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1595 Beach Ave Revision DESIGN SPE CIFICATIONS SYMBOLS LEGEND . - MATCH EXISTING DESIGN CODE: DESIGNATES FOOTING LINE 2010 FLORIDA BUILDING CODE - RESIDENTIAL ----- DESIGN LOADS: ACTUAL AND UNIFORM 3 - I DESIGNATES SAWCUT LINE ROOF FLOOR S2.0 Q❑ ❑Q DENOTES 8" REINF. CMU WALL TOTAL CUBIC YARDS LOADING (cd=1.25) (cd=1.00) - - - - LIVE LOAD 20 psf 40 psf OF' EXCAVATED FILL N ❑❑ ❑❑ DENOTES 8" NON-REINF. CMU WALL DEAD LOAD 12 psf (ARCH SHINGLES) 10 psf *f x $ BENEATH EXISTING Lou I ❑ - - - - - - ❑ I Associates, llnc� DEFLECTION CRITERIA: PORCH - +/- 14 Cy i ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 I ❑ ❑ I FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L 240 --------'----- / / r-- --- -! a I I a 420 Osceola Avenue WIND LOADING: ( I I ❑ ❑ I Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 BASIC WIND SPEED (ASCE 7-10) --------------------130 MPH ! I ❑ I I ❑ I FL: CA# 8344 SC: CA#579 IMPORTANCE FACTOR --------------------------1.00 !- EX STING SLAB ! O I I ]EI I CONTACT US WITH YOUR COMMENTS MEAN ROOF HEIGHT --------------------------20.0 FT I C VERED PORCH ROOF PITCH ------------------------------7/12 j FO TPRINT I I ❑ I I BUILDING CATEGORY -------------------------- II ❑EXPOSURE CATEGORY -------------------------- p ❑ I ►n►uu:uui:r►rM���/i ENCLOSURE CLASSIFICATION ----------------------ENCLOSED �+ INTERNAL PRESSURE COEFFICIENT --------------------f .18 I EXISTING _-ONTRACTOR VERIFY I ? a'+ In 00 COMPONENTS & CLADDING ALLOWABLE PRESSURES ❑ ❑❑ Dp ❑Q ❑❑ 0 &I N" + zF • o g� TRIBUTARY INTERIOR EDGE STRIP (PSF): ° AREA (sf) ZONE (PSF) 'a' = 4'-6' _ _ ! _ _ _ _ _ _ _ ! _ _ F 's 10 +30.4 -33.0 +30.4 -40.7 ❑❑ ❑❑ ❑❑ ❑❑ ❑ ❑❑ ❑❑ - I ❑ I = ��� NATE ofAp O ❑❑ a❑ ❑❑ ❑❑ ❑❑ ❑ o I I o 50 +27.2 -29.8 +27.2 -34.3 I ❑ - - - - - - - - - - - � ❑ I ( ❑ I I I r'-.,,���F�,S��RIp,PG\���s`' 100 +25.9 -28.4 +25.9 -31.6 I ❑ I I ❑ I I I ° REVISIONS DATE THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE I ❑KN ❑ ❑STRESSWIND RDESGNES HAVE BEEN MEHODOLOGYRNO FURHEREDUCE BY 60 AS REDUCTION ITTED SHALLBBETHE PERMITTEDABLE ❑ 0 & COMMENTS BUILDER 06.05.1OON-REINF RCED ❑ I ❑■ I I I &OWNER DIRECTED10.01.14 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE CHANGESPRESSURES SHOWN IN TABLE ABOVE. . ASONRY ALL &LL_ I I I ❑ El OOTING, TO BE ❑ z I o • LINEAR INTERPOLATION IS PERMISSIBLE. Ld I °❑ I DEMOLISHEDI Q F- W IOI 1 ❑ I w iol I • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP O0 I ❑ I I ❑ I ❑ PRESSURES. U ❑ ❑ = I JE03• DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE of Q I I FIELD ALTERATION ❑ EXI STI N G WOOD FRAME ❑ I I CONTRACTOR SHALL CONTACT LOU WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE I ❑ I STRUC URE ABOVE TO ( ❑ I I ❑ 1 PRESSURES. z r I PONTIGO a ASSOCIATES PRIOR TO C) I B I REMAIN. CONTRACTOR I ❑ I a I S2.0 I MAKING ANY STRUCTURAL FIELD U MODIFICATIONS WHICH MAY VARY ■ I FROM THE INTENT OF THE ORIGINAL TO PROVIDE SHORING ❑ CONSTRUCLTERTION DOCUMENTS.ANY GENERAL NOTES F� CONSTRUCTION SPECIFICATIONS z ( ❑ I To SUSPEND 8c SECURE I ❑ ❑ I I BENDGAAPPROVEDBYATIONS MOADEOPRIORTO P NTIGO B GENERAL NOTES: I °O I FRAME BUILDING WHILE °❑ a ASSOCIATES MAY RESULT IN MEANS AND METHODS: X NEW WALLS ARE BUILT I I ❑ I I I ADDITIONAL ENGINEERING OR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, W I El ( I ❑ Q I INSPECTION FEES. 