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1595 Beach Ave revisions DESIGN SPECIFICATIONS SYMBOLS LEGEND DESIGN CODE; ----- DESIGNATES FOOTING LINE 2010 FLORIDA BUILDING CODE-RESIDENTIAL DESIGN LOADS:ACTUAL AND UNIFORM ------„�,�,+,•Y,. DESIGNATES SAWCUT UNE ROOF FLOOR MATCH EXISTING 0O❑ DENOTES 9"REINF.CMU YTALL OW LOADING ) (.d=1.00) TOTAL CUBIC YARDS F(}I I(Jnr (cd=1.25 OF EXCAVATED FILL 'f 3 ❑❑❑ DENOTES 6"NON-REINF.CMU WALL LIVE LOAD (0 psf 40 psf (((jjj S2,D Lou Pontigo and DEAD LOAD 12 psf(ARCH SHINGLES) tD psf BENEATH EXISTING ----- Associates,Inc. DEFLECTION CRITERIA: PORCH +/- 14 CY ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/180 JUN 2 4 2 014 y420 05Ce01a Avenue FLOOR FRAMING:LIVE LOAD L/350&TOTAL LOAD l/240 F -J � ��0❑ WIND LOADING: I --- I I'1�)e��j`�girli �i{?�ttt'&�3 12y}n5557 BASIC WIND SPEED(ASCE 7-10) -------- --130 MPH I EXISTING SLAB I I I `` ,+�g4A�'Cn AATuBv T•T0.�dJ"�v }",• IMPORTANCE FACTOR -------------- -- ------t.00 L^ I d •' MEAN ROOF HEIGHT - --- ----- - --20.0 FT I I I I 1 �+ I COVERED PORCH I I ❑ ❑ I `� BUILDING CATEGORY ----- ----- --- ----- --ROOF PITCH 7'12 l FOOTPRINT--j �� I p I I p I �^ - s`e�EXPOSURE CATEGORY ---- - -- ------- - - --_D I I �__ -- .�.• .. _ i I I i "% "'`1 .tib B•�� , •6 ENCLOSURE CLASSIFICATION - ------- ------ENCLOSED 9 4 INTERNAL PRESSURE COEFFICIENT - - ------- --t i I ❑ I I ❑ I as® COMPONENTS&CLADDING ALLOWABLE PRESSURES EXISTING, CONTRACTOR VERIFY TRIBUTARY INTERIOR EDGE STRIP(PSF): - I I L-_ ' 9 6 AREA(sf) ZONE(PSF) 'a'_q-6" -- _ ( I E r_ d 10 +30.4 -33.0 +30.4 -40.7 ❑❑❑0011 ❑❑❑❑❑❑❑❑❑O❑❑❑❑❑❑❑❑ ❑ I ❑ i'i ' } a. -n' 11 ay I ® m 50 +27.2 -29.8 +27.2 -34.3 ❑ ❑ _ I ❑ I A ,. _ f {', d 100 +25.9 -28.4 +25.9 -31.6 I❑I I❑I I 4d J ®� v ❑ ❑ I I I I ¢ '� { j 5� REVISIO DATE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES(ASD).THE ABOVE I❑I _ I❑I +.r WIND PRESSURES HAVE BEEN REDUCE BY 060 AS PERMITTED BY THE ALLOWABLE ❑ ❑ I I I I J1 i�;mm5KTS 06.05. STRESS DESIGN METHODOLOGY.NO FURTHER REDUCTION SHALL BE PERMITTED I❑ NON-REINFORCED I❑ rl s • COMPONENT&CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NE,ATIVE (❑ MASONRY WALL & I❑I }� 'A,r , _ �+� PRESSURES SHOWN IN TABLE ABOVE. Li ❑ OOTINJG, TO BE ❑ I I I I a �d�° • LINEAR INTERPOLATION IS PERMISSIBLE. W I D I DEMOLISHED I • PLUS=PRESSURE AND MINUS=SUCTION. i❑I I❑I I I i &r Sara sus • THE DISTANCE'a•FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE ST IP OI■I I❑❑ PRESSURES. U ❑ H I I YT I + L 4 FIELD ALTERATION • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF HE I 0 I EXISTING WOOD FRAME I❑I _ X I I I - - s-- carni C70 5-1-coNTnC-Ou WINDOW/DOOR hAANUF./SUPPLIER&SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVEW roNnco E AssOC-SP RTO PRESSURES. Z I■I STRUCTURE ABOVE, TO •I , ,�. -NG Ar STRucnr,+nL FIELD 00 ❑ REMAIN. CONTRACTOR }❑ = I I I I - `- ""`•'`' N%coltic TaNs-0`1 wYVARY GENERAL NOTES 8 CONSTRUCTION SPECIFICATIONS C; I❑ ❑ Q I 1 I I mDA,HE NENr DF 4EDWGN ❑I TO PROVIDE SHORING I■I CONSn UCTIUN DOCUNEN S.MY _ m �.". Z I TO SUSPEND & SECURE I -m uElNcn RO ED dY LUJ PUM GU6 GENERAL NOTES: f- ❑ FRAME BUILDING WHILE ❑ -.._ i i S2.0 I I DOITGN LtuN [Esw GOR MEANS AND METHODS- LO I❑I NEW WALLS ARE BUILT I❑I- J<� � NSPErnDNFEns THE STRUCTURAL ENGINEER SHALL HOT HAVE CONTROL Oft BE RESPONSIBLE FOR CONSTRUCTION MEANS, W I❑ I❑I ❑ I I - If METHODS,TECHNIQUES,PROCEDURES,OR