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13-1306-006FOOTING SCHEDULE MARKS SIZE REINF. BOT REINF. TOP fc REMARKS DEPTH WIDTH I LENGTH LONG SHORT LONG SHORT F -36 18" 36" 36" #506" O.0 #506" O.0 PROTECT COLUMN BELOW GRADE WITH TO BE RESTORED AFTER 3000 PSI 13• CONCRETE ENCASEMENT F -48 18" 48" 48" #506" O.0 #506" O.0 - - -rr-- - - - - -- - --- - - - --r 3000 PSI ^- 1 ^:4�.T 6' -0" C -1 I 2 ! S -1 1 3 -1 A-5 DEEP EXIST. POOL —3' -0" DEEP 'I i' ,V -- -� '.t 1 i ,I COLUMN SCHEDULE MARKS SIZE REINFORCING OR BASE PLATE TIES OR CAP PLATE F y REMARKS C-1 3 "X 3" PL ' X11 XO-11 � SEE BENT PLATE. S EE SECTION 46 KSI FILL SOLID WITH CONCRETE DETAILING REINFORCED CONCRETE STRUCTUPES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. I E 1/S-2 I �» TY EXISTING PAVERS FLOOR STEEL COLUMN. l SEE COLUMN SCHEDULE 1 I MEMO= WELL COMPACTED I STEEL COLUMN. SEE COLUMN SAND 1 I SCHEDULE" GENERAL STRUCTURAL 1v THE GENERAL CONTRACTOR IS REQUIRED TO LOCATE ALL EXISTING UTILITIES: A��� - - - -' PIPING PRIOR TO EXCAVATION. T ITERIA- USEIFOR THE DESIGN OF THIS PR WAS BASED SON THE - - - - 1 LORI BUILD G CODE, 2007 -M N. LATERAL LOA WER ' SED ON ASCE 05 EXPOS E "C" CATEGORY II BOIL PO S TO 146 M 3- 3ECOND 1MIND GUSTS, AND PORTANCE FACTOR W. LAICAL CRITERIA: TELEPHONE (395) 285 - 67231 FAX (305) 285.6722 AS PER VISUA PE-c- SOIL CONDITIONS AT THIS SITE ARE SAND & ROCK WITH A MIN. 635 SW 8 ST. SUITE 100 MIAMI, FL. 33130 ==CENCOUNTER;FD, ITY OF 2000 psf (FBC 2007, TABLE 1804.2 SHOULD OTHER COND I110NS OR THE ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. A REGISTEREQ ARCHITECT OR PROFESSIONAL ENGINEER SHALL DESIGN I CONSTRUCTION ADMINISTRATION SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION BUILDING IN09CTIONS I CAD Pf ODUCTION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. REF. F,B,C 2007, SECT 18041 1804 2 CONSULTANT/ NOTES 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. (4) 3/4" 0 A307 ANCHOR HEADED 2, AGGREGATE SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4" CONCRETE ASTM C -33 BOLTS, EMBEDDED 12' IN CONCRETE, SHALL CONFORM TO ASTM C -94. SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE 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 APPROVALS/REVISIONS DATE BEINGS N STEEL PL 3/4" X 11" X 0' -11" A D CEMENT GrNvy 1. E70XX TYP. EXISTING PAVERS FLOOR I PROTECT COLUMN BELOW GRADE WITH TO BE RESTORED AFTER 1 I CONCRETE ENCASEMENT FTG. CONSTRUCTION TO 1 MATCH EXISTING ! * lr- - - - - -- — -- - - - - -, -------- II--- - - - - -- --1f --- - - - - -- -117 ---------- -��- -_ IN ff In 1 957. COMPZTED i 1 ., LL (TYP.) O EW FOOTING F -48. SEE - DOTING SCHEDULE FOR SIZE (4) 3/4" 0 A307 ANCHOR HEADED BOLTS, EMBEDDED 12" IN CONCRETE, SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE SECTION ND REINFORCEMENT 2' -8" V.I.F. STEEL COLUMN. lL (4) A" 0 A307 ANCHOR HEADED SEE COLUMN BOLTEMBEDDED 12* IN CONCRETE, SCHEDULE 1 " SNUOGHT WITH NUT AND WASHER JX4 TO 51 COLUMN BASE PLATE (4) 3/4" 0 A307 ANCHOR HEADED BOLTS, EMBEDDED 12" IN CONCRETE, , SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE SECTION _ 2 -\ r 1 " =1 -o � S -1 5, REINFORCED STEEL SHILL CONFORM TO ASTM A -615 GRADE 60. REINFORCING STEEL SHALL I }I— L STI PL 3/4" X 11" X 0' -11" STEEL COLUMN. I • 1 SEE COLUMN BE DETAILED AND FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR SCHEDULE I 1 » » WELL COMPACTED DETAILING REINFORCED CONCRETE STRUCTUPES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. I E 1 I �» TY EXISTING PAVERS FLOOR (I PROTECT COLUMN BELOW GRADE WITH TO BE RESTORED AFTER 3» 1 13• CONCRETE ENCASEMENT FTG. CONSTRUCTION TO MATCH EXISTING SLABS 3/4" - - -rr-- - - - - -- - --- - - - --r r--------- 1r ---------- ir -------- ir-------- - - - - -- ^- 1 ^:4�.T - - -�- �.- TK I r-' - •••_ - -�- -- K,rT�t�T K.rT -J!� - .