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13-1306-005FOOTING SCHEDULE MARKS SIZE REINF. BOT REINF. TOP f'C REMARKS DEPTH WIDTH LENGTH LONG SHORT LONG SHORT F -36 18" 36" 36" #506" O.0 #506" O.0 3000 PSI F -48 18" 48" 48" #506" O.0 #5®6" O.0 3000 PSI 6' -0" 1. _ C -1 -f- -5,_0„ DEEP J EXIST. POOL II i j � I I,II DEEP i 1 S -1 ININD DMGN CPdTERIA PER AS(E7�10 BASIC WIND SPEED V= 175 MPH (FOR ULTIMATE ANALYSIS) WIND EXPOSURE = C BUILDING CATEGORY. II ENCLOSURE CLASSIFICATION = BLDG ENCLOSED Kd= 0.85 qh= -33.94 PSF (FOR ASO ANALYSIS) COLUMN SCHEDULE MARKS SIZE ��N OR TIES S O CAP PLATE Fy REMARKS C-1 3 "X 3 "Xt 4" / PL X11 "XO' -11' }" BENT PLATE. SEE SECTION 46 KSI FILL SOLID WITH CONCRETE W 1/S -2 STEEL COLUMN. SEE COLUMN SCHEDULE I �. (4) 3/4" 0 A307 ANCHOR HEADED 1 . OLTS, EMBEDDED 12" IN CONCRETE, SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE _-STEEL PL 3/4" X 11" X 0' -11" WELL COMPACTED I STEEL COLUMN. SEE COLUMN E70XX SCHEDULE. TYP' EXISTING PAVER I PROTECT COLUMN BELOW GRADE WITH F TO TG. CONSTRUCTION TO RESTORED AFTER I CONCRETE ENCASEMENT MATCH EXISTING - �r- - - - - -- - - - - - - -- -- - -�!- - -- - -� I r - - -- -- -�- - -- -- _� T - -- -T� - - -- _ - -Jr- -- , ° u I (4) 3/4" 0 A307 ANCHOR HEADED BOLTS, EMBEDDED 12" IN CONCRETE, SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE 959: COMPACTED o " ° LL (TYP.) NEW FOOTING F -48. SEE FOOTING SCHEDULE FOR AND REINFORCEMENT SECTION 1 1 =1 -o S -1 STEEL COLUMN. SEE COLUMN SCHEDULE , STEEL COLUMN. SEE COLUMN SCHEDULE IL (4) 3/4' 0 A307 ANCHOR HEADED 1 . 0LTS, EMBEDDED 12" IN CONCRETE, SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE i STEEL PL 3/4" X 11' X 0' -11" WELL COMPACTED E70XX I TYP. EXISTING PAVERS FLOOR I" TO BE RESTORED AFTER PROTECT COLUMN BELOW GRADE WITH FTG. CONSTRUCTION TO 3" I 3" CONCRETE ENCASEMENT MATCH EXISTING - �r- - - - - -- --j --- - - - --7 -- .-� - - - -� - -- - --u - - - - ?r - -- I 7:7 77- J - - to N . II Z W uj U (4) 3/4" 0 A307 ANCHOR HEADED BOLTS, EMBEDDED 12" IN CONCRETE, SNUG 71GHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE 5ECT I Oil 2 95% COMPACTED FILL (TYP.) NEW FOOTING F -36. SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT -6" V.I.F. �. POOL PIPING FOR REPRESENTATION ONLY. LOCATE AND PROTECT ALL EXISTING INSTALLATION: PLUMBING, ELECTRICAL, OTHER. DO NOT MODIFY EXISTING CONDITIONS. EXISTING POOL STRUCTURE TO REMAIN UNDISTURBED. PROVIDE TEMPORARY LATERAL SHORING TO WALL AND TERRAIN SUPPOTING IT. LOWER 3' THE WATER LEVEL AND MAINTAIN IT UNTIL FOUNDATION AND BACK FILLING IS COMPLETE. IF WATER TABLE LEVEL IS PRESENT ABOVE BOTTOM LEVEL OF POOL STRUCTURE, PROVIDE DEWATERING TO AVOID FLOTATION, DEEP POOL PIPING FOR REPRESENTATION ONLY. LOCATE AND PROTECT ALL EXISTING INSTALLATION: PLUMBING, ELECTRICAL, OTHER. DO NOT MODIFY EXISTING CONDITIONS. EXISTING POOL STRUCTURE TO REMAIN UNDISTURBED. PROVIDE TEMPORARY LATERAL SHORING TO WALL AND TERRAIN SUPPOTING IT. LOWER 3' THE WATER LEVEL AND MAINTAIN IT UNTIL FOUNDATION AND BACK FILLING IS COMPLETE. IF WATER TABLE LEVEL IS PRESENT ABOVE BOTTOM LEVEL OF POOL STRUCTURE, PROVIDE DEWATERING TO AVOID FLOTATION. e, -5 -0" DEEP GENERAL STRUCTURAL NOTES THE GENERAL CONTRACTOR IS REQUIRED TO LOCATE ALL EXISTING UTILITIES AND IP G RI 0 XC V 0 THE DESIGN CRITERIA USED FOR THE DESIGN OF THIS PROJECT WAS BASED ON THE FLORIDA BUILDING CODE, 2010 EDITION. LATERAL LOADS WERE BASED ON ASCE 7 -10, EXPOSURE "C" CATEGORY II BUILDING EXPOSED TO 175 MPH 3- SECOND WIND GUSTS UtV I tL,IVII.AL, L Kl I tKIA: 1 SOIL CONDITIONS AT THIS SITE ARE PRESUMED TO BE SAND & ROCK WITH A MIN. BEARING CAPACITY OF 2000 PSF (FBC 2010, TABLE 1806.2) SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER SHALL SUPPLY THE BUILDING OFFICIAL WITH A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. REF. F.B.0 2010, SECT 1806.1, 1806.2 REINFORCED CONCRETE NOTES: 1. STRUCTURAL CONCRETE SHALL CONFORM WITH ACI 301. IT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi FOR FOUNDATION. NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER, 2. AGGREGATE SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4" CONCRETE PER ASTM C -33. READY MIX SHALL CONFORM TO ASTM C -94. 3. CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SETS OF 5 CYLINDERS FOR EVERY 50 cu yds. OF CONCRETE AS PER ASTM C -94. 4. MAXIMUM PERMISSIBLE SLUMP IS 5" -6" IN STRUCTURAL CONCRETE WITH THE EXCEPTION BEING SAND CEMENT GROUT. 5. REINFORCED STEEL SHALL CONFORM TO ASTM A -615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. PROVIDE CORNERS WITH 2 #5 X 4' -0" BARS. CLEAR COVER FOR REINFORCING BARS SHALL BE: FOOTING 3" SLABS 3/4" BEAMS /COLUMS 1 1/2" UNFORMED FACES 3" WOOD FRAMING NOTES: 1. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUN MOISTURE CONTENT. 2. ALL JOISTS, RAFTERS BE No. 2 GRADE, SOUTHERN PINE. PROVIDE FULL-DEPTH (OR METAL) BRIDGIND AT MIDSPAN AND AT MAXIMUN SPACING OF 8' -0" 0/C IN BETWEEN. 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE - TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES DUE TO ON SITE - FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). 5. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOADBEARING APPLICATIONS. THE LENGH OF SPLIT ON THE WIDE FACE OF 2" NOMINAL LOADBEARING FRAMING SHALL LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGHT OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION. 6. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOIST OF RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK, UNLESS OTHERWISE INDICATED. 7. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A -36 SPECIFICATIONS AND BE 1/4" THICK UNLESS OTHERWISE INDICATED. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A -307 AND BE 3/4" DIAMETER UNLESS OTHERWISE INDICATED. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. 8. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGH BUT NOT TO THE EXTEND OF CRUSHING WOOD UNDER WASHERS. 9. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED. 1 STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL BUILDINGS" 2. STRUCTURAL STEEL PLATES & CHANNELS SHALL CONFORM TO ASTM A36, FY =36 KSI. 3. STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B, FY =46 KSI. 4. WELDING SHALL BE DONE WITH E -70XX ELECTRODES. WELDERS SHALL BE AWS- CERTIFIED. DIMENSIONS AND ASSUMPTIONS: 1. CONTRACTOR & SUB - CONTRACTORS ARE TO VERIFY ALL EXISTING & NEW FIELD DIMENSIONS PRIOR TO FABRICATING ANY STRUCTURE, TRUSSES OR REINFORCING STEEL. CONTRACTORS SHALL ALSO VERIFY EXISTING CONDITIONS TO ENSURE THAT THEY MATCH CONDITIONS SHOWN ON THESE DRAWINGS. 1 2 -ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2010 EDITION. r 3. THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS I ° U i 1 EP�� FORBIDDEN. S STRIC L ©ING D 1,r� SECTIC 4. ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL 01�l IkK, A WITH THE APPROVAL OF ENGINEER OR ARCHITECT OF RECORD. TERMITE SOIL STATEMENT ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINSVIk. • • �--�- - SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." INSPECTION NOTES: 1. ALL MANDATORY INSPECTIONS AS REQUIRED BY THE F.B.C. 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR HIRED BY THE OWNER ARE IN ADDITION TO THE MANDATORY INSPECTIONS. 3. A SPECIAL INSPECTION BY A FL. CERTIFIED ENGINEER OR SPECIAL INSPECTOR, WILL BE REQUIRED FOR ALL SOIL COMPACTION AS PER F.B.C. SAFETY: THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSABILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE NECCESARY, SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE ' �• CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY, AND THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE TELEPHONE (305) 2BR7231 FAX (305) 2856722 535 SW S ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CONSULTANT/ NOr1F8 APFWALS/REVISIONS DATE QBUILDING DEPARTMENT REVIEW 12 -30 -13 SEAL: �* s* OF - ►OF ATE CAPLE DESIGN, INC. 8040 SW 37 TERRACE MIAMI FL 33155 C.A 26021 CARLOS A. DEL PING PE 59888 PH. (305) 815 -1643 (DcapledesignOgmalcom SHEET TITLE: FOUNDATION PLAN AND DETAILS Job No. ftmnq No. Drown W. Dab Pbtbd: 0 r Soap (NARKS - SEE DRAM M) Z W uj U O Z u W � Z L Q W Q � Z LO Z F= Ln O 00 U) U O CL SEAL: �* s* OF - ►OF ATE CAPLE DESIGN, INC. 8040 SW 37 TERRACE MIAMI FL 33155 C.A 26021 CARLOS A. DEL PING PE 59888 PH. (305) 815 -1643 (DcapledesignOgmalcom SHEET TITLE: FOUNDATION PLAN AND DETAILS Job No. ftmnq No. Drown W. Dab Pbtbd: 0 r Soap (NARKS - SEE DRAM M)