SEQUENCES,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TOC(NSTRUCT -` -"-' •� THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. I❑I I❑I I I 1. I IMITS OF STR 1CTURAN.INF RIN•0 SI•N EL SPONRIBII ITL S- I I T; THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: I Q I I■❑I_.. _..... I I I I w I CONTIN INUOUS LOAD PATH FOR WIND UPLIFT,WOOD PANEL SHEARWALLS,WALL FRAMG AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING.ITEMS NOT DESIGNED PRE_EN GI EER ED I O I I D I" -� I O I I ❑ I �'' - � �,� WOOD FLOOR AND ROOF TRUSSES,FLOOR FRAMING NOT SPECIFICALLY ADDRESSED,TRUSS-TO-TRJSS F ���� 0 CONNECTION,AND ANY ARCHITECTURAL,MECHANICAL OR ELECTRICAL SYSTEM. I❑I I❑I I I I �; pazy DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS,UNLESS PLANS HAVE BEEN �❑ ❑J - I� I I I $ '�s�.\, I 1 I RENEWED FOR CODE COMPLIANCE. I VVV 1 1 1 MATERIAL SPECIFICATIONS: -❑� I •❑-i F._., ,° 'l3*�', `L• DEMOLITION PLAN METAL CONNECTORS:ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GAL P.NIZED. RETROFIT REBAR/ROD INSTALLATION:EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER SCALE: 1/4"= 1'-0" NEW FOUNDATION PLAN , iii hAINIMUM, HOLES SHALL BE I/"LARGER THAN REBAR SIX AND'/a"LARGER THAN THREADED RO SIZE. SCALE; 1/4 p'; g U.O.N. °'= 1'-0" ANCH ANCHORING ADHESIVE: r, Uj EPDXY;RED HEAD EPCON G5. NOTES: <s�' Ilmm.•IL.�� REINFORCING STEEL•SHALL BE ASTM A615,GRADE 50. \ STRUCTURAL STEEL:SHALL BE ASTM A992,GRADE 50. 1.THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO.RELATED TO THE / WELDED WIRE FABRIC(WWF):SHALL BE ASTM A1a5. FOUNDATION.FOR GENERAL FEATURES,DIMENSIONS,CONDUITS,ELECTRICAL EMBEDS Y C Uj STEP HEIGHTS,ECT.,SEE ARCH.PLAN.ARCHITECTURAL PLAN SHOWN HERE IN FOR r ' coMASONRY SPECIFICATIONS, RE FERENCE ONLY. ■ 4 GENERAL: 2.FIGS. &FND.SHALL BE IN ACCORDANCE w/LOCAL BUILDING CODES. & ( , MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05,AND SHALL BE CONSTRUCTED IN •�}�°' •' # ; U ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 }' .S �Px� DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASIIM C1019,GROUT SHALL HAVE A MAXIMUM COURSE 3.SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN.OF 957 MODIFIED "_ +„�, < U Uj Uj AGGREGATE SIZE OF%PLACED AT AN 8"TO 11"SLUMP.MORTAR SHALL CONFORM TO ASTM C2TO AND PROCTOR IN ACCORDANCE WITH ASTM D 1557. - fir TYPE M OR 5.TYPE N MORTAR MAY BE USED IN BRICK VENEER.CONTRACTOR SHALL BE RESPON31BLE FOR �? 4 THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS ICMU), M I p'�/1 LIJ `�`J CMU.SHALL BE IN ACCORDANCE WITH ASTM C90-75,HOLLOW LOAD-BEARING(CMU),TYPE 1,GRADE N-1, CWyT W NORMAL WEIGHT.I4CO A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi(fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0•MAXIMUM LIFTS cL j.� PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WAL-HEIGHT EXCEEDS 5'-0'. CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08,AND SHALL BE CONSTRUCTED IN �*9 ALL CONCRETE WITH ACI 301. Q # ' r n ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 P51 AT 28 DAYS �. j. u ' FOOTING AND FOU NDAT10N5 T FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES.FOOLING HAVE BEEN NO=BEAM v ' DESIGNED WITH A SOIL BEARING(DESIGN MAXIMUM)OF 2000 PSF.A SOILS INVESTIGATION REPORT IS MA /'�RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDNlONS.IF THE FOOTING ELEVATIONS SHOWIJ OCCUR IN T LJ 1 ( 'A DISTURBED OR UNSTABLE SOIL,THE ENGIIJEER