- q -•ti -�- - EXISTING CONDITIONS. UNFORMED FACES 3" to WOOD FRAMING NOTES: 1 I I �95% COMPACTEE I 1 FILL (TYP.) <e 1 to a 1 1 EXISTING POOL STRUCTURE TO REMAIN UNDISTURBED. PROVIDE TEMPORARY ` NEW FOOTING F -3EE FOOTING SCHEDUOR SIZE LATERAL SHORING TO WALL AND AND REINFORCEMI ° (4) 3/4" 0 A307 ANCHOR HEADED BOLTS, EMBEDDED 12" IN CONCRETE, , SNUG TIGHT WITH NUT AND WASHER TO STEEL COLUMN BASE PLATE SECTION _ 2 -\ r 1 " =1 -o � S -1 N ALL BUILQINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST EXISTING POOL STRUCTURE TO REMAIN SUBTERRANEAN TERMITES. -THE RULES AND LAWS AS ESTAPPSHED BY THE FLORIDA DEPARTMENT UNDISTURBED. PROVIDE TEMPORARY OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO LATERAL SHORING TO WALL AND PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A SEAL: TERRAIN SUPPOIING IT. LOWER 3' THE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED WATER LEVEL AND MAINTAIN IT UNTIL PEST CONTROL COMPANY THAT CONTAINS jHE FOLLOWING STATEMENT: FOUNDATION AND BACK FILLING IS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION, OF SUBTERRANEAN COMPLETE. IF WATER TABLE LEVEL IS TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PRESENT ABOVE BOTTOM LEVEL OF DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." POOL STRUCTURE, PROVIDE - DEWATERING TO AVOID FLOTATION. i Y 0 INSPECTION NOTES:, I,• 1. ALL MANDATORY INSPECTIONS AS REQUIRED BY THE F.B.C. i P> f0 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR HIRED BY THE OWNER A E N TO THE MANDATORY INSPECTIONS. - --°- --°- -- 3. A SPECIAL INSPECTION BY A FL. CERTIFIED ENGINEER OR SPECIA INSPECTOR, LL B REQUIRED FOR ALL SOIL COMPACTION AS PER F.B.C. CA DT h DESIGN INC SAS -5 -0" DEEP THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE A ER THE ILDI IS FULLY COMPLETED, IT IS T}1E CONTRACTOR'S SOLE RESPONSABILITY TO D TER E R TION PROCEDUf E AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING A S CO PONENT PARTS DURING ERECTION. 'PHIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY DE NECCESARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S - PROPERTY AFTER COMPLETION OF THE PROJECT. n THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAE REQUIREMENTS FOR A CONSTRUCTION PRO CT. SAFETY AND COMPLIANCE WITH OSHA AND LABOf LAWS ARE THE ABSOLUTE RESPONSIBILITY F THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TQ 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 678 NW 124th CT MIAMI FL 33182 aA 26021 CARLOS A. DEL PING PE 59888 PH. (305) 815 -1643 FAX (305) 225 -9744 copl edesi gn agm arl. com SHEET Mm. FOUNDATION PLAN AND DETAILS Dn4wing No. yam, • r 1 K Date Plow: � Scale: (VARIES' - SEE DRAWING) 5, REINFORCED STEEL SHILL 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 STRUCTUPES ". HOOK ALL DISCONTINUOUS TOP REINFORCING. POOL PIPING FOR REPRESENTATION PROVIDE CORNERS WITH 2 #5 X 4' -0" BARS CLEAR COVER FOR REINFORCING BARS SHALL BE: ONLY. LOCATE AND PROTECT ALL FOOTING 3" EXISTING INSTALLATION: PLUMBING, SLABS 3/4" ELECTRICAL, OTHER. DO NOT MODIFY REAMS /COLUMS 1 112" EXISTING CONDITIONS. UNFORMED FACES 3" WOOD FRAMING NOTES: 1, ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUN MOISTURE CONTENT. EXISTING POOL STRUCTURE TO REMAIN UNDISTURBED. PROVIDE TEMPORARY 2, ALL JOISTS, RAFTERS CBE No. 2 GRADE, SOUTHERN PINE. PROVIDE FULL -DEPTH (OR METAL) BRIDGIND AT MIDSPAN ANO AT MAXIMUN SPACING OF 8' -0" O/C IN BETWEEN. LATERAL SHORING TO WALL AND TERRAIN SUPPOTING IT. LOWER 3' THE WATER LEVEL AND MAINTAIN IT UNTIL 4. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE FOUNDATION AND BACK FILLING IS SHALL BE PRESSURE - TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES COMPLETE. IF WATER TABLE LEVEL IS ASSOCIATION SPECIFICATIONS. PRESENT ABOVE BOTTOM LEVEL OF , WHERE POSSIBLE ALL CUTS AND HOLES DUE TO ON SITE - FABRICATION SHALL BE BRUSHED WITH POOL STRUCTURE, PROVIDE 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER DEWATERING TO AVOID FLOTATION. IN SOLUTION (PER AWPA STD. M4)• 5, THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LQADBEARING DEEP APPLICATIONS. THE LENGH OF SPLIT ON T)iE WIDE FACE OF 2" NOMINAL LQADBEARING 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. LLI 6, PROVIDE HEADER BEAMS, OF THE SAME SIZE AS JOIST OF RAFTERS TO FRAME AROUND uj w OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. uj w O 7, STRUCTURAL STEEL PLATE CONNECTOR$ SHALL CONFORM TO ASTM A -36 SPECIFICATIONS z AND BE 1/4" THIGK UNLESS OTHERWISE INDICATED. BOLTS CONNECTING WOpD MEMBERS SHALL BE PER ASTM A -307 AND BE 3/4" DIAMETER UNLESS W 0- W 4- OTHERWISE fNDICATER. PROVIDE WASHERS FOR � ALL DOLT HEADS AND NUTS IN CONTACT WITH WOOD SURFACES. . < =� 8, BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILgl) NOT MORE THAN 1/16" LARGER co �rL THAN THE BOLT DIAMETER, BOLTED CONNECTIONS SHALL BE SNUGGED TIGH BUT NOT TO THE EXTEND CRUSHING Q U7 OF WOOD UNDER WASHMS. - 9, ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS Z O HARDWARE SHALL BE HOT DIP GALVANIZED, _,. DIMENSIONS AND ASSUMPTIONS: � Q 0 1, CONTRACTOR 4 SUB - CONTRACTORS ARE TO VERIFY ALL EXISTING & NEW FIELD DIMENSIONS 00 W 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, = Q _ OF BUILDING 2 -ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, V G �EPT 2007 EDITION. O POOL PIPING FOR REPRESENTATION �r L;-TU ;.AL SECTI�rJ ONLY. LOCATE AND PROTECT ALL 3. THE USE OF A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS IS STRICTLY EXISTING INSTALLATION: PLUMBING, FORBIDDEN. ELECTRICAL, OTHER. DO NOT MODIFY .'» ••;:,;jr� SY • EXISTING CONDITIONS. , 4. ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OR ARCHITECT OF RECORD. TERMITE 501L .1;TATFLIFNIT N ALL BUILQINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST EXISTING POOL STRUCTURE TO REMAIN SUBTERRANEAN TERMITES. -THE RULES AND LAWS AS ESTAPPSHED BY THE FLORIDA DEPARTMENT UNDISTURBED. PROVIDE TEMPORARY OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO LATERAL SHORING TO WALL AND PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A SEAL: TERRAIN SUPPOIING IT. LOWER 3' THE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED WATER LEVEL AND MAINTAIN IT UNTIL PEST CONTROL COMPANY THAT CONTAINS jHE FOLLOWING STATEMENT: FOUNDATION AND BACK FILLING IS "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION, OF SUBTERRANEAN COMPLETE. IF WATER TABLE LEVEL IS TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PRESENT ABOVE BOTTOM LEVEL OF DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." POOL STRUCTURE, PROVIDE - DEWATERING TO AVOID FLOTATION. i Y 0 INSPECTION NOTES:, I,• 1. ALL MANDATORY INSPECTIONS AS REQUIRED BY THE F.B.C. i P> f0 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR HIRED BY THE OWNER A E N TO THE MANDATORY INSPECTIONS. - --°- --°- -- 3. A SPECIAL INSPECTION BY A FL. CERTIFIED ENGINEER OR SPECIA INSPECTOR, LL B REQUIRED FOR ALL SOIL COMPACTION AS PER F.B.C. CA DT h DESIGN INC SAS -5 -0" DEEP THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE A ER THE ILDI IS FULLY COMPLETED, IT IS T}1E CONTRACTOR'S SOLE RESPONSABILITY TO D TER E R TION PROCEDUf E AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING A S CO PONENT PARTS DURING ERECTION. 'PHIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY DE NECCESARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S - PROPERTY AFTER COMPLETION OF THE PROJECT. n THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAE REQUIREMENTS FOR A CONSTRUCTION PRO CT. SAFETY AND COMPLIANCE WITH OSHA AND LABOf LAWS ARE THE ABSOLUTE RESPONSIBILITY F THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TQ 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 678 NW 124th CT MIAMI FL 33182 aA 26021 CARLOS A. DEL PING PE 59888 PH. (305) 815 -1643 FAX (305) 225 -9744 copl edesi gn agm arl. com SHEET Mm. FOUNDATION PLAN AND DETAILS Dn4wing No. yam, • r 1 K Date Plow: � Scale: (VARIES' - SEE DRAWING)