I 9 A ,� t o I:. I: ' gym. x ,z i I. I 'i I I I ' p I I3 ? as d I I�r �� I I } J r. ..-, :.� I 11 r] I I .. Is I I it I I L: 4 : i i, 4 iI a }rr I LouP O O ��, [ i1. I I nti8 and : I ' r r I k. rl E ," I i Associates, ] nc. 6 � I 1� II` 1.r III. , , =� i I I I � I ,r @ I Ili 9t 4 € I ,l. 1 I l I , it i 1: 11 I J �il"P III II 1 r ig i r 420 Osceola Avenue L. I�I' l ''� �, I � I �' ;'� E '. x i 1,I I I Jax. Beach, Florida 32250 , 1. # e Ph. 242-0908 Fax. 241-9557 � Ili . }f II I � I I ` ,, f r I I I FL:CA#8344 SC:CA#3579 _ I . �f [ 4 l�I 1: I , SII III ` 8t I I S 111 I I, ppp I11 I I , I I �,I I I GON"I'ACI'US WI"fH YOUR 1R COAIAIEN1'S _ �� 0 I 1 C0�1 NTS @ LP A.CO�"1 I I , 1 I 7a.° / I r b Z - . .5 _y�'a � co nangu .. �! I I '' / r. k pp I 1 I I ��` W) �� .b -, i III 4, I I. I I I I �` ooam4�� 11 p �� g�s++�p�� d , I11 I �x 4 I i € 1 `.m1' Sys I I I I I �' gg (� III I I 1�� " I m ,I I I w I' �� 'I � I I I d, '� I `— F2 a� a� O d I I t " � r'` t I �"�k ,« . ___ I 3 I �� I I �'� 6 1 "' ,� ,�` `� I - <, � �� ,- { 1 � e I ! I I ��dlldpiEliR 1 91 ��ti�� I ' I. - f I 1 1 J ,I I I f I g' 3 r I 6 REVISIONS DATE l COLUMN ENDING 2x8 SYP 2 C�7 24" O.0 AT THIS LEVEL # , _ _ _ _ _ _ _ S5.21 _ _ ARCH STRUCT 1 I I �,I f I j' —I''I 0COORDINATION 02.04.13 � , I' I — — — — — — — —11, — , V I1 . : I MC10 22 III .�� ! 1 1 1, s I I ' �I 14 ! 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I 1li , 111 - >I—_ 's, A __ I 1 : Is --- __ -.--.---' -- { Z l ! �A \� \I } �I 11Li s I W IC r-� M < I I , I - Lnr I i j r I ,I - 1 I - _ .j I 1' t i I I Iit I� I I 1 COL MN C NDIN I I I L I , . } I I li 1 ` L k I�. 1 AT THIS LEVE ,li 1 , - I I z I j 1 I }" I 1I T/BEAM= Q I t'. I tl h'.,,I I r ri l (' Z 11 �i J 1 — . I % 0 +134 3/ >, I 4 , I I I ;.i I 1 I? i. 5 I €I I: I 1I n � I I !. .I I l U I; I I I,I I,I 1 I.I w I — I I d ` r I ,c :s, I i;ll I �`I �.. �i1 1� 1 ,I I '01, i,, f I [ 1_ 1 j T/BEAM= m mo - I I m I I i' I` II i C I, I � I. i I. '— '� I I - g +134 0 cn 1 ,. If 1 Y2 1; 11 'Is I Iis S 1 i III III } ; 1•'I 1 I I I j� I 1 I I I I. I �1 I �� 11 : 11 , IIII 1, II I ROOF I 1 I[ I , I. 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I I Q _ iI II , i; I DENOTES CONCRETE ELEMENTS ENDING AT THIS LEVEL. I 1 i LPA NO. I I I ` � I � 11J j I I CONT-12--00356 a ; ,� 1 � �� DENOTES 9 OR 11 ICF WALLS, SEE 2/S6.0. I IIS ', ju, i SHEET J 11 i� I I �i 11 I I - 1 . 1: 11 ,1 �I $ I B—# DENOTES CONCRETE BEAM, SEE BEAM SCHEDULE ,ON S5.3 I r I I (� u: S4,0 I t'o�' � � I II: '. ; I I . ,� �. i I I f l '� Q 9 ,itI i, SHEET 70F 12 I it I: I it I I I I I I 19 �` 11 1 I I { P e^ I; f , 1 1 t; I 1 I I A 1 1 it �at I 1' r P _ I I r L '„II 'I I� ,� i I �p �° `t , � �II r I1, t'11 I �' y {I; 1 C 1 �, „ , i,. .I .f -. ., _ ._:.. _.., :I ��1� 1 III �;,. r. ,_.., I. ... _ - _ - E ,. . _- .. _.'.:� :. .. ....-. --. _�-,- �__ ' l 1. .11��.0 1.-:[1 _— —� ,.:;:.—___—_� — _.—__:� -...,_. ,.111 I}.: JSul t! Il: ,11 P: 1 II � lI I I Y � k 1, 1 1 I i I��m I i, i I : , � , 1;I ,i 1� 1 1, 1 I,� I, p:;. 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SECTION 4 1 I 3 S ECTIO N 1 �I�' I ,I E » 1 » I i 'I: I I, I ff f 1, I 4 .� S5.0 SCALE. 3 4 —1 —0 55 _ » » / 0 — „ , SC » ALE. 3 4 — 0 1 1 S5.0 — — I, -11 / SCALE. 3 4 — 0 , i 1 I; I; { I / S5.0 SCALE: 3/4 =1 —0 I'llI k 1 It'il,, ill - I� I i I I I 1 :1I I1 �� , , I I ! I II : � , : I 'l 1 � 1�lil! .1 ,, �� 1 1 ;,Il �,i I I i : -I : � ! I I1 ! it n II ' : I : ��, ,� ' ,: ,,I I 11 , : I I 111 : � �; 1 � I I � � l : � I 11 I � I I u I : 11 ,�' . I I : I , :; I I 1.11 ': : ' : 1 : I : � N I I I ] �„ , , :, f -i I hill, ! , f : i ! II I ElI ! 11 I 7 . [' ' I i I ii , �� ; : �� I 1: I •. - ,,. - - • i :l , � : IIII I 1 , 1 I t II , . 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I { ' I \ \ # AT TOP OF ICF \ - z \ AT TOP OF ICF \ . ' \ I '' WALL TYP. \ \ 14 " LITE DECK �d i I WALL TYP. \ II _ — 2 4 CO 1 NT. AT TOP C , , , \ 14 LITE DE K F # \ SLAB, SEE PLAN w I I \ 11 ICF WALL SLAB SEE PLAN OF ICF WALL TYP. \ . \ Ih I I 11 � I k I _// - . 11" ICF WALL EXTEND VERTICAL WALL SEE 2/56.0 FOR \ :;•I ' \ . \ EXTEND VERTICAL WALL �'�' In � � i I I ''II i, I 111 I SEE 2/S6.0 FOR :1\ REINF. UP TO 3" BELOW REINF. 11" ICF WALL REINF. UP TO 3" BELOW I i .I REINF. TOP OF SLAB SEE 2/56.0 FOR REINF. TOP OF SLAB z I I I ?I I , I , 1 1 I II 9 I '.1� ' 4 g I 7 �' �I < � 1 E W I 5 O I SECTIO ,I iI11 SII 14 , N 6 SECTION ON SECTION ON 8 SECTION ON I ( � I I I ifi55.0 SCALE: _ a a> 11 1 1 I S5.0 SCALE: 3/4"=1'-0" E. 3 4 —1 0 » 1 / S5.0 SCALE. 3/4 —1 —0 S5.0 SCALE: 3 4 =1 —0 U iI i 11 1 iI , 1 t'1 I I 7, °` u r r - / I i,ii ,) it 1 L 71 j ''1I 9 ! e 1 11 1 4 ,r 1 l I I' I l I I I ; � I � 1�' I I q I � I I„ I Fit Ill I F 3 I I I� 1''r il. ^ t I E ' I. 1 „ 11I 11 ,,il� ! 7t , 1 I 1 I;:, = I I. 1 kl 9 ICF WALL SEE SII , Ilif'if 1I. I II 2/S6.0 FOR REINF. I I! I \ \ 9" ICF WALL . i I ( I� TOP REINF. w/6" 90` HOOK \ z SEE 2/S6.0 FOR \ 1 � 1 I \ INTO EDGE BEAM, SEE PLAN REINF. \ z , \ ELEVATED 11 I i v _ I Ii'l 2'-6"x2,_6„ „L" SHAPED \ a 3,_3» \ #5x6 -0 @ 12 O.C. TOP #5x6 -0 @ 12 O.C. TOP 9%22Y4" CONC. BEAM TOP EINF , \ R ° » II I I , I » ::� \ Q w/6 90 HOOK w/ 90° HOOK / # FLOOR I II I I I #4 BAR @ 24 OC. HOOK SHAPED 4 BAR 14 LITE—DECK / AS SHOWN & 3 x L w 3 SETS OF 2— 6 w 6 90° HOOK \::'. 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ARCHITECTURAL DRAWINGS OR I , 1.' ,I •'. » „ ° .CSS > i 11 d O CONTACT THE E.O.R I ,: R • v C d ONTINUO REB US I AR SE I, E PLAN il 6 9 . I d d . i r ,> LONGITUDINAL d ° il CONC. BEAM U 14 LITE—DECK . . SEE B EAM SCHEDULE J PLA N NAME 1_—) I I I Ij I; I € I A REBAR, SEE PLAN - � (— � I 1' , 1 it � I I I SLAB, SEE PLAN 2— 4 CONT. I �' t I I g 1 # _ d ,, U 587 BEACH AVE. 1 'I GONC. BEAM AT TOP OF ICF �'' i \ DESIc 1 1 /D RAw 'I 'I 'l • • N N/CHECKED ,s l 2- 5 CONT. A SEE BEAM SCHEDULE I I k. # . A WALL TYP. 1 I' ��I — cs 1 1 ;L, l 1 1 TYP. 1. \ ti » „ 2 #4 CONT. AT TOP LITE—DECK B-8 BEYOND, 2 2 �/ KJL LAP JOIST, SEE PLA SEE PLAN, 10/4 x21 CONC. BEAM ii 11 1I 'Il I VIII,, I r A 3 CLO D i ,' I , OF ICF WALL TYP. A 3 �— DATE \ : 11 ICF WALL B-16 CONC. BEAM, ' 1!I I'll '' ''11 ' yl I ; ! \ SEE 2/S6.0 FOR " \ 11 ICF WALL SEE BEAM SCHEDULE FOR REINFORCEMENT SEE 4B/S5.0 w/3 SETS OF 2-#6 » 02/04/14 1�1 )1TI S 6 OC. (' 1 I EXTEND VERTICAL WALL AS SHOWN SC #3 CONTROL NO. z I I 11 :III . il REINF. A SEE 2/S6.0 FOR -1 I,, :. ' 41 '� REINF. UP TO 3" BELOW \.` ' REINF. CLOSED TIES @ 6 OC. U - i -. • \ 4 '.F . I I I I K I i { TOP OF SLAB „\ I 1 F 'aIII; I. I It TRuss ID. k , I I i,1 i ' � fitI \ \ — I it f I I 11 I 9 SECTION 10 SECTION 11 SECTION LPA NO. i I17 CONT-12-00356 hI I ° 1 S5.0 SCALE: 3/4„_1,_p„ S5.0 SCALE: 3 4>,-1>—p” 1 1 1l1 II I / S5.0 SCALE: 3/4"=1'-0" 4 SHEET f I I O I .