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 TO CONSTRUCT I ❑ I I ❑ I O THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. El ❑ LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: I Q I I ❑ I ❑ I I ■ THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: El CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED I °O I I Ir � I I El SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS I ❑ I I ❑ ❑0 ❑❑ CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. L - DESIGN IS VOID ONE YEAR AFTER HE DATE OF HE ORIGINAL DOCUMENTS, UNLESS PLANS HAVE BEEN ° ° NEW FOUNDATION PLAN LL REVIEWED FOR CODE COMPLIANCE. MATERIAL SPECIFICATIONS: SCALE: 1/4" = V-0" w DEMOLITION PLAN NOTES: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER SCALE: 1/4" = V-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. FOUNDATION. FOR GENERAL FEATURES, DIMENSIOiJS, CONDUITS, ELECTRICAL EMBEDS, ❑ r 1 (U.O.N.) STEP HEIGHTS, ECT., SEE ARCH. PLAN. -ARCHITECTURAL PLAN SHOWN HERE IN FOR v ANCHORING ADHESIVE: EPDXY: RED HEAD EPCON G5. REFERENCE ONLY. � REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. �� � 4 �, - W Q 2. FTGS. & FND. SHALL BE IN ACCORDANCE w LOC -3 = L STEEL: SHALL BE ASTM A992 GRADE 50. �,, ► 3 AL BUILDING .CODES. __:.. -. .... .: ... ..WELDED., WIRE FABRIC (WWF) SHALL BE<;ASTM- A185. . . a_ t. � ' ' I �. .. � � z _ _ , ..,3..�S ., �. __ _ . .. _ . .OIL .COMPACTION _A D. FILL, SHALL,� .� ..� N BE COMPACTED TO _ _ _.. . .. .. ..r .. _- AMI -� _ .. N OF 95% MODIFIED ASONRY SPECIFICATIONS. �. ., , IED ,. .<: ,,_ . , .,=• R.IN ORD .•,WITH ASTM D':':'1557. ,, GENERAL - Q W _ =-P OCTO ACC ANCE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN 3 I ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 a. DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE I 7 W AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND S2.O 16" TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 0•H• CONCRETE MASONRY UNITS (CMU): CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, --- --- - NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). 5Y4 MIN. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS C I #5 4.0' TOP 12" O.C. o I CONIC. SLAB > PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT \r EXCEEDS 5'-0". \ 16" I Kv J N I I 16" CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN 0.H. I jQ #5 C�? 12" O.C. £ I O.H. ACCORDANCE WITH ACI 301. I EA WAY BOT. I I O ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS r ^ I I u , O I I M FOOTING AND FOUNDATIONS: I � W (f FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN J I I CP DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS I p AOII RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN I X 1 X I I r n A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC I LO I I y MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF r , 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION 