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1110 Mayport Rd 2013 revisionsBUILDING CODE SUMMARY: CODE INFORCdFM JITION: CRY OF ATLANTIC BEACH 12 DESIGN CODE: The2070 FIdNe BIi3p Code ALL DIMENSIONS /,=/ \ s OCCIRANSY: BLISINESS(ROW BOR WASH FIELD VERIFY ® /-/ \ \ TWE OF CONSTRUCTION V4 1 0 4410 j %% •,... •a A -A A J i 'iA-A1 I L L _--- G - NORTH VICINITY MAP SCALE: NOT TO SCALE 114 NEW I EXISTING 24"x24" COLUMN FL SOF EQ. RAIL OF EQ. RAIL 12"' ( (BY OTHER) COLUMN i BY OTHER) \\\ EXISTI� CEIUNG -E-LEVAALION_ s STUCCO FINISH COAT. .� ,"`" 45I Lai .> - a ----L--- --------------------------- - �� FLL -- --- 21'-6Y2"fLi La - I L -DEMOLISH EXISTING ® CMUWALLEXISTING DEMOLISH EXISTING I STUD FRAME WALL AND STUD FRAME WALL AND BUILD NEW 8" CMU WAURMON D -A1 ® 36CfION B -A1 BUILD NEW 8" CMU WALL BUILD NEW 8" CMU WALL I = SSG140N C -Al s&r�J x A-1 A_I A-1 SCAB: 1/4'=1'-0' SCALE 0" SCALE 1/4"=1-D� 1. DEMOLITIOM SHALL INCLUDE THE REMOVAL OF EXISTING STRUCTURES, EQUIPMENT AND ITEMS IN THE WAY OF THE NEW WORK FOR THIS PROJECT. ALL DEMOLITION DEBRIS AND MATERIALS SHALL BE REMOVED AND DISPOSED OF AS DIRECTED BY OWNER'S REPRESENTATIVE ON A DAILY BASIS UNLESS SPECIFIC AUTHORIZATION IS GIVEN IN WRITING TO DO OTHERWISE. 2. CODES AND SPECIFICATIONS TO BE USED ARE: -THE FLORIDA BUILDING CODE 2007 -THE SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL GAFETY AND ADMINISTRATION (LATEST ADDIT.) 3. ALL WORKS SHALL COORDINATE WITH THE CONSTRUCTION ACTIVITY TO MINIMAZE THE DISRUPTION OF ACTIVITY IN TH AREA OF DEMOLITION. ALL DEMOLITION ACTIVITY SHALL BE SCHEDULED IN WRITING WITH BEGINNING AND ANDING DATES FOR ALL ACTIVITY. 4. ALL SHORING (TEMPORARY SUPPORTS), SCAFFOLDING AND OTHER MATERIALS REQUIRED TO DO THE DEMOLITION WORK SHALL MEET ALL OF THE STRENGTH AND SAFETY REQUIREMENTS OF THE ABOVE CODES AND REGULATIONS. 5. REMOVE ALL ITEMS INCLUDED IN THE DEMOLITION PORTION OF THE WORK COMPLETELY WITHIN THE LIMITS ESTABLISHED BY THE DRAWING. ALL SURFACES AND AREAS SHALL BE LEFT IN A CLEAN STATE WITH BRACKETS AND ITEMS REMOVED. DEMOLITION NOTES ENERAL NOTES AND SPECIFICATIONS AREA OF f1 10. THE CONTRACTOR IS TO, AT ALL TIMES, KEEP THE PREMISES FREE OF OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN WORK 4 p CITY OF ACCUMULATION AEACHTIC �� DAILY. INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON SUCCESSFi T CITY OF 11. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK NEPTUNE 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND BEACH 114 NEW I EXISTING 24"x24" COLUMN FL SOF EQ. RAIL OF EQ. RAIL 12"' ( (BY OTHER) COLUMN i BY OTHER) \\\ EXISTI� CEIUNG -E-LEVAALION_ s STUCCO FINISH COAT. .� ,"`" 45I Lai .> - a ----L--- --------------------------- - �� FLL -- --- 21'-6Y2"fLi La - I L -DEMOLISH EXISTING ® CMUWALLEXISTING DEMOLISH EXISTING I STUD FRAME WALL AND STUD FRAME WALL AND BUILD NEW 8" CMU WAURMON D -A1 ® 36CfION B -A1 BUILD NEW 8" CMU WALL BUILD NEW 8" CMU WALL I = SSG140N C -Al s&r�J x A-1 A_I A-1 SCAB: 1/4'=1'-0' SCALE 0" SCALE 1/4"=1-D� 1. DEMOLITIOM SHALL INCLUDE THE REMOVAL OF EXISTING STRUCTURES, EQUIPMENT AND ITEMS IN THE WAY OF THE NEW WORK FOR THIS PROJECT. ALL DEMOLITION DEBRIS AND MATERIALS SHALL BE REMOVED AND DISPOSED OF AS DIRECTED BY OWNER'S REPRESENTATIVE ON A DAILY BASIS UNLESS SPECIFIC AUTHORIZATION IS GIVEN IN WRITING TO DO OTHERWISE. 2. CODES AND SPECIFICATIONS TO BE USED ARE: -THE FLORIDA BUILDING CODE 2007 -THE SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, OCCUPATIONAL GAFETY AND ADMINISTRATION (LATEST ADDIT.) 3. ALL WORKS SHALL COORDINATE WITH THE CONSTRUCTION ACTIVITY TO MINIMAZE THE DISRUPTION OF ACTIVITY IN TH AREA OF DEMOLITION. ALL DEMOLITION ACTIVITY SHALL BE SCHEDULED IN WRITING WITH BEGINNING AND ANDING DATES FOR ALL ACTIVITY. 