� { q I !I 1' 1'k 4 1 � 1, '! ; 1: I I ^I" , �) I � 1 . . € i i ^1 ,I I i lV C] Its I F' S5•0 - I I I II'll I It I I' I 7 'II I k Is . u r iiiiiiiiiiiiiiiiiiiiiiiiiiii" .1 `�I y ,� I ItH � Oiii, SHEET 8oF 12 t' F f' 1 l 1 le I I l f 9 1,I ,.I Ii i� C I L, I _ _ I�I I 1 II C i 1 [ -I}[t 15r -1 4.� 1 p i #`I it I II, 11 i G ' e i sI t 111 II�� ll'F Ij' } _ 1 t SI l 'lti a r 1 t ; i. ). I I,i ilf I li- ,: ,;IlliI iii III ' i, i l� I 11 I '. l I I.II „ : . IE 1 I1 I. ;, 1 I 1 , . .,,. � . - I I I I Y� � , � � ,11 1 ! I I f I II II I g h I ; , I r II ' t, I, ., I I � , { I L, - I ' . 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Jax. beach, Florida 32250 I C I J TOP REINF. w 6" 90° HOOK SHAPED #4 BAR _ \ .: SLAB, SEE PLAN INTO EDGE BEAM, I I I / » SLAB, SEE PLAN INTO EDGE BEAM, \ \\ ;n BEAM 12 LITE—DECK Ph. 242-0908 Fax. 241-9557 I t It OC. HOOK SEE PLAN N I I I1 l: 1 \ SEE PLAN @ 24 \ . ' . ':\ - INTO EDGE BEAM, SEE PLAN T/ SLAB INTO WALL \ N , \ , \ EL +125 —0 SLAB. T SLAB FL:cA# 8344 SC:cA# 357911 I \ N T/SLAB T/SLAB °. + \ T/SLAB 10d @ 4" O.C. EL VARIES V e .a CON7AC'I'US N I'fH YO R COMh1ENTS d 4 — . I ff ' I' f COM I 2 9 4 d » EL. 12 CO�IM L LL EL. 122 —9 EL. 122 —9 d .< . —_ -------- —� r -- . - -- r. d--�---1 2x8 P.T. 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V 1 . , # \ 2—#5 CONT. ®✓' `� f �D�' oo �'` .;` I 4 � 'I AT TOP OF ICF \ REBAR, SEE PLAN \ I • IL I 9" ICF WALL 6" CON C WALL, SEE P LAN ✓✓ : , ��`�� I 1 p SCHEDULE !"J. 'a i i� t , WALL TYP. \ TYP. ,�� ,°� I ROOF TRUSS, � t . I ;i ,II \ ,. 12 LITE—DECK SEE 2/S6.0 FOR BY OTHERS �� ' ��' �° II 11 , I t'1 9" ICF WALL A SLAB, SEE PLAN 2—#4 CONT. A REINF. REVISIONS DATE :, i I I IliiItl t ° , I j , i 1 SEE 2/Si FOR AT TOP OF ICF \ QARCHOSTRUCT 02.04.1311 II' I i!'''I `�; � i E }'s I WALL TYP. L 1, 1 I € I it �( ° � ' 1 REINF. , I a� IIII a i1 I I1'I : rlt, y 1 ,i EXTEND VERTICAL WALL I I I ;' j REINF. UP TO 3" BELOW I :11I I I i i I ,I TOP OF S LAB 3 I 1 3 I I I I L I , I' I {{ ,` I �� :'1 1 !' - i I' ,+ I I I1 I I SECTION ON 1 1 f I c, 4 FIELD ALTERATION , i I; II 2 SECTION SECTION 3' CONTRACTOR SHALL CONTACT LOU I ; I sri SECTION „ „ , „ PONTIGO 8 ASSOCIATES PRIOR TO S5.1 SCALE: 3/4 =1 —0 S5.1 SCALE: 3/4 =1 —0 � 11, I1 ,I� S5.1 SCALE: 3/4 —1 —0i I� ! S5.1 SCALE: 3/4 =1 —0 MAKING ANY STRUCTURAL FlELD MODIFICATIONS WHICH MAY VARY I CONSTRUCTION DOCUMENTS.ANY 1 FROM THE INTENT OF THE ORIGINAL I k<I ( Ij FIELD ALTERNATIONS MADE PRIOR TO ' .1 }. ICO a I Y RESULT IN I BEING APPROVED BY LOU PONT j; 11 I 11 I ,. �� ASSOCIATES MA l u� I r ! , 11 I �,.,.F GOR I ADDITIONAL ENGINEER N i i, ( NSPECTION FEES. I j 11 .1 I� , :I 1 i{ li ,; '1 Ili, ! #5x3'-0" @ 12" O.C. TOP I: ; ` 1 w/6" 90° HOOK EA END ! I I . I I I" I I 1 ! I'll I• I �: { 1; II) IIS II r ; I 11 ' ., T/BEAM v, 14" LITE—DECK #4@�2" 0. E.A. WAY ,> w CENTERED SLAB. / SLAB, SEE PLAN T/BEAM O„. I 111 I I EL +125 —3Y4 T BEAM I It �1 . 4'• EL +125 —3Y4 Q » I T/WALL T DECK �IdLit 1. F ., EL +125 —1Y2 , .t Iij� :: .d `� d 'A \ T/BEAM4 4d . - 4 d 4 I — +124'-7" 4 .� d I 0 EL EL. 125 d , (' d I I d . I,ilL : 5 ! 'I r I I I -\ EL +124 —5Y4 d A : �I J ,� d q O � f 11 . "I i !i ,i � I . � I L : 1 . . .. I � i � L L : I , , I 4 • . iI . A , 'a 4, a� -_ I i: , , • • 0 L'I � .. / I II,, 11"\ : : Iii � l 1; \ . 141d. , 4 0 : i � I 11 d •-d d•. `f �—�• • I -•. 1 �I i I � : : I > T � � � �� 4 - ii It � � I I 4 W I ,� L � : d ° I 1. � I a ! I I I a A • I ,f I � � I I � : I !I 4 8 SLOPED CONC. ` ./ ,> , ,f » » _ \ 83 _ 1 —6 6 1 3 r 1 6 6 II 2—#4 CONT. : \ d SLAB w/ #5@12 . I 1 tI I AT TOP OF ICF \ '' 12" LITE—DECK PROVIDE 6 90° HOOK AT I TOP BARS E.A. END TYP. oc. EA WAY I I !F- I »�� » 4< U _ , .I1 II II WALL TYP. "; SLAB BEYOND 11, I1 I TOP & BOTTOM l V11"x26Y2" C NC. BEAM, LITE—DECK 18 x23 C NC. BEAM, p I I , ,' I' I , d• ° \ SEE BEAM CHEDULE SEE BEA SCHEDULE JOIST SEE PLA I11 ' �../ 1: i I I ? \ ..' - ° . d 1 4 4 d FOR REINFORCEMENTiiiiiiiiiiiiiiiiiiiIIIIIIIIIIIIIIIiiiiii I d. d W I.. 4 a d. d d 4 .. e d ° d• a o.. • .dQ •d • • �• ( n L 1 V I i • d_ 4d d 4d d ,•, _ • 4 •,_ d 4 • • d • • �.d4 r , CO1 1 I 1 � •. V W I • n • d I • 9 ICF WALL W 4< 1 I $ l L B-22 BEYOND C I I t k , ; g t �I; SEE 2/S6.0 FOR .A IS II E h II: REINF. �° B-21 \../ ', ,, 8 SLOPED CONC. ff 0 I ` t ' I I 111 \ 8x39 CONC. BEAM, W �l SLAB w 5@12 I I I II r t ;t v .. v / # SEE BEAM SCHEDULE !� . II I ` ` I I \ oc. EA WAY I Ip 1 ` i, 4 '1 ' O — 0 t I ' 11� . 11"x55" CONC. BEAM, I .Ir I I I' f' , I I I II � ENT LE 1 1 3 PRE B SCHEDU III ; : I f» SE E BEAM � I it R I I '1 I STIRRUPS 1 Q ,I , SECTION W 00 I I \ @ 6 O.C. I I 10 6 I 11� I"II i- I I �I� � � � , 1 t I`i A I 1, 1 : t SCALE: 3 4"=1'-0" �— , , , L I ; U J � I' h �: S5.1 , I t I 1: ii I I11 I I, I tk � l I � _ 11 I y ::; \ 4—#5 HORIZONTAL z II ; II I I" ,I \ AT BOTTOM, CONT. I I. I I 1 i3 I, t 1 \ .. - I \ LINTEL ACROSS I I i A R I I I ' SPAN AND EXTEND : SECTION 0 ' lI'I ,L; 1'-6" MIN. BEYOND 5 � 11t V , i �� FACE OF ROUGH 55,1 SCALE: 3/4"=1'-0" I I �I B/LINTEL '- OPENING 1; I �i I I EL. 116'-7Y2,f i :I 11 I ,I I , : 11 , II I (" I I' • I it l,It I i, 1 ON T. 2 4 C # . A T TOP OF h CF I WALL TYP. I iI , » » 5x6 —o @ 12 o.C. TOP ELEVATED f_ » m— 11 I # �; (lL w @ 12 O.C. TO P I I 5x3 0 1 � » �I I # T WA �L I „ / _ DE 6 w/6 90 HOOK LOWERED TOP REINF. 8c PROVI w 6 90° HOOK o O / _ ° FLO R I \ „ EL. 125 0 ;. \ ' 90 HOOK INTO EDGE BEAM, SEE PLA r II » » fa E. WAY \ 4@12 0.C. A Z # _ ;, � :� \ 6 � � c I I I CENTERED IN SLAB. #4@12 O.C. E.A. WAY SECTION #5x3 0 @ 12 O.C. TOP \ , I 7„ —DECK CENTERED IN SLAB. w/6„ 90° HOOK \ •. . I� 4. , tI — j 'I I a 10$ 12 LITE 12" LITE—DECK_ 108" ; : ` � ° �� . " . . �- AND . SLAB, SEE PLAN i I i I SLAB, SEE PLAN , d i 11 1 T SLAB T SLAB t» 3» I `' nd 4 4 -d.�R- Z , I N d 111 I g- 6 _ DETAILS h a '` 2 9" EL +122 9 • 4 -- - - ---flz7 1 , I. 1 EL. +12 — • . - — I f I 5; 4 .4. a n f+')ld I� : I ` �: C14 •. •'. • • . d °d d w� d • N DO NOT SCALE DIMENSIONS FROM I d • UNCLEAR REFER TO THE : " r a n 4 s .d • \ THESE DRAWINGS.IF A DIMENSION IS C 4 1 I I � . _ a • • • d 4 ° d• [� CC1 • 2— 5 CO,N T. I �IlllARCHITECTURAL DRAWINGS OR I I, A _ # \ CONTINUOUS O d ' 4' •d n •' n d ° I YP. \ CONTACT THE E.O,R a n 4 r 4 d d \` I LONGITUDINAL o \ U d II I B R SE E PLAN 1 RE A iI d , I 3 I • • _ I i , Od 4. I • • • • \ �) PLAN NAME I I I a 4• 1 I d q T 2—#4 CONT.. t : '.. \ I :1I �• .° r d AT TOP OF� ICF \ : \ U D 12" LITE—DECK 587 BEACH AVE. I a DESIGN/DRAWN/CHECKED t» a WALL TYP. SLAB, SEE PLAN \ : i,, , 1 -7 - IIi 1 —6 6 1 —6 6 6» 1,_6» 6» g�" 1'-7t» — : \ 1 Q/ cs KJL LAP I I B 37 CONC. BEAM, \ Ir r \ �— DATE E r t 9 ICF ALL ,I ` . 