0 III NOTCH BOTTOM OF ❑ �, (EOR) IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD ❑ CMU LINTEL !III BEAM 9" SO THAT BEAM BEARS ON UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN ❑ TOP OF LINTEL ADD FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ® 1 11 HGUM HANGER rn 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR `" ADD HGUM5.25 SDS I CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. GIRDER HANGER TO SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ❑ FACE OF LINT IIII MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 ❑ „ �� L W/ IIII HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, Q 5-5�8 �X5 TITER HD _ 7 STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI DO NOT SCALE DRAWINGS. � ICHORS 8c 24-Y4 x2Y2 z - DEMOLITION PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS O SDS SCREWS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL IN FILL WALL ❑ : .��, HEIGHT WITH - #4 ® 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 -J IIII � -- :�,�,_ 4 � � RETAINING PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY CONSTRUCTION AND BRING ANY DISCREPANCIES TO THE 'ANY WORK INVOLVED. Q BELOW LINTEL, ` INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL ❑ J IIII SEE 1/S2.O _ �, /� �' f L``" WALL PLAN NO STRUCTURAL CHANGE FROM THE APPROVED PLANS SAND SPECIFICATIONS SHALL BE MADE IN THE FIELD CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. W , VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESSWRITTENAPPROVAL IS OBTAINED PRIOR THECONTRACTOR.CTO THE CG SUCH N NDITION CHANGES HALL�IBEOREPA RED OUT THE IRTEN 0 A SHALL BE THE RESPONSIBILITY OF TH RA R UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6"' REPLACED AS DIRECTED. ` .tx F, a DETAILS CONCRETE SLABS ON GRADE: SHOP DRAWINGS ❑ O IIII Z (n SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED TO HELP THE ENGINEER VERIFY HIS DESIGN CONCEPT. [] C� x H- H- SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN C04CEPT AND DOES NOT RELIEVE THE ❑ z IIII (n PREVENTION OF SUBTERRANEAN TERMITES. - X DO NOT SCALE DIMENSIONS FROM CONTRACTOR FROM COMPLIANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS, WHICH HAVE PRIORITY 0 W �J I �_ THESE DRAWINGS.IF A DIMENSION IS OVER SHOP DRAWINGS. THE,CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, - - O 4.. u_ :,__ UNCLEAR REFER TO THE �.s a�„ SAWCUTS: FABRICATION PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AN COORDINATION OF THE WORK WITH X p ARCHITECTURAL DRAWINGS OR FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x20' GRID WITHIN 12 HOURS OF OTHER TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY'TO CHECK IS OWN SHOP DRAWINGS AND Q W $ �, , CONTACT THEE.O.R CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON FOUNDATION PLAN THOSE OF HIS SUBCONTRACTORS. IIII VVE FOR SORE C-0 , #{' �I 51.0. CALL EOR FOR ALTERNATIVE METHODS. - ,� ��y�' 1�'��'��I'�'y��, f _1H1 PLAN NAME THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO SUBMITTAL. THE !!!! ADD HGUM5.25-SDS S'� 0FAr1 O ShDLI'IO J NEW GARAGE GENERAL NOTES SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY REVIEW SHOWS MAJOR ERRORS ❑ THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE O GIRDER HANGER TO 1 REQUIRE.