SHALL BE NOTIFIED.SOIL SHALL BE FREE OF Oft;ANIC 52 0 ON I J v MATERIAL AND COHESIVE(CLAY)SOILS.SOIL COMPACTION AND FILL SHALL BE COMPACTED TOA.AIN.OF a 957.MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. z. �� /x FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION.FOR GENERAL FEATURES,CONDUITS, ❑❑ --- - -- -------- O `" ELECTRICAL EMBEDS,STEP HEIGHTS.ETC.,SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING DIMENSIONS ❑ AND LOCATION FROMTHE FOUNDATION PLAN SHOWN ON$1.0.DO NOT DETERMINE FOOTING LOCATION BASED ILII ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN,BUT BY DIMENS1014S PROVIDED ON FOUNDATION ILII PLAN.IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD - (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS,MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3•'IN IN FILL WALL BELOW O1 FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRACE.IN ALL CONTINUOUS FOOTINGS PR VIDE#3 @ III 1 48'•O.C.OR ROD CHAIRS.PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICWLAR LIN TEL, SEE 1/S2.0-\ ILII Q) CONCRETE ELEMENTS BY INSTALLING CORNER BARS.MINIMUM OF 40 BAR DIAMETERS INTO EACH E.EMENT. SPLICES IN REINFORCING,WHERE PERMITTED,SHALL BE 48 BAR DIAMETERS ILII MASONRY STEMWALLS:ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E.E G ADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE'S'MORTAR.WALL COURSING SHALL BE RUNNING BONDS, CMU LINTEL III DEMOLITION, STACK BOND SHALL NOT BE USED.GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 P51 DO NOT SCALE I E �RAIA/l nl/�C• PEA ROCK CONCRETE GROUT.SPLICES IN REINFORCING,WHERE PERMITTED,SHALL BE 48 BAR DIAMETERS IV I J AL DRAWINGS. O_ �ILII RETAINING � ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID.ALL EXTERIOR WALLS SHALL BE REINFORCE)FULL ] IN FILL WALL HEIGHT WITH-#4 CSP 4'-0"O.C.MAX.AND AT EACH CORNER,WALL END,AND WALL INTERSECTIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS AND ELEVATIONS AT THE JOB SITE DURING I J ILII BELOW LINTEL, I, PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS 3Y CONSTRUCTION AND BRING ANY DISCREPANCIES TO THE ANY WORK INVOLVED WALL PLAN INSTALLING CORNER BARS,MIIJIAUM OF 40 BAR DIAMETERS INTO EACH ELEMENT.AT STEMWALL SEE 1/S2.0� AUF CONSTRUCTED OF 5 OR MORE COURSES,PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16"O.C. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD v VERTICALLY,(EVERY OTHER COURSE),AND VERTICAL REINF.SHALL BE INCREASED AS NOTED ON 1X51.0. UNLESS WRITTEIJ APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE.CHANGES WITHOUT THE WRITTEN I ,,`• ; #'REPLACED AS DIRECTED. & DETAILS UNLESS NOTED OTHERMSE.LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE CONDITION SHALL BE REPAIRED OR �_ILII _ CONCRETE SLABS ON GRADE CO x ILII O 1 . SHOP DRAWINGS Z Ln Z .4 SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED AND U7 N SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY HIS DESIGN CONCEPT. r I r' Dn NaT SCALE DwfNSIDNs morn THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND DOES NOT RELIEVE THE I/1 III to In O Y3 mESE ORn�rNcs uADw+cNSIaN Is PREVENTION OF SUBTERRANEAN TERMITES. C014TRACTOR FROM COMPLIANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS,WHICH HAVE PRIORITY X O t^) X O SAWF' waenR REnLRnn� OVER SHOP DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, W .