1 SEE BEAM SCHEDULE 2 —0 \ ..�� V (11 02/o4/t4 3 , i 8-33 CONC. BEAM, #3 CLOSED SEE 2/S6.O1FOR i I I 11 ( B-36 CONC. BEAM, TIES @ 6 OC. coNTROL No. �" , I ,I 1 I' 1 I SEE BEAM SCHEDULE if SEE BEAM SCHEDULE REINF. U TRUSS ID. I � ! t '` 1 I, I ' I _ I J I I I LPA NO. J TI 0 N — — ,, E C 356 10 CONT 12 00 I 11 I TION I SECTION I I ,I, I ', t. l 1 4 8 \ I I � SECTION TI 0 N 1 I I 7 , , » SHEET f V I I I ,I I ff — I ff , 4 —1 0 SCAL E. 3 I I' � 11I I I SCALE. 3/4 =1 —0 / I ' S5.1 SCALE: 3/4"=1'-0" S5.1 S5Il 1 : ; �I �, � l �� { �� , I f N 55.1I'll I II , I� I �� I I , : fl I I: I I � O I Ir I il �I I I � : , t'� I i I j SHEET Q OF1 2 y I 'I ' `. I I I I ' •v 111 I I I' ( I :1 Ik : I �I i I I 1 � I ,II 11 ,.I �... t 1 111 1(: I - 'I 1 } .;., - q . ., , i x II: ,.- .. _. ..-. ,.�,.. c . r. L. �I-� -_I ..,. rr_[ 99 - ,. a:: ,. ,.L .I ... rI # I., i ,. .,.... ,,., I ',: 'L � � _�_—,_ '' � �_,,.�.— �.,_�::...._.. .. ,��.1� _.F:' �°.. �1-_Y�Lw�f'...-��-..�L�� . . L.�.�n -.:.�—__1 u. I,..._.�.� li::.,12 1�.!.. .. i � I I I' � i 'I �I� I i it Ik I I 11 ! r, P E 1I I �, � I I l � I : ' :I I , I ,� �a�@y �- r . -j I lt, II ' > It� l I l k I I w I I I I I t - s I „ 1lit r1 I I i t l.li ,i,I !it I � i, � 'i I 11 I: � 1I I n¢{ s i � � F I II r'` k' } I i� I It ;I' ; j % itl� 6" CONC. SLAB, w/#5@12 r 'I , 11!111; < < 1 1� II l ICF WALL 6„ CONC, i 1 'I; III Ii ' ; ; _; I ,,�. I� OC. EA WAY CENTEf�ED. �� ,: 1 I 1, 1:3 x: I 3, BEYOND�� YP WALL BEYOND ° ..3 = � > I I '� I� I i, PROVIDE HOOK EA END `� 4x I II` II I,III II ,i � , 1 1I',, �I ;1:' I�'` I �.�I ' __ R AND CONNECTION jI I I , II , I' II, ,I t1;I"I, fI� a,111 I { €'µ; - "S a` �e X41 I I. ,I ] I�. I - : 1 ' ,I It Ii` I 1i `4;I s�i f "' ' ' a t,,Y P` �.; I j, ,, „I II I , �: I. .I, �,L,I BY STAIR MANUF. _ B-16 BEYOND , 111 I i �- rti I B 16 BEYOND E € �< ; ,, a l{j( , F I! ` I Ir ,I L �:i 2x10 P T SYP 2 CAP PLATE I ;I I I, ! I, I .E 1 ;'r t, 11 ,I :.t '� .,t.X�a s Il I ;l , u ;I I°I � ' IIII T SLABAL , d , FASTEN TO TOP OF BEAM III; ,:III; 'I'I � ; ": / )ff[j[ �p,} _ _ �--- Lou Pontis o and I, 1' � ' , ' I 1,11i EL. +111 -6 - - - - - ( ) /4 ASSOCIaTeS, Ir1C. WITH 2 �x3 SS. TAPCON I l ` 1 I , �. I �' I ;111 .III Is�I I *7 9 { i` "� -� ANCHORS AT 16" oc. I s i �I �� (11 I I' i _I _ 420 Osceola Avenue I j ;'I,�I ; ' �' �� , FOR ADDITIONAL INFO, SEE 5/S5.2 T BEAM/WALL I I / ax. beach, Florida 32250 1 w " ff I IREL 13' 0" - d' I - - - Y---- - __�_ - - ___. Ph 242 0908 Fax 241-9557 III ; I I � I ; I;i - — - - - • - FL:CA# 8344 SC:CA#3579 Ili f ;. � _ ; -i 11 sl Id CONC. B 15, CONC. B 11, ,f CONC. B 19, ff I CONC. B 13, — ,L I, i ; m f; I. , i I,(.- 11 1 6 1 Q 1 Q ' > » » » » / .d CON'I'AC'I'US N I!H YOUR COMI�IENI'S ;, it SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE ti .`.� ! SEE SCHEDULE 2 -6 x2 -6 L I 14" LITE-DECK �� ,il SHAPED 4 BAR CO��iMEN A.00�1 r �,a i,i \ # i ,, its da i �i�, 1I: j I , 1 11 ,1.�� 1 1, �,: ,'. I- ii it © 24 OC. HOOK I` '= 9x58 CONC. BEAM � A� 1. I SLAB SEE PLAN I ;.i ;1 I` 1 , \ (2)2x12 P.T. SYP#2 ` ;o ,° �e�� } �� 11 INTO WALL s , v i a, w 2 6 TOP AND BOTTOM >' ° O � s ill.1. I. I / s &/ 3 CLOSED TIES d , I 11 , \ T/SLAB LED °:¢ I11 I i ff GER w 5/ ��'�x10" a # f> A 9 -, :itII EL. 111 6 xxx x xxx i , i f I n:. ; A.B. C�? 16 O.C. a r 1 I .;; f Q 12 OC. ADDITIONAL � , 11 I a,41 sdl;ll lll,, 1 I i �, I c I t I,. I'.; \ _____—e__ ��______ '. � 4030 kE I ,III ( I I; 111��"J `� , r STAGGERED �, flS k i 111 3- 5 EA FACE AT e -. - I . II I j III I r. I ,� 3 '?.11 `1' iq,�_ iZ 1 Irk , `,.'�'.�� 1 # s s "• -s II ,::I;I �:; I u , k I 'I I:. I r_.,I r'i ♦ ------- — — --__ — _ • •' ti o -,t i u�: j , ' „ ,, I; II I; ; I i l ��, Y4 DEPTHS 1.��" j. LII . I I, I, s I.r,_, III ( I 4. :.ct �\ ; /" yF�. V aJ a o I 'i 1 I, .I �t- k 1 :III) a:;:I I, j,• = f. ff w c c l,p i;II;I :t I. I v e m lwe .„ N +I I - „II ;Il, � .: �_: ° DRILL AND EPDXY FROM L 4x6xY2 x22 H.D.G. LONG STEEL 1 /� < I '9 II' A,:f �` ,� Y I � t I' t" I[,.: i 111. - ,r� �j . . 7 IIlI� n F "I h, i" II i ��.�'..0 i '�'u+ ��o.. �""' ��o .a �.• i A •I .r :I � ,I _ _, ,gin : o' i �� I I EXISTING GRADE BEAM. ANGLE EA. 'SIDE OF STEEL COLUMN, fg�,.r� �, N k 1; 11 ,, k ` I �I ..11 , II ,{ 11 I I, 1 _ I �. f- ,7qq--:., - n.�� I 11 1, ik I �''( `„`i , ;t ;_ ff • • I Nlt,r 3C�4��; �'16M,�1a :( ¢,,,., '. I .,;. I 1 I ?I' ' III j r:+ . ( = .174' I �`� � (MIN. 8 EMBEDMENT) _ FASTEN EA. TO CONC. BEAM I �'�,,, •+4 (( 777 ' v •r ; ' CONC. B 14, 'f, �urureunuwi1110"Ir"° if, I, AND CO NLGI�Of ; PROVIDE 10-#5 TOP, CONTINUOUS SEE SCHEDULE w/(2)3/4 GALV THREADED ROD .� .: i' ii, I I BY STAT STAIR 'MAN ANS DRILLED '& EPDXY IN VERTICALLY ' 5-#5 LONGITUDINAL I o BOTT & i' i I I i � \�, :T 0 „ ff 1 II. '', 9 :. I 11 _; I ;ii ' � #3 STIRRUPS AT 12 OC. REBAR, SEE PLAN o o SLOTTED HOLE (MIN 6 EMB.) I REVISIONS DATE II'` I ; I` II i ; ' �\ z 3-#5 CONT. BOTT. ,f I ARCH STRUCT 02COORDINATION .04.13 ` i ! II yyy .. . .1 \ -.,u ; z o' i 1WI" r T/SLAB 3 w EXTEND TO FAR SITE Y4 B BEAM I l „II ," i I L---------------'------------------------------------------------------------------------------------------------------------------------------------------------------- ' — --------------------------------------- ---------- I-- —— __ if "tI , .? ii � �,- Q, - _ w ¢ IDE -- I I f ff j I - OF� COLUMN & PROV / - EL. +9 1 I I EL. 108 2Y2 � llj } I I �I c3 90 HOOK EA. END 4x4x%" III P I J .— f f I 11 WIND POST , U 3 U TIES I i I # 1 -7 t I{ f H f I jj,t 11 I I I1111 1 ? I iI I f ff . I �I fi 12 OC. TYP 1 SECTION 5 -0 CON C. COLUMN I Ia I �I i �I I i " �`'_ ; I S5.2 SCALE: 3/8ff - 1 f_Off �- BEYOND Ti , I I I I ` FIELD ALTERATION 11 I ! .'n PLAN VIEW �t 1 (I I'� 1;: E f ili� 1 i II y �: CONTRACTOR SHALL CONTACT LOU ,I I , I I I I �� n ' ; 1 I ,_ PONTIGO&ASSOCIATES PRIOR TO ` It 1. IllG I L SHORT TIES 2 SETS OF TIES 3 S E C TI O N 4 S E C TI O N MAKING ANY STRUCTURAL FIELD J :, 1 I AT 3" Q.C. EA SIDE OF OPENING - - - MODIFICATIONS WHICH MAY VARY /;° ` ' „ , „ „ , „ FROM THE INTENT OF THE ORIGINAL ISI :.I 55.2 SCALE: 3/4 -1 0 55.2 SCALE: 3/4 —1 —0 CONSTRUCTION DOCUMENTS.ANY I I 2 11 r, E , , d i ;I FIELD ALTERNATIONS MADE PRIOR TO r I: i .I '; f ,. IIIBEING APPROVED BY LOU PONTIGO fl �II t ASSOCIATES MAY RESULT IN t , �I 111 1, i , f i § I F 11 „ ;I tI , I I I I 'II I i° }1' V �. ,', ; c,I I :I ' g ; 1 ti � I t' ' t Ia 3 INSPECTION FEES. i l t I, °I c 1 Id r {` j 11 B W11 ADDITIONAL ENGINEERING OR I I, � i I:r ,I', If ''7 tl 1@E s! , g' rl?' I I I I �' » I e TYP s.. .I, i I. 