4. ALL SHORING (TEMPORARY SUPPORTS), SCAFFOLDING AND OTHER MATERIALS REQUIRED TO DO THE DEMOLITION WORK SHALL MEET ALL OF THE STRENGTH AND SAFETY REQUIREMENTS OF THE ABOVE CODES AND REGULATIONS. 5. REMOVE ALL ITEMS INCLUDED IN THE DEMOLITION PORTION OF THE WORK COMPLETELY WITHIN THE LIMITS ESTABLISHED BY THE DRAWING. ALL SURFACES AND AREAS SHALL BE LEFT IN A CLEAN STATE WITH BRACKETS AND ITEMS REMOVED. DEMOLITION NOTES ENERAL NOTES AND SPECIFICATIONS 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY 10. THE CONTRACTOR IS TO, AT ALL TIMES, KEEP THE PREMISES FREE OF OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN 21. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDI REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER R WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO ACCUMULATION COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, OF UNSATISFACTORY CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND DAILY. INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON SUCCESSFi SANITARY LAWS, CODES, STATUTES AND ORDINANCES. 11. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK COMPLETION OF THE PUNCH LIST. 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTIONS AND INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOW 22. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS THE FILING OF ALL THE WORK WITH GOVERNMENTAL AGENCIES TO BE THE AND CEILINGS. SAFEING MATERIAL OR FIRE RATED CAULK, CONTINUOUS AS REQUIRED BY RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT WITH THE WORK. - WINGS GOVERN 12. NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DRAWINGS 23. CONTRACTOR RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING OVER SMALLER SCALE DRAWINGS. R RATED PARTITIONS AND ALL PENETRATIONS THROUGH RATED AREAS INCLL 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY FOR MATERIAL 13. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN SLABS. SEAL TO MAINTAIN PROPER RATING. TRANSPCRT AND DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIAL, CLARIFICATION AND DIRECTION FROM ENGINEER OR ARCHITECT PRIOR TO PROCEEDING 24. ALL WORK IS TO BE SCHEDULED DURING REGULAR BUSINESS HOURS I EQUIPMENT AND DEBRIS. WITH THE WORK. NOTED OTHERWISE. 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMAN IN 14. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION. MILLWORK TO CONFORM WITH AN STANDARDS FOR PREMIUM GRADE ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MIL COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS. 15. UNLESS NOTED OTHERWISE IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD ENGINEERING. 5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. 26. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED, NEW FIREPROOF CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ENGINEER OR ARCHITECT OF 16. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. CONTRACTOR T ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE OF SPECIFIED FINISHES. FIELD. WORK. 17. ALL FINISHES TO BE INSTALLED IN ACCORDANCE HATH MANUFACTURER'S 27. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELEC 6. EACH TRADE IS EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. OTHER TRADES. INSTALLATION SPECIFIED. 28. WHERE PIPES, CONDUITS, OR LOW TENSION WIRING PENETRATE A FIR 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRADES UNDER THEIR JURSDICTION. 18. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED h" AND SHALL BE 8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY INSTALLATION OF SPECIFIED FLOOR FINISH SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHION PLATES ON OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. RESPECT, UNLESS OTHERWSE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN 19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR ALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURE AND FURNITURE. 29. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RECOMENDATIONS AND INSTRUCTIONS. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIIATE TRADES. PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPILE 9. THERE WILL BE NO SUBSTITUTIONS OF MATERIAL WHERE A MANUFACTURER ISMAINTENANCE "APPROVED 20. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OF FIRE -RATING. SPECIFIED. WHERE THE TERMS "EQUAL TO" OR EQUAL" ARE TO BE USED. PROPERLY PREPARED SURFACED. WALL TO BE STRAIGHT AND SMOOTH. PROVIDE EOR TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY CONTRACTOR. COVER WTH NO STREAKING OR BLEEDING OF UNDERCOATS. I I I 1 I I 1 I I I � I I I I I I I I i M � N ci,NX Z W 0 0 0 T O QQ C:) com ♦� uL '+_3 Q co U � Q ca 10-09-2013 DRAWN BY: AL CHECKED BY: Al SHEET NO: A.1 • !@!■iL'�!#'i•�@i•iil�9i•liil@i•liMi®ii!!Ii•6 i■■!moi!!@iti8i•§iili•9itili•6ii•� • Iiillii N�i•Iil�Ii♦!i■!@i•!i■1ti•!i Ii•liOl lifii•Iiili•4itili•@®i!i•!lil�ii'il i!■1�Iili♦@iili•Slil�iitif��i ALL DIMENSIONS /;:/ \�6 In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive 8 FIELD VERIFY \_ placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in $ accordance with ASTM C 1019. 3.2 CONCRETE: REINFORCING STEEL:- shall be ASTM A615, Grade 60 Concrete shall be designed in accordance with 'Building Code Requirements for Strucural Concrete", =------_-__ ----_ —_-- - — ----- —_ - — _ -----------------------------_ _ _ _ _ _ r ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36. Structures", ACI 530-08 and shall be constructed in accordance with "Specifications for Masonry Structures", ACI 530.1-08. WASHERS: shall be in accordance with ASTM F 436 Grade 36. NUTS: shall be in accordance with ASTM A 563 Grade A Hex. Iii ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): 3.4 STRUCTURAL STEEL: • Simpson Strang -tie Go., Product: Epoxy -Tile SET or Approved Equal i I I I, I i �.�` �; •...... ,b� � J ; , • I •r METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z -MAX or SS. Building and Bridges", "Detailing for Steel Construction". 3.000NSTRUCTION SPECIFICATIONS: 4. MEANS AND METHODS: The Structural Engineer shall not have control or be responsible for construction 3.1 GYPSUM BOARD h PLASTER: Gypsum Board & Plaster shall be designed in accordance with FBC chapter 25. Means, Methods, Procedures, Techniques or Sequances; For the acts or omissions of the contractor or ©?m O 1 I I I e o �iU 4D L---L1----��--- j I- - ---- 0I � ---------------------- PROPOSED ELEVATION •> m 6 map !l�IiiN in! !i•i0�liil�lii@i•li�llli�li•! ••.._ Pao. ll� >„Ii♦I�it�l�il�@!■i!!i§!■il�lil lid _ ------ /5 DOWEL /5 VERT, y5 VERT. p5 DOWEL IY5 DOWEL /5 VERT. LAP w/EACH IN GROUTED IN GROUTED LAP w ACH LAP w/EACH IN GROUTED CMU BLOCKS VERT. 25” MIN. CELLO 24"o.c. (2)/5 O CONTIN. (2)/5 0 CONTI CELLO 24"o.c. VERT. 25" MIN CUT CMU BLOCKS VERT. 25" MIN. CELL 0 24"o.c. (2)/5 0 CONTIN. EQUIPMENT FOR EQUIPMENT 21'-6}f2"t 4 -/5 EA. WAY 21'-6YP"t BOX 21'-6}2"t EXISTING NEW NEW EXISTING NEW EXISTING EXISTING NEW tMU SECTION B -S1 DU MN NEW EXISTING L EXISTING NEW A L UMN ® MU WALL S-1 SCALE: 1/4--I� 0. SECTION 1 -Si GENERAL NOTES: S-1 SECTION B -S1 5-1 10 DESIGN SPECIFICATIONS. 1/4=1'-0" CATIONS: scALE. 1/4'-1'-a" DESIGN CODE: The 2010 Florida Building Code. T WIND LOADING: ASCE 7/10________ I W r-- ------------------------- -- /4218 DOWELS OCCUPANCY: Business Group B -Car Wash 00 00 00 00 a� Cao 00 eo0 om oro aa0 0 36" O.C. BASIC WIND SPEED: 135 mph ----- ---- --`----------u SET 6" INTO EPDXY IN EXISTING SLAB (TYP.) MIND EXPOSURE: C (Gteater than 1500 it from CCL or mean high tide) W ® -a - ---- -.