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_ "•, I _ I I1. I '_ !I 11 npn p: __.I I II I. I 11L_ L I A I I 10 I 9 1 8 I 7 I 6 I 5 I 4 I 3 I 2 1 1 1 A B C D E F G H T100 TITLE SHEET / INDEX / CODE ANALYSIS A000 NOTES S000 NOTES / LOAD CRITERIA A S100 FRAMING PLAN / DETAILS B RADIANT FOOE) STORE IMPACT DAMAGE REPAIR C D I TITLE 2 SHEET INDEX OWNER STRUCTURAL ENGINEER / BUILDING DESIGN FBC 2007REV09 - RESIDENTIAL. EXISTING BUILDING CONNELLY GROUP CONSULTING ENGINEERS FL MECHANICAL 2007REV09 ALTERATION LEVEL - REPAIRS NOTE: CONTRACTOR AND ALL SUB -TRADES FL PLUMBING 2007REV09 (WITHOUT EXCEPTION) SHALL FIELD VERIFY ALL 200 2ND AVE SOUTH FL FIRE PREVENTION CODE 2007REV09 NOTE' DIMENSIONS AND EXISTING CONDITIONS PRIOR #yb5 NEC 2008 �K TO HBE PERFORMED SHALL BE IN CONFORMANCE WITH THE TO ORDERING AND INSTALLATION OF ANY E FBC2007REV09 EXISTING BUILDING CODE RELATING TO REPAIRS OF EXISTING ST PETERSBURG FL 33701 BUILDINGS. INCLUDING THE SECTIONS REFERENCED BELOW. STRUCTURE IS NOT MATERIALS. NOTIFY EOR, IN WRITING. OF ANY PH: 813-232-81448 ADDITIONAL REFERENCES BEING ADDED TO OR ALTERED. DISCREPANCIES PRIOR TO PROCEEDING FAX: 800-b98-1945 ASCE7-05 SECTION 402 EMAIL: INFOOCONNELLYENGINEERING.COM NFPA 101 REPAIRS NFPA I EFFORTS HAVE BEEN MADE TO VERIFY EXISTING CONTACT: CHRISTOPHER R. CONNELLY. PE,CBC 402.1 SCOPE. REPAIRS. AS DEFINED IN CHAPTER 2, INCLUDE THE PATCHING OR CONDITIONS. NO DESTRUCTIVE TESTING HAS NFPA 13 RESTORATION OR REPLACEMENT OF DAMAGED MATERIALS, ELEMENTS. EQUIPMENT BEEN PERFORMED TO VERIFY EXISTING FRAMING. NFPA 10 OR FIXTURES FOR THE PURPOSE OF MAINTAINING SUCH COMPONENTS IN GOOD OR CIVIL ENGINEER MEP SOUND CONDITION WITH RESPECT TO EXISTING LOADS OR PERFORMANCE COMPREHENSIVE FIELD VERIFICATION SHALL BE REQUIREMENTS. REQUIRED BY THE CONTRACTOR DURING / / 402.2 APPLICATION. REPAIRS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 5. DEMOLITION AND PRIOR TO ORDERING AND - 2- (! ,,4 �l I U D 402.3 RELATED WORK. WORK ON NONDAMAGED COMPONENTS THAT IS NECESSARY INSTALLATION OF ANY MATERIALS. IIILLL/// FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED RA- d-1 I'1� _ PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE PROVISIONS OF CHAPTER c \ SUL �C.. 6.7.8.9OR10. C►�C� CA'��, 3(dcje_ u)po� CHAPTER 5 REPAIRS mI f 1 (2 �"7?� PURPOSE OF REPAIR r SECTION 501 NOTE: THE FOLLOWING DETAILS AND SPECIFICATIONS SHALL CONSTITUTE A STRUCTURAL GENERAL REPAIR OF THE EXISTING STRUCTURES WALL ELEMENTS CAUSED BY VEHICLE IMPACT. ARCHITECT LANDSCAPE ARCHITECT 501.1 SCOPE. REPAIRS AS DESCRIBED IN SECTION 302 SHALL COMPLY WITH THE DETAILS AND SPECIFICATIONS PRESENTED IN THESE DRAWINGS SHALL INCLUDE IF NECESSARY REPAIR DETAILS AND SPECIFICATIONS TO RETURN THE EXISTING REQUIREMENTS OF THIS CHAPTER. REPAIRS TO HISTORIC BUILDINGS SHALL COMPLY STRUCTURE TOPA STATE AS WAS FOUND PRIOR TO THE DAMAGE. DETAILS AND WITH THIS CHAPTER. EXCEPT AS MODIFIED IN CHAPTER 11. SPECIFICATIONS ARE INTENDED TO REPAIR