'I! I = li I }�I it iI , I I S; �. ID C I I I 6 t A It€ 4'i .'I �'I I' it I i1 I I I Ia €I 1 I`1 >f FASTEN SHEATHING (2)2x4 FLATWISE BLOCKING BETWEEN t1, lli 11 �, & r1 x r I `1 III I ISI 'f1 ,1 , If IIS ' I #, I I:I �i �I Ilyd I li` I Iii 1 1 I I I i I� e l I I I TO BLOCKING w/10d EACH TRUSS. FASTEN TO LEDGER k ;, - t, l I I� I" 6 'Z' BAR EA 0. I R I i'll1 :' F I II it B- 22 # COMMONS @ 4" O.C. w/12d TOENAILS @ 4" O.C. I ' SIDE OF OPENING � i : ` ID 0 I EA FACE OF BEAM 2x10 P.T. SYP#2 CAP PLATE FASTEN TO I SIMPSON ICFVL—W LEDGER ' TOP OF WALL WITH 20 i i . I 1 I f BLOCKING 1 2x8 P.T. SYP 2 LEDGER I I i I i 4 -Q 8 -Q O.C. ff { ) /4 �x3 SS. TAPCON II Ii ,,i ,, I I � I r I CONNECTOR Com? 48 # 1` I' I i ALIGNED WITH EMBEDDED ICFVL. r w 'I DETAIL ANCHORS AT 16 oc. 3 FROM EDGE TYP s I I / �bx10 A.B. C�? 16 O.C. i I ' , I, N ! 2 SETS OF 2-#7 TOP FASTEN THROUGH 2x8 LEDGER WATERPROOFING, SEE ARCH / s ( I / ( ) 2x8 SYP 2 24 O.C. w LUS 28 I ` z I I If" I I' II . �I = I' I w 4 SIMPSON D3 SCREWS. # / 1 � 1 u i fi I I I, , i ,I I , ;. -- I FASTEN TRUSS TO ( 11 i t° - JOIST HANGERS EA. SIDE (TYP) �,.,�r// I � I� i L ; I I; i� WATERPROOFING, r",;�� ' I, ' �. I SEE ARCH V• LEDGER w/4-10d TOENAILS1 I �- - _ ' II, j - ------- - -----_-- -- -- I , `i Il II �I r 11 I' 1 � I 2- M 1 Od 0 4 O.C. - i r d # 7 BOTTO --- \ - Ii \ .i. ( - I j, _ 11 C C {, jI'I '{ �. � ,— - z I 11 I. IIif it,Iz I ii'.., I 111 \ � 1.- d t ' �" I� � _ 2—#4 ON T.O. r --_ € i 'I j 1 s' x ,, ; �I jl• , II �r t E ` I I , I ; OAK II ' CONCRETE BEAM SCHEDULE �T s s` DLLONGITUDINAL REINFORCEMENT STIRRUPS OR TIES A SECT.BEAM SIZE RENF ' , ELEV. , * REMARKS N0. TOP RE D ( ) MARK w x d BOT TOP C-RT E SIZE TYPE Q SPACING MID # REF. DOTING WALL OR FOOTING, WALL 48 BAR. DIA. 48 BAR. DIA. I. lil Ii; I i 1 a it OR BOND BEAM LAP _ „ _ _ _ OR BOND BEAM 48 BAR. DIA. a x B 1 11 x 2914 +111'-6 3 #6 3 #6 #3 6 2 .Q 4 O 48 BAR. DIA. -#6 -#6 LONGITUDINAL d d a u , 4 �P Lou Poµnti�A8 o and -2 48 x 16 +111,-6» 6 #3 4» 4 1 1/S5.0 BARS LAP 6 4 Associates. Inc. r 6_#6 8-#6 2 n � �B-3 34 x 16 # 5 � � v Q 420 0SC201a AVenUe I, ° ,I ' ! n 141 1.1! € 1 VIII , '. - II' I $` * 1 -d •4 4 - � .. � , A h , i..... , ,. - 3 * 3_ 7 3_ 7 VARIES AT STEP AND SLOPE - v LONGITUDINAL BARS , Q �� ax. beach, Florida 32250 11 6 s B 4 11 x 27/4 SEE PLAN # # 3 6 2 1 Ph. 242-0908 Fax. 2449557 r # AS IS EXTENDS PAST B-771 i a �' FL:CA# 8344 SC:CA#3579 Ij r ' , J III ) , » _ _ » + B-5 21 x 16 +111 -6 4 #6 4 #6 #3 6 2 - 8/S5.0 CONSTRUCTION JOINT Q a CONJ'AC7 �,�w1WITI�oa& OIMMENTS Q f I cJ t ¢ (IF REQUIRED) m a _ (� T� X9,9 rl a. .. �� , I ,,.• I Ii I 1 I II ; � a Q � 1 CORNER BAR T. & B. B-6 11 x 16 +111'-6" 2- 5 2- 5 3 6 2 - , 5/S5.0 �' m e # # •y 4 y'P E N r / � 0� p , G SIZE & QUANTITY AS SAME SIZE AS BEAM REINF. I � �� CORNER SPLICE BARS SAME d SPLICE BARS SAME REFER TO SECTIONS & - 4- 6 4- 6 2 1 RECESS FOR WINDOW 11 S5.0 � � �� , � a� a I B 7 18 x 1914 SEE PLAN # # #3 6 / SIZE & QUANTITY AS LONGITUDINAL REINF. DETAILS FOR REBAR pumm Rf hh�TI�j.) a¢ I _ : O� 1 II41 v SEE PLAN FOR ANGLE B-8 18 x 16 SEE PLAN 4-#6 4-#6 #3 6 2 1 4B/S5.0 " e I LONGITUDINAL RBARS a BARS � o' SIZE & QUANTITY � ab �r� �01n�. .. r I III ° TOP & BOTTOM BARS 8 .A " I B-9 16 x 16 +111 -6 4-#6 4-#6 3 6 2 VARIES, SEE PLAN 4A S5.0 REFER TO SECTIONS TYP. CONTINUITY PLAN FOR REINFORCING w �a a # / , n 1 4 � Q a 4 AS SCHEDULED �� I. II 1 ( ! & DETAILS FOR REBAR _ v rd �r �a 3 „ _ _ » TYP. CONTINUITY PLAN FOR REINFORCING °��,,, r ,�.�ti� I I llI B-10 11 x 2711" +111 6 # # #3 6 2 2 SIZE & QUANTITY � + EI ! £ IN CONCRETE WALLS, FOOTINGS Bc BEAMS sTD. 90° HOOKS AT 11 Ir 1 , B-11 11 x 273/4" +111 -6 3-#7 3-#7 #3 6 2 2 i J TERMINATION OF COL. P IIIa , , » » U II DETAIL DATE III Ila' �Y I ! III II j;I B-12 12 x 29 +111 -6 3-#6 3-#6 #3 6 2 1 2/S5.0 1 REVISIONS � I � i �I II_ � i � ; I I;�.I I '� `- ARCH STRUCT 02.04.13 � I B-13 12 x 22* +1UP-6 3-#6 3-#6 #3 6 2 1 * VARIES, SEE BEAM PROFILE 1 & 2/S5.2 S5.2 SCALE: 1 - 1'-0" _ _ _ - 0 ORDINATION 1 . I } I 1 I � #3 7 6" 2 2 B-14 16 x 273/4* SEE PLAN -#7** 4-# * VARIES AT STEP AND SLOPE ** IN TWO LAYERS, SEE BEAM PROFILE 2 & 3/S5.2 I POUR , STOP COL. I , I rY,i IS r �d}!`, I`,>I'. �'� I�. 1 ,I! t tt 1`. 3 - * 1 BELOW SLAB TO I I 'I. I i�' I B 15 26 x 27/4 +111 -6 # # 3 6 2 1 SEE ARCH. FOR RECESS 1/55.2 2x4 KEYWAY d--- ---� I I� # _ _ » I 1 I PREVENT OVERPOUR 1 1 : - 3 #6 3 #6 #3 9 2 2 9/S5.0 14- ' 1i },I i,..l ,_ » : ! " j �, . ' t ' , 4 x 6 0 TOP & BOTT. .r1 . �:}{ I ( �I 2 S2.0 # FIELD ALTERATION I B-17 9 x 26)/2 * +111 -314 * 2-#7 2-#7 #3 6 2 1 * AT WINDOW @ 24 c/c (STAGGERED) I I I PONTIGO 8 ASSOCIATES PRIOR TO t CONTRACTOR SHALL CONTACT LOU 2 S5.2 » , » n a a a. p MAKING ANY STRUCTURAL FIELD ` € s B-18 9 x 26)/2 +111 -314 * 2-#6 2-#6 #3 8 2 1 * AT WINDOW dl I p° a e d' p., a MODIFICATIONS WHICH MAY VARY b.. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY - * _ 4- 6 4- 6 * 5 < ' p a. . 'a COL. REINF. AND FIELD ALTERNATIONS MADE PRIOR TO B 19 18 x 22 +111 6 # # #3 6 2 1 VARIES, EE BEAM PROFILE 1 & 2/S5. "p ° 4 < d ° ° BEING APPROVED BY LOU PONTIGO 8 1 I I '.. '. I TIES AS NOTED ASSOCIATES MAY RESULT IN * * ** EL 125' 31/4" INTERIOR 124'-7" EXTERIOR 5 S5.1 & ADDITIONAL ENGINEERING OR I' fI ( B-20LOOT! +125 -3)/4 4-#6 `�-#6 3 6 2 3 , IN COL. REINF. NSPECTIONFEEs. i' # * I TWO L YE S SEE QE4M P OF LE S5. --- - I t f I II I I I I } I r j 11 IFpI III, I i C B-21 8 x 36 SEE SECTION 2-#6 2-#6 #3 8" 2 3 1 5/S5.1 APPLY BONDING AGENT BETWEEN POURS IY I I 1 B-22 12 x 36 14 VARIES 3-#6 3-#6 #3 6" 2 3 SLOPES TOP BOTTOM 23/SS55.21 '48 BAR. DIA.'TOP BOT. REINFORCING SHOWN ON PLAN SHALL EXTEND MIN. I 4 1. €• fB-23 9 x 24 +122 -9 #3 8» THROUGH JONT. REINFORCING SHOWN HEREIN IS ADDITIONAL. a. 111I I �irt;I 'I l. I � 6„ 3- 6 3- 6 #3 2 1 / Nil B-24 11 x 30 +125'-0" # # 4 55.1 ' II ` a 1Irj1; I ` TYPICAL CONSTRUCTION JOINT DETAIL B-25 18 x 243/4 +125 -112 4_#6 4_#6 # 6 2 13 r2`�FOR STRUCTURAL SLABI , 0 , I � ,; 0 - B-26 18 x 23* +125'-1)/2" 3-#6 3-#6 3 6" 2 1 BLOCKING FOR RAILING AT TOP 6/S5.1 � # 55.3 I I B-27 9 x 22)/2 SEE PLAN 2-#6 2-#6 3 6" 2 1 # i T B-28 9 x 323/4 +123'-4Y2" 2-#6 2-#6 #3 8" 2 2 1 I I o I � I I I i c I: I I IiB-29 9 x 24 +122'- _ 9" 2-#6 2-#6 I #3 6" 2 2 2 & 3/S5.1 I I i< I.1 3 I I IIII DOWEL TO MATCH VERT. j [ I I B-30 9 x 21Y2 +122 -9 4-#6 2-#6 #3 6 2 2 * IN TWO LAYERS REINF., EMBED INTO BEAM N } BELOW WITH TH h U W » AT WINDOW 9 x 2212* SEE PLAN 2-#6 2-#6 #3 6 2 1 90' HOOK o0 N � I r i II B-32 11 x 2612 +125'-314" # # 3 6" 2 1 6/S5.1 #4 HORIZ. ® 48" O.C. j II= 1 i it 3- 6 3- 6 # EXTEND TO FAR SIDE B-33 19)/2 x 243/4* +122 -9 5 #6 5 #6 3 6 2 1 * RECESS FOR WINDOW 7/S5.1 OF INWALL COLUMN w STOP COL POUR Q U # G 1" B kI � � --�- ELOW SLAB TO � I I F (EXTENDED THROUGH � ��- '-� I iII I I LLJ i ;I Ili I• t `, I� I � I I h 1 ? I3- 6 3- 6 IN WALL COLUMN w IN WALL '� C� ___ PREVENT OVERPOUR € B-34 12 x 22 +122'-9" # # #3 6 2 1 / III+ f� I ,' ' - , LI F I • ICF ON BOTH SIDES) ICF COLUMN --- �I , „ » �•--- ---� MAX. COL. DOWEL I I i B-35 18 x 22 +122'-9" 4-#6 4-#6 3 6 2 1 z � o � I I � 1� OFFSET BENDS Z � I I ; ! LfI I,I �I • • n FOR #7 BARS OR u I B-36 1912 x 243/4* +122,-9„ 5-#6 5-#6 3 6» 2 1 * RECESS FOR WINDOW 8/S5.1 I I i ,' II # PLACE GREATER ICF WALL 6 R. M i W II p = 5 & 6 BARS J I I �I His. I E E I a: III o , „ » ;I B-37 24 x 193/4* +122 -314 4-#6 4-#6 #3 6 2 2 * RECESS FOR WINDOW 8/S5.1 I- AND REINF �--- -'-� # # { • • p NOT SHOWN I I I WITHOUT OFFSET SEE R PLAN FOR CLARITY BENDS. B-38 LAN 2- 6 2- 6 2 2# COLUMN34SEE P B-39 11 x 29 +133'-212" 2-#7 4-#7* 2 2 IN TWO LAYERS 6/S5.2 WDTH REINF. 