&IEhNTSANDCONDITT( NS, i DESIGN/DRAWN/CHECKED PLAN LAYOUTS SHOWING LOCATIONS OF ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, 2 ❑ FACE OF LINTEL w/ �) OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE SUBSTITUTIONS OR DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. -5 » - » I V .swpa _3., / CS WAC LAP STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ANY OF THE CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE S2.0 ❑ 8-5/8"0'5"0x5 TITEN HD ❑ �- � '• - ��� �y ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED SUBM TING THE SUBMITTED SHOP EXCAVATED MATERIAL TO BE ❑ 1111 ' �" MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING ANCHORS & 24-Y4%2 _ - -� - DATE DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELYMANNER NOT TO EXCEED TWO SPREAD EVENLY ACROSS THE IIII 03.13.2014 CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL SDS SCREWS ❑ a "``�= *' ►kis s �< a WEEKS, PRESUMING ALL NECESSARY SHOP DRAWING SUBMITTAL CRITERIA HAVE BEEN MET AND ALL CONTROL NO. OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. PERTINENT SHOP DRAWING DOCUMENTS REFLECT THE MOST CURRENT CO STRUCTION DOCUMENTS. EAST SIDE OF PROPERTY LANDWARD ❑ p OF THE EXISTING BULKHEAD �� R I " TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL OTHERWISE. CONSTRUCTION DETAILS NOT FULLY EXISTING r NOTCH BOTTOM OF �� o\ l`s� 378 FILE COPY SHOWN OR NOTED SHALL BE SIMILAR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL �`\V V 1 TRUSS [D. COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQUIREMENTS. " �„ a�urrr }. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS BEAM 9" SO THAT .. ,ss, , , """�`� N/A THE CONTRACTOR SHALL INFORM THE ENGINEER IN DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS AND TYPE QF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE DEP COMPLIANCE NOTE NEEDED IN ORDER TO CONFORM TO CODES RULES AND THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO BEGINNING l'IEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCRE ANCIES THAT MIGHT EXIST BETWEEN BEAM BEARS ON f u LPA NO. N TOP OF LINTEL ADD ALL VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL � BLCK-13-00274 TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCHITEMS OR OTHER MEASURES TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, F HGUM HANGER OCT 0 2 2014 SHEET ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH EXISTING NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN THESE DESIGN PLANS AND: SPECIFICATIONS ARE IN COMPLIANCE RAMING PLAN CONDITIONS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE-RESPONSIBILIT OF THE CONTRACTOR. WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, SCALE: 1/4" = V-0" By- ' - FLORIDA ADMINISTRATIVE CODE Y S1 .0 SHEET 1 OF 2 A A i a^a ,z ,. , K. Lou Pontigo and ' Associates, Inc. t'-rv`:, _ _. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L: CA# 8344 SO CA#3579 y CONTACT US WITH YOUR COMMENTS COMMENTS @ LP•A.COM I •rrrrr•.••.••.