STRUCTURAL DAMAGE CAUSED BY THE IMPACT AND ARE NOT INTENDED TO RETURN STRUCTURE TO'LIKE NEW' CONDITION, 501.2 PERMITTED MATERIALS. EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY PORTIONS OF THE STRUCTURE MAY BE REMOVED AND REPLACED WITH ALTERNATIVE MATERIALS. OUR INTENTION IS TO MAINTAIN THE INTEGRITY AND APPEARANCE OF THIS CODE. MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW THE ORIGINAL STRUCTURE WITH MINIMAL INTRUSION AND MODIFICATION TO THE CONSTRUCTION SHALL BE USED. LIKE MATERIALS SHALL BE PERMITTED. PROVIDED REMAINING STRUCTURAL FRAMING. NO HAZARD TO LIFE. HEALTH OR PROPERTY IS CREATED' NOTE: MAIN WALL AND ROOF FRAMING AND FOUNDATION UPGRADES ARE EXCLUDED FROM THIS SCOPE OF WORK. WE ARE ASSUMING THE EXISTING STRUCTURE IS EXCEPTION: REPAIRS TO A HISTORIC BUILDING SHALL BE PERMITTED USING CAPABLE OF SUPPORTING THE CURRENT LOADING IMPOSED ON IT. ORIGINAL OR LIKE MATERIALS. MATERIALS SHALL COMPLY WITH SECTIONS 502.1. 502.2 AND 502.3. THE REMOVAL AND REPLACEMENT OF THE DAMAGED FRAMING AND SUBSEQUENT 3 PROJECT TEAM 4 VICINITY MAP �I 5 BUILDING CODES FINISHES FALLS BELOW THE STANDARD FEA/A GUIDELINE AS REFERENCED IN FEMA NORnI 501.3 CONFORMANCE. THE WORK SHALL NOT MAKE THE BUILDING LESS PU13UCATION 55 FOR SUBSTANTIAL IMPROVEMENT AND THEREFORE DOES NOT CONFORMING THAN IT WAS BEFORE THE REPAIR WAS UNDERTAKEN. CONSTITUTE A NECESSARY UPGRADE OF THE EXISTING STRUCTURAL ELEMENTS OF THE BUILDING. ALL REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE GUIDELINES AS SPECIFIED IN THE FLORIDA BUILDING CODE (CURRENT EDITION). WITH REVISIONS 9. ALL MANUFACTURED ARTICLES. MATERIALS AND EQUIPMENT SHALL BE 501.4 FLOOD HAZARD AREAS. IN FLOOD HAZARD AREAS. REPAIRS THAT CONSTITUTE EXISTING BUILDINGS AND ALL APPLICABLE LOCAL CODES. THE ENGINEER SHALL BE 17. THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECTAOR THAT SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING COMPLY WITH iMMEDiATELY NOTIFIED. IN WRITING. OF ANY ITEMS ANY ITEMS FOUND TO BE DAMAGED I. G.C. SHALL BECOME FAMILIAR WITH ALL OWNER'S REQUIREMENTS APPLIED. INSTALLED. CONNECTED. ERECTED. USED. CLEANED. AND ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT 23. DISSIMILAR METALS PROTECTION PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN OR IMPROPERLY REMOVED DURING THE BUILDING MODIFICATION. ALL TEMPORARY WILL BE NEW UNLESS OTHERWISE SPECIFIED. AND THAT ALL WORK CONTACTS NOT INVOLVING MAGNESIUM. SECTION I6I2 OF THE FLORIDA BUILDING CODE. BUILDING. SUPPORnNG ELEMENTS SHALL BE EQUAL OR GREATER IN STRUCTURAL CAPACITY TO THOSE REQUIREMENTS. SPECIFICATIONS OR INSTRUCTIONS UNLESS HEREINAFTER SPECIFIED WILL BE GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN ALL DISSIMILAR JOINTS NOT INVOLVING MAGNESIUM ARE PROTECTED BY THE APPLICATION OF A THE ITEM BEING REMOVED. 