6 z I` i i I t 0 B-40 +134'-1012„ 2-#6 2-#6 2 29 x 283/4 3 6 9» #3 CLOSED TIES OR - - UQ 8 O.C. (TYP) (U.O.N.) II C B-41 9 x 28/4 +133'-1012„ # # 3 6" 2 2 I 3 2- 6 2- 6 11 €I III # SEE II rl I ,I,I+'I II!�I!IiII,.lII1�FFp'�.i � Jd(II6a�I1l.i"rl, III€,i!B�,,II ,I�1�}:;;•. II I!�IjI�$k�f ie� ��I; 1I:,^ %.!I£,,I. 1i r I;r d I f IEi{,}' €S I-i .Ii�; �'�� E` fl `I �''I i°.' � B-43 » , „ » PLAN DOWELS TO MATCH 1 CINOLC. REINF. INRFE.INAF.N D B-42 9 x 1912 +134'-11" 2-#6 2-#6 #3 6 2 1 BEAM BELOW, REINFORCING VERT." REINF. TIES AS NOTED IN WALL 1CF COLUMN -_ 9 I I; I I . I x 283/ f 6 IJ''; I � I� { '`� R € 11 t, ,' I II� ,� � II 1 I I . ,�r i S t. €� ril �� £• ,I i I , » » 3 1 1 x 22 +134 -3 2- 6 2- 6 6 2 I €ii 4' .'.: Ij '�E:...�I ,.L.:.; �, •I ' �° I. I:,. }.I�. ,,'.. , ,..il� lli { , :i`I I '' 1 I.,� i:� : •lll..,. 3 SECTION BEAM ADDITIONAL REINFORCEMENT REQUIRED I T/SLAB= ( )2 SETS OF TYPE # 2 .L, 1. ADD 1-#5 EACH FACE AT MID DEPTH T BEAM S5.3 SCALE: 3/4$'=:l'-O" SCHEDULE I I .p. • • � � 4 p 2. ADD 2-#5 EACH FACE AT 1/3 DEPTHS Z I i 11 FOUNDATION SEE --a- 3. ADD 3-#5 EACH FACE AT 1/4 DEPTHS .r 0 0 O O -�r 1 rI: i ' IIS 1 2 3 4 0 ! I € 1-#5 VERTICAL EACH PLAN I, 1 4. ADD #5 @ 12" EA. FACE CORNER, INTERSECTION, o II I� Q DETAILS I 5. ADD 1-#6 EACH FACE AT MID DEPTH q # TYPICAL BEAM STIRRUP & TIE TYPES AND @ 24 O.C. FILL SOLID WHERE BEAM TERMINATES AT A SLAB. EXTEND TOP BARS ° w 3000 Si CONCRETE __j �� z t / p __ 0 I TYPICAL BEAM F i INTO ADJACENT SLAB. AT UPTURNED BEAM EXTEND BOT. � I I TEEL INTO SLA I DO NOT SCALE DIMENSIONS FROM I tl B) -- A -------- THESE LEAR REFER TO ION IS E BAR TOP TOP C-RT BAR II I I iI ' I I I ------ � O II • - CONTACT THE E.O.R. I !. BAR MID i I I I,- --------- I t: i !!! I I,. i , I I O ARCHITECTURAL DRAWINGS OR I QU un �� I� I 1 �I '� � � 1.131 � �� AT WALLS BELOW BEAM, PLAN NAME PROVIDE 1-#5 VERTICAL I I �- I » � 587 BEACH AVE. 40 BARIC @ 6 O.C. AS SHOWN. c _ J I L _ DESIGN/DRAWN/CHECKED I I � III r DIAMETERS Cs KJL LAP I � Q f, 411 t I!:,1 , ,1 I h , e ______- DATE - -- �' STD. 90 HOOKS I T NON-CONTINUOUS , 6» _ '- » � 02/04/14 ENDS �2 OF SPACING 1 #4 HORIZONTAL I�_ 11 ICF WALL FORM ; , SHOWN IN SCHEDULE STIRRUPS OR TIES MIN CLEAR COVER ® 18" O.C. HOOK COL. DOWELS I CONTROL No. I ;I I' 1I 11 I,,} r I�° i 6" MAX AS SCHEDULED. 0 OF GREATER AND TIE TO BOT. REINF. U I u' ;f I OTHER BOT i I /4 SPAN OF ADJ. SPANS SCHEDULE 1» 6„ 1» Q/ TRUSS ID. f BAR BAR 2- I 1' l ;, 1 ;II BOT. BARS 22 ,II I , ` - .' ELEVATED BEAMS 1' 2" 11 2" LCOUSPLICE DETAILTYPICA TYPICAL REINFORCING PLACEMENT DETAIL FOR BEAMS ELEVATED SLABS 1 34„ �. LPA NO. » IIE I BEAM NOTES TYPICAL WALL REINF. BELOW BEAM I. € II .11j I GRADE BEAMS 2 3" CONT-12-00356 11. 1 1. TOP BARS MARKED CONTINUOUS SHALL BE SPLICED AT BEAM MIDSPAN. (24 BAR DIAMETERS) 2. BOT BARS MARKED CONTINUOUS SHALL BE SPLICED OVER COLUMN. (24 BAR DIAMETERS) SLABS ON FILL 2 3 4 SECTI ON 5 SECTION SHEET 3. PROVIDE 30 BAR DIAMETER SPLICES. * CLEAR COVER TO TIES (IF PRESENT) =; I I . ! 4. WHERE BEAM TERMINATES INTO SLAB OMIT END TOP BAR HOOK AND EXTEND INTO SLAB 40 BAR DIAMETERS. 3/_ „ " k I� BALCONY REINF. COVER 1" MINIMUM. 55.3 SCALE: /4 = 1 -0 S5.3 SCALE: S5.3 5. VERTICAL SPACING OF BARS IS EXAGERATED FOR CLARITY, BARS ARE ACTUALLY TIED TOGETHER ALONG BEAM SPAN. Q 6. AT ALL UPTURNED BEAMS i.e. T BEAM IS HIGHER THAN T/SLAB) BOTTOM & TOP STEEL SHALL BE HOOKED AT DISCONTINUOUS SPANS SHEET 11 oF12 a I I I I I I TI �,, I I , I h li , N 6 , ::; l i.I 1 ..� �k t F ; ;� ,;. I 37, { 1 a Y '.� I I. .I I f I I t i;, I ,; �J 6 [( ill { I III II I I I Ii. J y SSS 4 .14 til , FT o �E.,� R� i. I;iI,,l I .Ir 1 �1^ rs �Iz, t ,,, 1i�I• 1 ; i I a '! I -1 1, K Ik I I {I . 1 " ; I p I y II 1 , _ iE 1 I ) iii 1, I ° I "1 r'� �iil. 11 II l I ` I 1-#5 VERTICAL EACH '� I i I I{ 1 dl .i:.) t Ili II�I.I ( I', I1r f I A £ ' S. a r ?� rf 3t` �. I: �� moi,. 1, ': 1, 1 ,'=I I 'II I 25" LAP MIN. CORNER, INTERSECTION, �� n 1 „ ' .I,I: ;'i`1 ! I I I I COLUMN MIMINUM WALL » r ; I� �;I;, , SAND 24 O.C. FILL SOLID ,,e��f ,; ~ll Ii I I ! I` r I I I I SIZE THICKNESS ;_ ,,..; Vii, I1 CONSTRUCTION SPECIFICATIONS �c REINFORCING iii,., I',, 1 i1 » I I I I I C� _,. w 3000 psi CONCRETE 4 �; 11�: E ;,11 f ! » — — / � a P ;11. !, A 3 1/2 I I I I HSS 4x4 '/ - - -__=< 3 �t f , — ---.— I -- a Id � SS OTHE WISE SHOW ON DRAWINGS MINIMUM CONCRETE COVER � � �� - I _ �� ....;�.�� .�_ �'�r.��. .,��. �,�'� � � � ' I II _ll I I I I HSS 5x5 / 1. UNLE R N I — I 4q V i 1 4 HORIZONTAL 1 I: .. 1 L, ;� I I I I I FOR REINFORCING SHALL BE AS FOLLOWS: .. II w. z II 1! "...:`-.. . ..,,.a.., .`.. I.. ' { I L I @ 18 O.C. Lou Ponti o and 11 I l _ I I I I HSS 6x6 /a ICF WALLS 1” 11° 11" ICF WALL FORM 11 I A I I 1I I I I I I I I Associates. Inc. 1 . HSS 7x7 '/4" ICF LINTELS 2" 1-#5 VERTICAL I DL11 l I -i I I � I I I I11,�. 420 Osceola Avenue I i'.�; I 1 I I . 11 I I I I I EINTERSACH CTION, . I I� 11 ICF WALL FORM ax. Beach, Florida 322 0 u '' ll I I; 11 I { I I I I HSS 8x8 /4 2. ALL LOAD BEARING FIRST FLOOR WALLS SHALL BE 11" ICF WALL SYSTEM 11 11 ( i a h, s 1 L I HSS 9x9 '/ ,1 AND 24 O.C. I 1 4 HORIZONTAL I Ph. 242-0908 Fax. 241-9557 ,1 I I 1 { I I q I I 4 (U.N.0.), COMPOSED OF 11 ICF FORMS WITH 6 CONCRETE CORE. PROVIDE II,; # N 411, I 1 It IliI I I > >� FILL SOLID I @ 18 : O.C. I FL:CA# 8344 SC:CA#3579 ,5 I I HSS 1ox10 /4 1-#5 VERTICAL EACH SIDE OF OPENINGS, INTERSECTIONS, I 11�` 3 l,I L' Til Iit I I 3" 2 1 t 5 „ CORNERS AND @ 24" OC., U.N.O.. FILL FORMS SOLID WITH CONCRETE. w/ 3000 psi I I covrncT us wrrH voua com{nleNrs 1 1 � ELEVATION / / Hss 12x12 / I . 