-�Q-J.-♦--.tom 2.0 MATERIAL SPECIFICATIONS: SECTION D -SI CAST -IN-PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days. s-1 SCALE: 1/4'-1'-0' A • 1 EXIS14 TINr ' CONCRETE MASONRY UNITS: shall be concrete masonry unit in accordance with ASTM C 90 and shall have a minimum net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270). In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive 8 strength (f m) of 1500 psi. GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8" placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in $ accordance with ASTM C 1019. 3.2 CONCRETE: REINFORCING STEEL:- shall be ASTM A615, Grade 60 Concrete shall be designed in accordance with 'Building Code Requirements for Strucural Concrete", STRUCTURAL STEEL: shall be ASTM A36. ACI 318-08, and shall be constructed in accordance with "Specification for Structural Concrete', ACI 301. WELDED WIRE FABRIC (WWF): shall be ASTM A185. Masonry construction shall be designed in accordance with "Building Code Requirements for Masonry ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36. Structures", ACI 530-08 and shall be constructed in accordance with "Specifications for Masonry Structures", ACI 530.1-08. WASHERS: shall be in accordance with ASTM F 436 Grade 36. NUTS: shall be in accordance with ASTM A 563 Grade A Hex. 3.3 MASONRY: MASONRY shall be designed in accordance with FBC chapter 21. ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): 3.4 STRUCTURAL STEEL: • Simpson Strang -tie Go., Product: Epoxy -Tile SET or Approved Equal Steel Construction shall be designed in accordance with AISC "Manual of Steel Construction" and shall be • Simpson Strang -tie Co., Product: Acrylic -Tie or Approved Equal constructed in accordance with AISC "Specification for Structural Steel Building", Code of Standard Practice for Steel METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z -MAX or SS. Building and Bridges", "Detailing for Steel Construction". 3.000NSTRUCTION SPECIFICATIONS: 4. MEANS AND METHODS: The Structural Engineer shall not have control or be responsible for construction 3.1 GYPSUM BOARD h PLASTER: Gypsum Board & Plaster shall be designed in accordance with FBC chapter 25. Means, Methods, Procedures, Techniques or Sequances; 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 the work in 1 I I I e o FLOOR PLAN ■■iiiii•illi/i•€itili•iitillilSii♦! map !l�IiiN in! !i•i0�liil�lii@i•li�llli�li•! ll� >„Ii♦I�it�l�il�@!■i!!i§!■il�lil lid i�li�ilifiE�§ iil�@@i■!I!�@if��l iii•Siili@lili@mi/i@ll•i l �9�1Ei1 Gilli9® li�lli! %==t=iiMIMIEMIMIMMIMImmlm!' !!•�Ni�@�NiIM@i•!i!�@�li�i�lil� lliiiiliiiililiili�iiliiisl�l !■■hili@illi•@ifili•@itili•§iti•!! MEN i/ ii•#liliililiiiililiilll Il•iilitiliililiilililiiliij ,ii I SNiil9ii@lil@■iHillii§ii@Iiillii iliiifilil�i#iSilili@�il !ilIII� R18iI iliillEi iiiliililiMlili®Iiliiliii� 14ii�1ili�9�i�lili�liNi�l� 11 iii€iiliilliilliiiiilli@liil�Hii i!�lilili♦Sitil�tlil�iifili•li ii 111 iii•S�iNi§N�i�@hili@mill iI§iilli£IiiISi1§iilEiEiiillii! @I'' iii ilflliillllimSi•II■ill ifiil i 3 !1 ) Iiii11 E®illlil lilii{li=liillMliilliliiii1i11iii1i11i E11 I 111111111 on lmiliifi1111 am @111111§MEEI _ ------ /5 DOWEL /5 VERT, y5 VERT. p5 DOWEL IY5 DOWEL /5 VERT. LAP w/EACH IN GROUTED IN GROUTED LAP w ACH LAP w/EACH IN GROUTED CMU BLOCKS VERT. 25” MIN. CELLO 24"o.c. (2)/5 O CONTIN. (2)/5 0 CONTI CELLO 24"o.c. VERT. 25" MIN CUT CMU BLOCKS VERT. 25" MIN. CELL 0 24"o.c. (2)/5 0 CONTIN. EQUIPMENT FOR EQUIPMENT 21'-6}f2"t 4 -/5 EA. WAY 21'-6YP"t BOX 21'-6}2"t EXISTING NEW NEW EXISTING NEW EXISTING EXISTING NEW tMU SECTION B -S1 DU MN NEW EXISTING L EXISTING NEW A L UMN ® MU WALL S-1 SCALE: 1/4--I� 0. SECTION 1 -Si GENERAL NOTES: S-1 SECTION B -S1 5-1 10 DESIGN SPECIFICATIONS. 