� W-� i• nRollTccmm�L DRnxvwcs oR FORC ON FABRICATION PROCESSES,MEANS,METHODS,TECHNIQUES,SAFETY AND COORDINATION OF THE WORK WITH v 1^ conrncrn�E cou FOR CONTROLLED CRACKING CUT A 1C SAWCUT INTO SLAB INA AND GRID WITHIN 12 HOURS OF ❑ ILII - CONCRETE PLACEMENT,PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON FOUNDATION PLAN OTHER TRADES.IT IS ll{E CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP DRAWINGS AtJD ILII z Ery" PLAN NAME 51.0.CALL EOR FOR ALTERNATIVE METHODS. THOSE OF HIS SUBCONTRACTORS. .NRA NOTES THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO SUBMITTAL,THE NEW GARAGE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY REVIEW SHOWS MAJOR ERRORS 2 DESIGN DRAWN;CHECKED THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE 4ETHOD WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CHECKING.ALL SHOP DRAWINGS SHALL INCLUDE OF CONSTRUCTION.THE CONTRACTOR SHALL PROWDE ALL MEASURES NECESSARY TO PROTECT iH_ PLAN LAYOUTS SHOWING LOCATIONS OF ITEMS DETAILED ON THE SHOP DRAWINGS,ANY CHANGES, S2.0 D I I ❑ '�„; ) CS WAC LAP SUBSTITUTIONS OR DEVIATIONS FROM THE CONTRACT DOCUMEIJTS SHALL BE CLOUDED ON SHOP DRAWINGS. ILII DATE STRUCTURE,WORKERS AND OTHER PERSONS DURING CONSTRUCTION.SUCH MEASURES SHALL IN LIE,BUT ANY OF THE CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE , ARE NOT LIMITED TO,MEANS AND METHODS,BRACING,SHORING,FORMS,SCAFFOLDING,GUYING OR OTHER EXCAVATED MATERIAL TO BE ILII ^=- >�= y 03.13.2014 MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY.THE SUBMITTED SHOP CONSTRUCTION.OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY MANNER NOT TO EXCEED TWO SPREAD EVENLY ACROSS THE i CONTROL NO. - OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. WEEKS.PRESUMING ALL NECESSARY SHOP DRAWING SUBMITTAL CRITERIA HAVE BEEN MET AND ALL EAST SIDE OF PROPERTY LANDWARD I `❑ 378 PERTINENT SHOP DRAWING DOCUMENTS REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. OF THE EXISTING BULKHEAD TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL OTHERWISE.CONSIRU CTION DETAILS NOT F LLY8`�"• a TRUSS ID. SHOWN OR NOTED SHALL BE SIMILAR SIMILAR CONDITIONS.ALL WORK,MATERIALS AND CONSTRUCTIDN SHALL EXISTING STRUCTURE NOTE: NOTCH BOTTOM OF BEAM 4" '' '' COMPLY WITH ALL APPLICABLE BUILDING CODES,REGULATIONS AND SAFETY REQUIREMENTSJ N/A EXIST114G STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY VERIFY ALL EXISTING/NE'1!ELEVATIONS MAX SO THAT BEAM-BEARS THE CONTRACTOR SHALL INFORM THE ENGINEER IN DISCREPANCIES OR OMISSIONS NOTED ON THE RAWINGS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES,AND NOTIFY ENGINEER IMMEDIATELY BEFORE ON TOP OF WALL LPAN°' NEEDED IN ORDER TO CONFORM TO CODES,RULES AND THE ENGINEER WILL SEND WRITTEN INSTRU TIONS TO BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN DEP COMPLIANCE NOTE . BLCK-13-00274 ALL VARIATION NOT REPORTEC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION DOCUMENTS AND/DR ACTUAL FIELD CONDITIONS.THE CONTRACTOR SHALL PROVIDE ALL 5 t SHEET TEMPORARY BRACING/SHORING,TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, FRAMING PLAN ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH EXISTING NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DUR114G CONSTRUCTION.THE DESIGN THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCEC CONDITIONS.RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, SCALE: 1/4"=1'-0" J J FLORIDA ADMINISTRATIVE CODE SHEET 1 2