1 __ 11 i ,fI MAX. 4 's CONCRETE A . COMMENTS @ LP-A,COM I Iij SECTION A—A ELEVATION /4 SECTION A—A HSS 14x14 /s 3. ALL LOAD BEARING SECOND AND 3RD FLOOR WALLS SHALL BE 9 ICF WALL T ! L 1 1 ( 1 t il-1btlielNll�pl9+�e�y,4'` I I HSS 16x16 '/ " SYSTEM (U.O.N), COMPOSED OF 9 ICF FORMS WITH 4 CONCRETE CORE. 1„ 1» 11� ,�,,,� � >o�, Illi 2 2_ 6" 21"' f 22 6 22 >Ut` ;a.��a` ``odw d !I I! I f f I I 1 I t, ( PROVIDE 1- 5 VERTICAL EACH SIDE OF OPENINGS INTERSECTIONS ;(.,,pp1p gg�^^ " 2 1 2 E S ND @ 24" OC. U.N.O.. FILL FORMS SOLID WITH CONCRETE. i 11 : 1 ; ` '1 CORN R A � 1. 2 1 2 ! _ a P � " N 21 I / / TYPICAL CORNER SPLICE . ii �11all I ; ; I TYP. TYP. TYPICAL HORIZONTAL SPLICE �� 11 L t 9 _ ■ Ill, 1 j 8 1 s' a '; Iif F DETAIL� �� 2 A L ,� SECTION . ��. o I I, iI �� !' 1 — — — — 4 r o o N 9 o �� 1 !! y. 1f 1 T° SQA f — 3 . � II � � .I I —0 — . 1 _ _ C LE. 3 4 —1 II I S 1 _ S6.0 A g SCALE. 1 0 I / S6.0 IlII 4 r I � m a'1. g � q I Z I a . I T19 .SLI I 1 1 _.1- I I — ga .o- �f'; ae ,,.^�yi �. }r pgp � ' Iit 9 I 6 ;1 I d ( �V Q L. L::fi Fp�`�P`J dy_9 �"a.,i ;,`� ` 1 U rs i9 f75 �a 1 I _ — — II (i I 1 �, » » a»enei��smaaal ,.I II G I I 13• 3. 2»x12" P.T. SYP No.2 4 I Ill III I ; � 2x12 P.T.. .t SYP No.2 I DATE ,I 1 1 �,, ; II „ I1 4. 1, !, PLATE W/ /2 bx12 �visioNs lt�il4 . PLATE W Ox12 I k I I — — /� a I , i ' 11; 1I I1I it I ; �' . x I ' j - rJ. ANCHOR BOLTS AND ANCHOR BOLTS AND FASTEN 2"x10" or 2"x12" P.T. - _ _ - - - ;Iit I I !! 3 ,! 2 x2 x3/ PLATE WASHERS 11 t . I I I ;114A 2 x2 x /is PLATE WASHERS @ 24" 0 C. SYP No.2 WINDOW/DOOR BUCK TO _ - - - _ - - - 77 I I + i� 11 , .I I ; 1 , I �' I �. l �' @ 24 O.C. ICF WALL SYSTEM. INSTALL W/ II i I , 11 ICF I' ? 'i I ' :I I I I l . I I 7. i 7. >> 1- 5 HORIZONTAL ONE OF iTHE TWO METHODS NO STIRRUPS 11 # ,I r ,, 11 LINTEL BEAM € .: I I ! T� itli 1 I '; ' 1 I ! i REQUIRED AT TOP, CONTINUOUS 3 1, E it Ia I I I CONNECTION SCHEDULE IT �tII ,, 1 14 ,,I 1 CONNECTION ANGLES N _ N #3 PRE-BENT INSTALL 1 ROW OF /a �x4 11 I. , 1 1 I ( I I ;. i t 1 #5 HORIZONTAL .E _: 1 `: f I { CONN. MIN. BEAM CONN. MINIMUM BEAM -t AT TOP, CONTINUOUS Q r- , STIRRUPS HEX HEAD LAG SCREWS FIELD ALTERATION ' LOAD SIZE LENGTH LOAD SINGLE SHEAR PLATE SIZE = Q ( _ @ 6 0.C. @ 24 O.C. STAGGERED 1 �' x 'I 1 i 1 ' �' i , °i TYPE SIZE TYPE SIZE ca D f - o I I11 f ' II IL II �'I k; 4 -2 t� I--' , q Z � F / AROUND THE PERIMETER OF $ CONTRACTOR SHALL CONTACT LOU I _11 I I 1 , IFi I 1 r 1� I I"I'. !, e Q U Q U THE DOOR AND WINDOW BUCKS I PONTIGo a AssoclATEs PRIOR To II I,I I I I ,1 I 0 W36 W33 7 56 K f2 / x 4" x 21 W36, » I 11 1 f, II I, 7 1 30 K L4x3 1 2 x 5 1 6 2 1 2 , 16 W33 Q " Q I MAKING ANY STRUCTURAL FIELD E ,; i ,I I / / / w I 11 ICF FORM w V q . / 11 ICF FORM PRIOR TO CONCRETE d MODIFICATIONSwHICHMAYVARY ' €. 11 : > II I; ' = I,. I I . II s 4 18 d w �. d w 1 1 1 ''I I, 6 112 K L4x3 1/2 X 5/16 17 1/2 W3o, W27 6 46 K / X X W30, / FROM THE INTENT OF THE ORIGINAL I � ,'; 1 1s W27 I / I ,,� PLACEMENT. INSTALL 3pcs. coNSTRucTIDNoocunnENTs.ANY 1 Ik ;!si , �' t I : �' I I {II „ „ Li — — n FIELD ALTERNATIONS MADE PRIOR TO I �� 1 : II � i l l 9 I I ::: . ,, I, >, s -� �1 Z M NIMUM EACH SIDE. E I I i 1.1 �l�t o II `' ,it'I{ :' �; 1 ; , I : 't i i 1, I. ; = 5 36 K " X 4 X 15 W24 W21 - — 1- 5 H 0R I ZON TAL I BEING APPROVED BY LOU PONTIGO& �., ,;Ip �.11, I. 1w1. . ,. ��_ ,. „li 5 93 K L4x3 1/2 x 5/16 14 1/2 W24, W21 /is ! 1 #5 HORIZONTAL # ` ,I ,'t,t I ;il. 'I [ 1 f s N N ASSOCIATES MAY RESULT IN �� Ly1 ,I I ' .1 'I'r 'I,{ li' 6, ! € I II� ;I, 1 11 » s ,! » ,> AT BOTTOM CONT. AT BOTTOM, CONT. OR ADDITIONAL ENGINEERING OR 1 I j1 Ii,I i' i1III '' IIS I' I I S .i , F ';' {I I ` ' 4 49 K L4x3 1 2 x 5 16 11 1 2 W18, W16 4 26 K fp /1s x 4 x 12 W18, W16 t 1, 3 INSPECTION FEES. I' ,I a I„p lrI ' � l; .l ` � � { / / / ACROSS LINTEL ACROSS LINTEL INSTALL TWO ROWS /4 Ox2 /4 4 ' 1 '.16 I.it ( ^I II. Iii �i1 s ?I I j y n rJ Irl„ ” I� �, II,, 3 39 K L4x3 1/2 x 5/16 8 1/2 W14, C15, W12, C12 3 16 K /,s” x 4" x 9" w14, c15, w12, C12 MAX, BEAM SPAN AND EXTEND MAX. BEAM SPAN AND EXTEND TAPCONS @ 24" O.C. STAGGERED i 1 11 ' h s !! » » SPAN 4 -4 U.O.N. 1'-0" MIN. BEYOND SPAN 6 -4 U.O.N. 1'-0" MIN. BEYOND AROUND THE PERIMETER OF DOOR 11 11 I l 2 29 K L4x3 1/2 x 5/16 5 1/2 W10, C10, W8, C8 2 8 K fE /�s x 4 x 6 W10, C10, W8, C8 „ FACE OF ROUGH FACE OF ROUGH AND WINDOW BUCKS PRIOR TO OR I ; 1 C6 WT » , _ 1 12 K L6x4x 3 8 2 2 1' I . : I / / - OPENING AFTER CONCRETE PLACEMENT. OPENIN G „ I � I! , i , 1 _ L-1 L 2 11 ICF - _) I Iy I : : I;, NOTES: 1. BOLTS SHALL BE 3/4 A-325 N BEARING TYPE. INSTALL 3pcs. MIN. EACH SIDE. 1 fl, 1; IWALL SYSTEM I -1 I 11 ,I I , ALLOWABLE BOLT SHEAR = 9.25 K. I : » !! » n 11 -- „` ; I I I: NOTES: 1. BOLTS SHALL BE 3/4 O A-325 N BEARING TYPE. 2. WELDING MAY BE USED IN LIEU OF BOLTING. 2x12 P.T. SYP No.2 ^. I I! ALLOWABLE BOLT SHEAR = 9.25 K. PLATE W/ '/2""x12" l - . , 1 WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. ' I`.' °I11 11 i '.i ; jl. 2. WELDING MAY BE USED IN LIEU OF BOLTING. 3. COLUMN THICKNESSES SHALL BE THE MINIMUM TABULATED ANCHOR BOLTS AND - --� ; � Iiy1,F�} I ,.I 1 ; 1;..11=; 1..,,1: ow » » /! -X---X—X- �— .- Y—Y��—x— WINDOW DOOR BUCK FASTENING TO ,_J II ` I WELDS SHALL BE CAPABLE OF RESISTING LOADS SH N ABOVE FOR THIS SCHEDULE TO BE VALID d- » 3 , Ila 1 y I. II ,€ : I I i I ' » 11 2 x2 x /ts PLATE ------------I ------------ a O ' iliiii, I' ' I I Il 3. USE P 5 16 FOR CONN. TO STIFF. �'_ OR WT. WITH THE SIZE NOTED ABOVE. I I I I s jt ,y I,I 7'i� ! II .� ( j ^-, 11 ' I', ` I I1I, Ii ° / f J WASHERS @ 24 O.C. AND 11 ICF WALL SYSTEM H I . 1I ,, t I s I ,I.I 1 1 ; I I k 4. BEAM TO BEAM CONN. SHOWN, BEAM TO COL. CONN. SIMILAR. 4. SHEAR PLATE SHALL BE WELDED TO COLUMN IN ACCORDANCE GENERAL '`VERTICAL I h I. I , 1 1 1i I; 1 - N 1- 5 HORIZONTAL ► I _ REINFORCING NG EACH SIDE OF I' I i I 1 ? _ # - WALL REINFORCING, SEE STIRRUPS AS REQUIRED W I, II I --- AT TOP, CONTINUOUS WINDOW/DOOR OPENING, SEE IN LINTEL, SEE DETAIL I li 1 I° I' I BEAM TO BEAM �c BEAM TO COLUMN CONNECTION BEAM TO SQUARE HSS COLUMN CONNECTION J J - : I I �I , ; I d I ; I 1 II ; _j _j I� � SECTION 8/S6.0. DETAIL 6/S6.0. 3/S6.0. L9 > T I1 II -i CONC. BEAM11 I I { 1 1 ! L II', 1, ' ;I 1 j ` I'' : it , 1 DETAIL / #3 PRE-BENT I - I / ..---SEE PLAN U I ( {sil I I I I o o Q /.` STIRRUPSz I i 1 S6.0 SCALE: 3 4" = 1'-0" z z Q !! �. - -- - - - - - - - - 1 'IliI I I ! f 1 I ;; / w / C� 6 O.C. z o 3-#5 CONT. BOTT. - - -}+ - - - -�- -� -II- �- �I 1 . Lq i E 'I i ( It Lv a o 1� I Io 0 0 z -c� EXTEND TO FAR I i;I1 s I 1 I ; III (l, I Ti I _I � / 11 ICF FORM z SIDE OF COLUMN -.