1/4=1'-0" CATIONS: scALE. 1/4'-1'-a" DESIGN CODE: The 2010 Florida Building Code. T WIND LOADING: ASCE 7/10________ I W r-- ------------------------- -- /4218 DOWELS OCCUPANCY: Business Group B -Car Wash 00 00 00 00 a� Cao 00 eo0 om oro aa0 0 36" O.C. BASIC WIND SPEED: 135 mph ----- ---- --`----------u SET 6" INTO EPDXY IN EXISTING SLAB (TYP.) MIND EXPOSURE: C (Gteater than 1500 it from CCL or mean high tide) W ® -a - ---- -.-�Q-J.-♦--.tom 2.0 MATERIAL SPECIFICATIONS: SECTION D -SI CAST -IN-PLACE CONCRETE: shall have a compressive strength of 3000 psi at 28 days. s-1 SCALE: 1/4'-1'-0' A • 1 EXIS14 TINr ' CONCRETE MASONRY UNITS: shall be concrete masonry unit in accordance with ASTM C 90 and shall have a minimum net area compressive strength of 1900 psi when using Type M or S mortar (ASTM C 270). In accordance with ACI 530, the 1900 psi block in combination with Type M or S mortar provides a design compressive 8 strength (f m) of 1500 psi. GROUT: The grout shall be in accordance with ASTM C 476 and shall have a maximum course aggregate size of 3/8" placed at an 8" to 11" slump and have a minimum specified compressive strength of 2000 psi at 28 days when tested in $ accordance with ASTM C 1019. 3.2 CONCRETE: REINFORCING STEEL:- shall be ASTM A615, Grade 60 Concrete shall be designed in accordance with 'Building Code Requirements for Strucural Concrete", STRUCTURAL STEEL: shall be ASTM A36. ACI 318-08, and shall be constructed in accordance with "Specification for Structural Concrete', ACI 301. WELDED WIRE FABRIC (WWF): shall be ASTM A185. Masonry construction shall be designed in accordance with "Building Code Requirements for Masonry ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307 or ASTM F 1554 Grade 36. Structures", ACI 530-08 and shall be constructed in accordance with "Specifications for Masonry Structures", ACI 530.1-08. WASHERS: shall be in accordance with ASTM F 436 Grade 36. NUTS: shall be in accordance with ASTM A 563 Grade A Hex. 3.3 MASONRY: MASONRY shall be designed in accordance with FBC chapter 21. ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): 3.4 STRUCTURAL STEEL: • Simpson Strang -tie Go., Product: Epoxy -Tile SET or Approved Equal Steel Construction shall be designed in accordance with AISC "Manual of Steel Construction" and shall be • Simpson Strang -tie Co., Product: Acrylic -Tie or Approved Equal constructed in accordance with AISC "Specification for Structural Steel Building", Code of Standard Practice for Steel METAL CONNECTORS: All metal connectors which are exposed to exterior shall be galvanized, Z -MAX or SS. Building and Bridges", "Detailing for Steel Construction". 3.000NSTRUCTION SPECIFICATIONS: 4. MEANS AND METHODS: The Structural Engineer shall not have control or be responsible for construction 3.1 GYPSUM BOARD h PLASTER: Gypsum Board & Plaster shall be designed in accordance with FBC chapter 25. Means, Methods, Procedures, Techniques or Sequances; 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 the work in SLAB -----------J NEW FOOTING SECTION I -SI SCALE: N.T.S. i - 'I 1` I I I I 8I I 1 18 I I ' 17'-8"f 8; 8 $ I I $ I I 8 i i 0 I 1 S N $I 1 I 1 Q I L4-#5 EA. WAY ® I 1 o I I o $; CUT CMU BLOCKS ; $ I FOR EQUIPMENT I BOX 1 I I I e o FLOOR PLAN 'M L N N W J M Z C rn Z 00 O M "J W LL_ Q 05 LLI F-- = J - 3 a, I I . 0 M M L r h ti r Z M N z m oCQ I I Z W O .O 17'-8"t i i cc O v @ CUT LINE OF i i ?, U _j m u EXISTING SLABI $ (PROVIDE NEW FTG.) I $ I I 0 o i o i ce I $ I Q I I LRp7 I I l�1 I PROJECT N0: E-Stl 0 i I E -St 03-2013 I 8 DATE: I I I I 1409-2013 I O I J I I I I B I DRAWN BY: I I I AL I g I I g I I I I @® I CHECKED BY: 8 i i o i A.L I $ I Q I I I I ® I SHEET N0: L J L J S FOUNDATION FOUNDATION PP l " 1