••• 40 •r 0.53311 a ti I a, STATE OF FIA 0. "IIJREVISION DATE QFIELD 2 CONDITIONS 09.25.1 &OWNER DIRECTED 10.01.14 CHANGES L EXISTING WOOD FRAME STRUCTURE ABOVE, TO FIELD ALTERATION TYPICAL P.T. PLATE REMAIN. CONTRACTOR ° CONTRACTOR SHALL CONTACT LOU 2 x 10 P.T. S YP 2 PONTIGO Et ASSOCIATES PRIOR TO # TO PROVIDE SHORING w/ '/2"0 x8" A.B. MODIFICATIONS WHICH MAY VARY TO SUSPEND & SECURE AKIN YSTRUCTURALFIELD ! INAL OR FRAME BUILDING WHILE CONSTRUCTION FROM DOCUMENTSENT OF THE GANY FIELD ALTERNATIONS MADE PRIOR TO '/2"0 THREADED ROD NEW WALLS ARE BUILT BEING APPROVED BY LOU PONTIGOa DRILLED & EPDXIED ADSOCIATES MAY ALENGNRESULTIN w/ 8" EMBEDMENT INSPECTION FEES. 8x10 LINTEL w/2-#5 AT TOP AND BOTTOM EXISTING WOOD FRAME = 24" O.C. w/ 2x2x12" STRUCTURE ABOVE, TO -\- = o WATER PROOFING PLATE WASHER. #5 @ 12" O.C. BY BUILDER T ICKNED. REMAIN. CONTRACTOR ' ' TOP TYP. TO PROVIDE SHORING 2x8 SYP#2 P.T — TOP PLATE FASTEN = TO SUSPEND & SECURE ' TO BOND BEAM — 8"x8" CMU OPEN BOTTOM 8" CMU w/#5 @ 24" 4'-0„ #5 SUPPORT FRAME BUILDING WHILE J w 3 TITENS — LINTEL BLOCK BOND BEAM O.C. HELD TO INSIDE 1-#5 CONT. BAR EA. END / _ FACE OF WALL, GROUT AT PERIMETER SLOPE SLOPE NEW WALLS ARE BUILT @ 16" O.C. — w/ 1-#5 CONT. 6w ALL CELLS. w 7/6" OSB WALL SHEATHING. , :. on NEW 2x8 SPF#2 FASTEN TO STUDS w/ @ 16" O.C. 8d COMS @ 6" O.C. NOTE: HOLD VERTICAL 5 PROVIDE HORIZONTAL JOINT 1 OPEN BOTTOM v IN-FILL WALLWALL REINF REINFORCEMENT AT 16" O.C. . TO INSIDE MIN 'y . „ BEARING ;LINTEL BLOCK, !! ! 16 O.H. OPEN BOTTOM FACE OF WALL VERTICALLY, (EVERY OTHER ON 3 SIDES WITH 2- 5 TOP o LINTEL BLOCK, Q #5 @ 12 0.C. #5 @ 12 0.C. # �&.;BOTTOM WITH 2- 1 =„. CQUftSE „r SEE PLAN EA WAY BOT EA WAY BOT : ........ ,. ,:., .}. ... .. ... :..-.-. ..... .,., .. .... '.:. _ ..., i Yom.. `..""i-a r, � ,..e.�.. .... . - _... a ...- BOTTOM LU -2x8 SYP' 2 P.T BACKFILL WITH CLEAN FREE ri Lij St/ ,t ..;5 1. ., .._..., .,.._.- ._.•na. z.......,.. .... :... .... ... a.,-..:. � ':..: uc a 5:� ,a: ,T.•.- -:: '::. r - W SILL PLATE` ATTACH DRAINING SAND OR GRAVEL elf Q� TO 6” FOUNDATION WITH LESS THAN 10% FINES Q SEE 1/S1.0 FOR REINF. HOOK WALL REINF. PRE-CAST > :z �������� ILINTEL BLOCK, U w/y4 x3 TITEN @16 O.C. 8x8 OPEN LINTEL INTO CONC. SLAB ( ' I a_ 1 12" MIN. TYP. w/2-#5 CONT. T W BLOCK w/ 1-#5 CONT. J d- PRE-CAST + FILL ALL CELLS ������������ LINTEL BLOCK, o O U#3 DOWEL BAR w/130° M 8" 22 w/2-#5 CONT. I I HOOK. EPDXIED 4", SPACE-,,,,,, �/\/\/\/\/\/\/\/\/\/\/�/�/\/\ \ \/\/ EXISTING @ 32" 0.C. M SLAB ON GRADE, W SEE PLAN W \ EXISTING SLAB SLAB ON /��� °. GRADE, I II I—III o J SEE PLAN. 1 III=III=III EL.+10.4, NAVD - In O I 1 #5 DOWEL w/ 3" CLR CpCONCRETE 10" HOOK CENTERED 24„ 3-#5 CONT. FOOTING I N WALL. w/ #3 @ 24" OC r n L J 1 EXISTING OPENING FRAMING DETAIL 2 4-6" RETAINING WALL 3 SCHEMATIC SECTION ° 2.0 SCALE: 3/4"-1'-0" S2.0 SCALE: 3/4" = 1' S2.0 SCALE: 3/4" = 1'-0" RETAINING WALL DETAILS a SECTIONS DO NOT SCALE DIMENSIONS FROM I THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME NEW GARAGE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 03.13.2014 CONTROL NO. 378 TRUSS ID. I N/A LPA NO. BLCK-13-00274 SHEET S2.0 SHEET 2 O2 - i