{ N � , _ 1 'li I — CAL — —r—/ I -f I I I I I I I II I ' I I 1: w � I I 11 1 5 VERTI I jr # OPENINGS OVER TO 9 4 WIDE, PROVIDE 2- 5 HORIZONTAL x OR WALL & I # — I - - - � — L - - - - - - - - A - - - h W 1 I i '' — E- I I i _I I » S v PROVIDE 90 �/ 1 U 00 II C� 24 O.C., 2—#5 VERTICAL EACH FACE, EACH IDE w AT BOTTOM, CONT. ( II II 1 -,: 1 1 I SEE PLAN OF OPENING. LOCATE BAR AT EACH FACE ACROSS LINTEL 11 HOOK EA. END } liltt3 U TIES @ 7, I` OF WALL AS SHOWN. N MAX. BEAM MAX. BEAM SPAN AND EXTEND # » I I I II I I w 4< �I 1 , , II .; '' , 12 OC. TYP ,i ! nz/ ! » ! » 1 ff n x111 I I 1 SPAN 12 -4 U.O.N. SPAN 9 -4 U.O.N. 1 -0 MIN. BEYOND I CONC. COLUMN OR i I Q U 1 I' I I I I I _ T __ FACE OF ROUGH -�1�- ICF WALL BEYOND I II I II w I `I) , . � I 1 -- -- �. • • - .Q-. -- �� I 11 – — ---- • — .----- OPENING II II � ; t;I �. 00 �— i,� :, 'i , } l� ![ : ALTERNATE C.I.P. LINTEL EXTENSION I �! : 111 - � L 4 L 311 - I ��, I 11 j''I w- 1 „ „Ii �� : L , I' ; t BELOW CONCRETE BEAM I I I ROUGH ;OPENING I I I I ly L, _� �'' !! ! .I �� .1 wN I1 J °1 1 - 'I I. IT, g 3 SEE PLAN g �' A ir z G' ll I ' 11 ICF WALL —:/ / N 3 ICF LINTEL DETAILS } WINDOW DOOR :N :I I . J S6.0 I y , I I FORM SEE11 r II 1 ! !! !! / » I'° II II I 0 . I FLOOR PLANS 4 HORIZ. U 0 9 4 1 0 OUCH OPENING P T CALE. 4 R I MAX.,! I W II ,: � r I 1 III` !! / �./�./ I I I hIf ( it ; @ 18 O.C. I — — f SEE PLAN — — — I I I —I I— a— I , 4 i' ;. [I d I I, � � I 11 1. 1 I 1 {, "1,' SII 1 I . . , 1 1; �1 PLAN VIEW AT TYPICAL 11 ICF j I ",. .t I t l IE3,f"I I . I i I 1 til IJ. 1 1 ,, I iI .,11 II 1 ! 7 )) I I I I I I f i.. 1 I„,, f ,1' ,I it X13 1� I I} WINDOW DOOR OPENING UP TO 9 —4 WIDE I 'I', I .IF � ,II; I. 1, ;1 I ,I �_ �, I STUD WALL FRAMING, I II I II 1 , i;. _ �� ii I 1I, I 2"x6" SPF No.2 I I ,� aI 1_ » 0 ; ,1 1-#5 VERTICAL II I FOR OPENING OVER 4 4 ( II II II ! !! 2-#5 VERTICAL II I I11 „ TO 6 -4 WIDE, PROVIDE @ 24 O.C., AT INTERSECTION PLYWOOD SHEARWALL I II II 11 ill I 12-#5 VERT. EACH SIDE SEE PLAN _N , 1 ' I OF OPENING. II II I 1 �I N 1-#5 VERTICAL 1 .', ii '.I'll �tI It, 1 h' I 1 1 .. I 11 ?Ii I I I Tall fiI :[ ii, I II'`I { i �, ;, ;. 1 _ J 24” O.C. 2!!x8" P.T. SYP #2 � p 1{P 1 M I. 1 °.` ,� i I II h; t a , I.. I I f' -. 3 I i I II ;{ I FASTEN TO ICF WALL I II I II II I Ii { �i. P l II 1I _ A------ -- —�=-- °---�— a » » I II II ,1 I II 1 _�{ r — — — I 'l 111 1,,' 'I l E11 I I1. I' I I I I m W/ /2 �x4 ANCHOR I 1 .t E % .� {� r II I� j BOLTS @ 18" O.C. I II II 1 tl c I 1 I I � i .I .i ,1.. , I ,1 » I I I I. 1 - , N 1 k s 3 u I I 1 p I € - I I I I i t 1' � L i'll I 111 ICF WALL WINDOW/DOOR N 1 #4 HORIZONTA 11 ICF I 11I I » FORM, SEE #4 HORIZ. @ 18 O.C. WALL SYSTEM I I I I I I I i F!1 ► ,if 1 » „ I II II III FLOOR PLANS ROUGH OPENING UP TO 6 -4 MAX., 18 O.C. I I �CF ; if11 I �lt ! I SEE PLAN ECTIO1. II � I'I ;111 1 I IL I I TIMBER TO ICF WALL CONN N I II II I Z GENERAL PLAN VIEW AT TYPICAL 11 ICF I'll 1,1;li,; 11 C � I ,'II I II GENERAL IHORIZO TAL WALL II I Q I I S I ; > » A 1: 1:11ll j ;; SIIIt- I I� WINDOWZDOOR OPENING UP TO 6 — 4 WIDE II I IIII ' I� IIII II REINFORCING SE SECTION DETA�LS 11 if �I J l I ; 1-#4 HORIZONTAL 11" ICF WOOD PANEL SHEARWALL I (�� I I 2/S6.0 I I)I (I Q I ( I ,. �ll ' I ; ;il 1 x ` `, �, OPENINGS TO 4'-4" WIDE, C AND FRAMING, SEE PLAN Z I' I 11 �, I� PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL @ 18 0. WALL SYSTEM I I I 1 I I I I I I; :111 I I :I I !! AND SCHEDULE. Q ( I �I I il II { �- ' I DO NOT SCALE DIMENSIONS FROM I THESE DRAWINGS.IF A DIMENSION IS I ,1 � EACH SIDE OF OPENING. @ 24 O.C. I' I' I 1' 1 E , LOCATE BAR AT CENTER SEE PLAN 'I I I, ,1. I �: II '' 1 OF WALL AS SHOWN. _ (`` I I \''� I I I ( O UNCLEAR REFER TO THE , k I 1 '111 II 1 I I N a . a . O ARCHITECTURAL DRAWINGS OR I III III IIII +I I t r — I `~~� \ I I � ~ I I I I CONTACT THE E.O.R ,C it h ll IL------�----- — ----- -st— �� PLAN NAME A �i 587 BEACH AVE. { I ` ; II I� � I » » I I I 1 I 11 ' II ' 2-#5 VERTICAL 2 x10 P.T. SYP #2 FASTEN `�, I I I [- I 1 I ;�� II I 1, I1 1-#5 VERTICAL AT INTERSECTION � U I� I I III I, 1 I P, I it 1 - @ 24" O.C. TO 11 ICF WALL SYSTEM W/ - - J - - -) L - - �``� 1 - - - - L - - L - - � DESIGN/DRAWN/CHECKED l I 1 ;; 1 J 1 I !! N !! » `r CS KJL LAP i i a ; lI II { I 11 ,j I ;I ;� _ 3 '/2 �x8 ANCHOR BOLT OR DRILL 1) WALL REINFORCING IN THIS ELEVATION IS SHOWN, ``,-_,� DOWELS TO MATCH I I�^ 1 � ,: , I i : Il 9 ICF WALL TWINDOW D00R N 1 I: r,t= , I' (, l I i I l / 6 AND EPDXY /2 Ox10 THREADED DIAGRAMATICALLY ONLY. `SEE SECTIONS FOR EXACT VERT., SEE 6/S6.0. I— °ATE 11 II II , 1 I 1 f I I : I' ,a I;, I I ,I , { FORM, SEE 11 #4 HORIZ. » 02/04/14 I .II I' , I ; I, I, I � 1 I 1 , „ STUD @ 18 O.C. SPACING AND PLACEMENT OF REINFORCING WITHIN WALL CAVITY. I: I i .'FIT ,' ,, FLOOR PLANS ROUGH OPENING UP TO 4 -4 MAX., ?I I I 1 I I I @ 18 O.C. 1, II CONTROL NO. I I 1 I I ; I, I I: 1 I I I I ' II I'! SEE PLAN 2) PROVIDE TEMPORARY SHORING TO SUPPORT ,CAST IN PLACE _ I i , ,,� I I l 1 i . I I' { ` I II » TIM BER TO ICF WALL CONN ECTI ON LINTEL. REMOVE ONLY AFTER 75� F c OR 7 DAYS. U s ,F i , 4 1 I 1 TRUSS ID. 11 1 1 I I'" 1 i I I I PLAN VIEW AT TYPICAL 11 ICF I: �S (t i. 1 I � 1 1 j 1 11 I ' :, I I 1 i1 lI Ili j ;I I ;I ' . 1 i 7s — I REINFORCING AT WINDOW�DOOR OPENING OF 11 ICF WALL Q l , , I, IIF ; , I �I'I ; I;Iw' WINDOW>/DOOR OPENING UP TO 4 —4 WIDE .1 � II � I , ,la'I I II +I j LPA NO. I �1 I I 1 I 1 : I I j I ;til CONT-12-00356 I ° I �`a 11 , 1 I , 11 ' 1 !L �r 1 , , a D E TA IL tf 11S 1 .... I ..:1 _ 6 DETAIL 7 DETAIL SHEET I I 1 I I 1 E i 3 11 ! » » ! ! N 3 » 1 » I I IIS 1,I } 1' I ' S6.0 SCALE: / = 1 —0 S6.0 SCALE: 3 4 = 1 —0 S6.0 SC�AL 'I': /4 = , 1 —0 I 4 I =€ ! I 11 I' I II I,1 l' ! I 1i ,I 'a. , �' 1 Fittill I � S6.0 3 I I I , I Q 11 I l. I 1' i,1 1 1 ;t 1 SHEET 120F12 :tI ' it 11 i ! 1, I I : I � ir I .o I ! �, ;I I l ': � , �, IIIII ,I J, �i ( f; l , iI I r. : : � 1, ,< I 11 : I I I I 1 ;� i i I !!� � I � . t I Ili i II ! I I I , 11 I ,� 1 1 1 I iiiI �I11 � ��i{ , � ;I ; 1 ;I � I I I 11 � ; � ;, 1j1111 I ; , I I � IIAl , !I �'i,1 fI I 11 1� � I I � . . I : , 5� � , � T i, : IIIgI 11 �i�lw[ � I ( ! , I I ° E' ;I �IiI E". i I I I ( I iI �:� : �t:i,i � t : I : �� I Ill I � �11 ,l - i � q I11 �� I 111111111 „�, ------- — _ ----------- iil I DEPARTMENT OF NATURAL RESOURCES MONUMENTAvro - �i N87'58'28 W No. 72-81-A20 M A P O F S U R V E Y 22811 LOTS 5 AND 6, BLOCK 20, PLAT No. 1, SUBDIVISION "A", ATLANTIC BEACH, AS •�� RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 5 IPROJAND 6 AND BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE EASTERLY ECTION OF THE SOUTH LINE OF SAID LOT 5 TO THE EROSION CONTROL LINE OF THE ATLANTIC OCEAN, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B OF SAID PUBLIC RECORDS. I 6g7 c� N NOTES: o 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN MONUMENT "R-50" DEPARTMENT OF NATURAL RESOURCES MONUMENTS _ 72-81-A20 AND 72-81-A21 PER THE COASTAL m 2900 �-� CONSTRUCTION CONTROL LINE (CCCL) FOR DUVAL COUNTY, saa•4a�oo"w I FLORIDA,. THE ECURRENT COASTAL CONSTRUCTION CONTROL LINE IS 1 a I RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL 1 I I COUNTY, RECORDED JULY 21, 1992. I I 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING I j EXTENDED DATUM FOR TIDE INTERPOLATION POINT 100978 I I I I 5.0'), LANTIC BEACH, MHW = 2.04 (NAVD 1988), TIDE RANGE _ I I I 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA 1 STATUTES CHAPTER 161.053 (6)(o)2: "Seasonal high-water I line" means the line formed by the intersection of the rising 0 10 20 40 � 9 1 I shore and the elevation of 150 percent of the local mean ANGLE POINT I tidal range above local mean high water. SCALE: 1" = 20' _50 �+ �_ I 2.04 + (1.5 X 5.0') = 9.54 (NAVD 1988) I APPOSITE LOT Z 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL BRICK WALL 1 CONSTRUCTION CONTROL LINE. PROPERTY CORNER 1 NORTH 1/2 STONE WALL C 1 I I COORDINATES ESTABLISHED USING GPS, RUN USING SPECTRA I LOT 3 I NOR-TH.. 1/2 a, I NO 0 rn 7 I I PRECISION EPOCH 25 L1/L2 EQUIPMENT AND TRIMBLE VRS LOT .4 WOOD °� 7 SOFTWARE AND CONVERTED USING CORPSCON 6.0.1. 1 I DECK 4;O 1 I J N 7. BENCHMARK USED ISA MAG NAIL AND DISC LB 3672 IN 1 I I I �� 5 I 0z �� I THE WEST SIDE OF A WOOD POWER POLE NEAR NORTHWEST PROPERTY CORNER ON THE EAST SIDE OF BEACH AVENUE.. ELEVATION = 14,04 (NAVD 1988). ND zZ o 3' 1< 1 I 134.5' I OI Q r! 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK TWO STORY FRAME I I 1 RE91D NCE TWO STORY N o �o O I �� 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC I I �I� I RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST FRAME oz D � � �r r T PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. II 1 2 ➢ E� RESIDENCE i W�I� v,� z�� I I 9. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL I SOUTH / xA N ::3,01 �' N RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC I 1 I o I LOT 3 0 �o0 I o f I ROECOHDSFORMDUVAL COASCOUNTY, CONSTFLORIDA. RUCTION SETBACK LINE 1 SOUTH �H 1/2 O �15' ACCESS EASEMENT O I r� �Ir, I V a'. X 1OFFICIAL RECORDS VOLUME 7337, P GE 571 1 o � - - _ � (CCSL) SHOWN PER COORDINATES AS RECORDED IN BOOK "B", r 1 PAGES 24, 24A, 24B, 24C, 24D, and 24E IN THE CURRENT LOT 4 � i I �'I�' � � ---- - I �i 146.7' I _ _ _ _-- - - n o I PUBLIC RECORDS OF DUVAL COUNTY. , I N I Op p 00 I 134.8' NINo Z I 0) _ Im m _ - m I I I x D N x11.3 O x14.3 W 0.1 x-1.3 liI� y S 4 I WOOD WALK x 3.� Z� x 1.7 I I o� spQ �X-1 STREET ' 6 S r>1 15.13 I 5 7 x x 5.9 I �' Y� irT +�► ..q•«. w ,wreir .+�. '�.. �w" . I ROAD) -° c'E� x 5.1 I • LL PAVED PUBLIC CONCRETE W LK ��T RIGHT-OF-WAY SAF ► x 7.6 I 1 I 'o' //�� , � � a�lV��`/ 0 � (40 n •J& � N x 7,21 13.� 1 9.2 0 !! ASPHALT PAVEMENT LOW; h'� 15.00 FOUNtR 1/2* x 8.8 x 9.9 x 10. 116 I I Q G. 10.3x tg '3/ \ 114 I I I I I I I I I I REBAR LS I 14.13 15.1 4129 1 x 12.4 1 O z O 12 1�` 11 17 116 1 14 3 112 111 1 I 1 \ I `* _ r1 13.52 CO R j;RIV tf x15.6 \ I 1 1 O Z; 1 13.32 NGS 14 E �57-987T' 5 I 113 1 I 11 �' 1 I 110 1 7 1 N w I I x 12.62 13.10 • epee sr!• ii!•�� O '# • ' 1 \ rn 1 1 Ix 17.2 l 8 I I Z 0 BENCHMARK 12.90 r .'! ' " 0' IR > I BRICK I ' 11 1 1 1 1 1 1 1 I 6 1 5 I 32 I I Z MAG NAIL and DISC LB3672 * " • Y• ! '�� ,� "y 14,2x N$°�� tO A/C PAD WALK i? \ / ➢ 1 W SIDE WOOD POWER POLE • .! "� •• ,� �� x� 9, ' RMEt2 L > 5.6 15.6 1 I ' ` \ I I ' \ I O�0 I I I I I ELEVATION 14.04 NAVD'88 • •� 1 CCCL 14.89 27.9' to 3.9' 0 13.0' t 3.0 I 14 1 t3 1\2 \ \ 1 I \ / I I g <o 5 I W -I 12.69 !� 13,g w �s tee. rl► «wr \ 13.7 x 4. CC 146.0 rn ' ' I I I I I I I 1 I I 1 1 1 0_ I I ob • • �r x 12.60 ,✓� c7 I I \ \ \ I I 1 1 1 Il I rri D I I I Q II 0 t t^ 1 11zWID 6*'Tc' R;►l«. 136.0' I \ ` �` o l I I I 1 I I 1 4.1- x 2x11- - x_0.6 - - rn II _ - _ p a 14.88 3 '` s .. O x 5.8 I 2 IRON �I_ r /1 iI 1 NI 1 �� a, ' L4 � \� 1 2 ' I `I Z FOUNDNO CAP 'gyp E N 1 I I 6! CSN L4N(c PIPE. 12.79 N M 0 ( II I rn 7.8 I x 4.7 x 5. 5.8 TWO STORY FR o0a \ I I 4 x I NORTHING 2180500.2 , � I r` c� 0.3' I \ \ � � I .r • NG 531162.7 0 1`'Jl Z o \ \ 11 I x 5 I I I g L RESIDENCE , m A x � x 12.2 NAD Z 0 m 15.02 No. 587 nT nT \ \, \ I ( \ x1(.4 1 \ I I I I 1 13. OR I I t I o ti \ x 10.5 I I 1 1 I I I 5 4 3 I I -�-�( 11.z Ix\ x STI x 715 1 1�1 112 1N I I I I 5 0.3' FINISHED FL ---t� 1 --1 x 13.0rri --C 1 1 ' [,r*1 1 6 D N ELEVATION 16.2 I 1,2' x 1s;4 ^? x 14.6 1 I I I I I I 0 2 ' 15.6 ? NAVD'$8 x 15.7 \ITJ� 1 I iA \ I 1 \ I ' II D O 8 7 I I aJJ) BRICK x 7.3' _�- 31.5' O I WALK a----- OVERED ro Z I 1 111 I J I 1 DUNE GRASS S 1 O O D 1 I I 14 04 p 14.2 _14'^3 w o o % 1 1 I 1 1 1 Z r I 1 1 I _ 12.80 rts4 I_1 13.5 --�J v 1.6 % CONCRETE I 1 1 1 Lo i r;i /y. a. A, t*1 x 13� "'_'� 7,3' 22.8. 2.T �1 I 1 1 In 8 \ \ 1 \ 1 1 '_ CP O ��`` C NC CONCRETE ! �A� O l / 2 x 13.3 1 13.8 x o A C PAD -yc- LIMITS OF x 15,7 <� 1 1 I 1 1 1 ' \ 1\ I 1\ I I 1 Z 1 I I I I I 1 r "PVC C.O. to 14.34 m I I 5 1 2 I 1.8 x 0. 0 2nd STORY l 12.70 `� `-1 i0 �' 15.8 � \ m WOOD 12 \ I 1 _ II � -i 1 1 1 I 9� x I 7 � I \ \ rI 1 I I D I STEPS I \ I 1 3 \ V x .9 x 0.1 x_ .B x 12.71 WATER Op 14.18 36 N0 rn l*Ci�"t (0 C3 ETERS 0. I 5. l p • C� ELEVISI°N "� 1 x 15.8 m 114 �1 g I 1 �9 1 0 11 \ I I I' r I 1. 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Z C ^ 531171.7 rn I V1 � n � � I � � n �11J�'' FASTING n z -{ NAD'83 O 167.7' N .�^ Z41 Z L o INTI M �0 0 3 -- -- Z a rrl I �--- -- I D O m r I 1 I r - 1 r D Ln m D I I rn , � ANGLE POINT I - 70 I THEPROPERTY SHOWN HEREON APPEARS TO LIE IN OPPOSITE R-51 �/ " n » " r I'VE" I r � FL OD ZONE X , AO (DEPTH 2.0 ) & VE (EL 15) I �m AS DETERMINED FROM THE FLOOD INSURANCE RATE _ MA COMMUNITY-PANEL NUMBER 120075 0001 D, _ 2soo _fl I N86'44'00'E MONUMENT "R-51" N I � RE ISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC I J I I BE CH, DUVAL COUNTY, FLORIDA. II cr I THIS SURVEY WAS MADE FOR THE BENEFIT OF ANNE MARIE Il , MOQUIN AND KIRK MOQUIN. "NOT VALID WITHOUT THE GNATURE AND THE DONN W. BOATWRIGHT P.S.M. ORIGINAL RAISED SEAL OF FLORIDA LICENSED DEPARTMENT OF NATURAL RECHECK BOUNDARY AND TOPOGRAPHIC ' SURVEYOR AND MAPPER." f-RESOURCES MONUMENT SURVEY - AUGUST 16, 2012 FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 No. 72-81-A21 FORMER CCSL ADDED - FEBRUARY 17, 2012 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: FILE: 2012-0638 DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS inc. 1500 ROBERTS DRIVE JACKSONVILLE REF. 2012-0049 EACH FLORIDA DATE: JANUARY 26, 2012 SHEET 1 OF 1 (904)241 -8550