501.4.1 STRUCTURE SEAWARD OF A COASTAL CONSTRUCTION LINE. STRUCTURES 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY TO THE CONTRARY. CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO MINIMUM OF TWO COATS OF ZINC CHROMATE PRIMER IN ADDITION TO NORMAL PRIMER LOCATED SEAWARD OF THE COASTAL CONSTRUCTION LINE SHALL BE DESIGNED TO CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE. IT REQUIREMENTS PRIMER IS APPLIED BY BRUSH OR SPRAY AND ALLOWED TO AIR-DRY 6 HOURS RESIST THE PREDICTED FORCES OF A 100 YEAR STORM EVENT IN ACCORDANCE WITH ARCHITECT/EOR OF ANY DISCREPANCIES. 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. USING HIS IS UNDERSTOOD THAT NO INFERIOR OR NOW CONFORMING WORK OR 3. ITEMS NOT INDICATED IN THESE DOCUMENTS THAT CAN BE BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME BETWEEN COATS. SECTION 3109 OF THE FLORIDA BUILDING CODE. BUILDING. ALL CONSTRUCTION AND/OR INSTALLATION MEANS. METHODS. THEY ARE INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR LEGITIMATELY AND REASONABLY INFERRED TO COMPLETE THE WORK AT TECHNIQUES. SEQUENCES. AND PROCEDURES AND FOR COORDINATING AFTER THE FINAL ACCEPTANCE. IF REQUIRED BY THE ARCHITECT/EOR. THE 501.4.2 FLOODPLAIN CONSTRUCTION. THIS CODE SPECIFICALLY DEFERS TO THE G HAND SHALL BE FURNISHED BY THE CONTRACTOR AS THOUGHT IT WERE CONTACTS INVOLVING MAGNESIUM' ALL PORTIONS OF THE WORK UNDER THE CONTRACT. CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE AUTHORITY GRANTED TO LOCAL GOVERNMENT BY TITLE 44 CFR. SECTIONS 59 AND DETAILED HEREIN. KIND AND QUALITY OF MATERIALS AND EQUIPMENT. TO PREVENT CORROSION BETWEEN DISSIMILAR -METAL JOINTS IN WHICH MAGNESIUM ALLOYS IS 60. THIS CODE IS NOT INTENDED TO SUPPLANT OR SUPERCEDE LOCAL ORDINANCES 4. DRAWINGS SHALL BE DISTRIBUTED TO SUBCONTRACTORS IN COMPLETE II. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION INVOLVED, EACH SURFACE SHALL BE INSULATED AS FOLLOWS : ADOPTED PURSUANT TO THAT AUTHORITY, NOR ARE LOCAL FLOODPLAIN SETS AS INDICATED BY THE SHEET INDEX. G.C. IS RESPONSIBLE FOR DOCUMENTS. 18. THE WARRANTIES AND GUARANTIES REQUIRED BY THE CONSTRICTION . AT LEAST TWO COATS OF ZINC CHROMATE ARE APPLIED TO EACH SURFACE. NEXT.ADD A LAYER OF MANAGEMENT ORDINANCES TO BE DEEMED AMENDMENTS TO THE CODE. ENSURING SUBCONTRACTORS BID ON ALL ITEMS ASSOCIATED WITH DOCUMENTS SHALL BE IN ADDITION TO AND NOT IN LIMITATION OF PRESSURE -SENSITIVE VINYL TAPE 0.003-INCH THICK APPLIED SMOOTHLY AND FIRMLY ENOUGH TO THEIR RESPECTIVE TRADES. i2. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER ACCEPTABLE TO OWNER. BY THE CONSTRUCTION DOCUMENTS. PREVENT AIR BUBBLES AND WRINKLES. TO AVOID CREEP -BACK, DO NOT STRETCH THE TAPE DANGEROUS. NO WORK SHALL BE REQUIRED EXCEPT AS NECESSARY TO CORRECT DURING APPLICATION. WHEN THE THICKNESS OF THE TAPE INTERFERES WITH THE ASSEMBLY OF IDENTIFIED DANGEROUS CONDITIONS. 5. THE CONTRACTOR WILL INSPECT THE PREMISES IMMEDIATELY TO CHECK 13. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE 19. CONTRACTOR SHALL PROVIDE PROPER SHORING AND DISCONNECTION OF PARTS. WHERE RELATIVE MOTION EXISTS BETWEEN PARTS. OR WHEN SERVICE TEMPERATURES SECTION 502 CONTRAC TOR FIND EXISTING WORKING CONDITIONS. SHOULD C THE PROJECT. IT SHALL BE PROVIDED AND BE OF THE BEST ALL UTILITIES BEFORE ANY DEMOLITION. CONDITIONS WHICH HE BELIEVES WOULD IMPEDE HIS WORK. THEN SUCH MATERIALS AND WORKMANSHIP. ABOVE 250 F. ARE ANTICIPATED. THE USE OF TAPE IS ELIMINATED AND EXTRA COATS (MINIMUM OF BUILDING ELEMENTS AND MATERIALS CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT/EOR. 20. CONTRACTOR SHALL PATCH, REPAIR, REPLACE, AND FINISH ANY 502.1 HAZARDOUS MATERIALS. HAZARDOUS MATERIALS THAT ARE NO LONGER FAILURE TO SO ADVISE WILL CONSTITUTE NOTICE THAT CONTRACTOR 14. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR FLOOR. WALL. OR CEILING TO MATCH ADJACENT SURFACES DUE TO ANY THREE) OF PRIMER ARE APPLIED - IS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND THATHE A PERIOD OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION DEMOLITION. PERMITTED. SUCH AS ASBESTOS AND LEAD BASED PAINT. SHALL NOT BE USED. INTENDS TO PERFORM HIS OBLIGATIONS WITH NO ALLOWANCE EITHER (IN WRITING). 24, AT THE END OF EACH DAYS WORK. ALL UNUSED NAILS AND MATERIAL USED FOR THAT DAY SHALL BE IN TIME OR MONEY FOR ANY IMPEDIMENTS TO HIS WORK. 21. FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS COLLECTED ANDSTORED OR DISPOSED OF AS REQUIRED 502.2 GLAZING IN HAZARDOUS LOCATIONS. REPLACEMENT GLAZING IN HAZARDOUS 6. CONTRACTOR SHALL NOTIFY ARCHITECT/EOR OF ANY DISCREPANCIES AND 15. UNLESS OTHERWISE SPECIFICALLY NOTED. THE CONTRACTOR SHALL PERMIT. LOCATIONS SHALL COMPLY WITH THE SAFETY GLAZING REQUIREMENTS OF THE FOLLOW UP IN WRITING WITHIN TWO WORKING DAYS. PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT. TOOLS. FLORIDA BUILDING CODE. BUILDING AS APPLICABLE. CONSTRUCTION EQUIPMENT AND MACHINERY, TRANSPORTATION. AND 25. PROJECT SUPERVISOR SHALL INSPECT AND CERTIFY THE CORRECT INSTALLATION OF ALL OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION THRU-WALL SCUPPERS AND SHALL ISSUE SAID CERTIFICATION IN WRITING. AND FOR THE RECORD. TO EXCEPTION: GLASS BLOCK WALLS. LOUVERED WINDOWS. AND JALOUSIES REPAIRED 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITION NOT COVERED AND COMPLETION OF THE PROJECT. GENERAL CONTRACTOR OF RECORD. WHERE DISCREPANCIES EXISTING IN THE INSTALLATION, THE FOR WITH LIKE MATERIALS. IN THE DRAWINGS IS ENCOUNTERED. CONTRACTOR SHALL NOTIFY THE I6. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS, ETC.. SHALL BE NOTIFIED IMMEDIATELY IN WRITING. ARCHITECT/EOR BEFORE COMMENCING THAT PORTION OF THE WORK. NECESSARY FOR PROPER COMPLETION OF THE WORK UNLESS OTHERWISE 22. EXTERIOR SIGNAGE IS NOT PART OF THIS PROJECT. 02.3 REPLACEMENT. FOR REPAIRS IN AN HISTORIC BUILDING. REPLACEMENT OR INFORMED. 26. CONTRACTOR SHALL MAINTAIN A VISUAL RECORD ALL MATERIAL DEMOLITION AND INSTALLATIONS, PARTIAL REPLACEMENT of EXISTING OR MISSING FEATURES THAT MATCH THE 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND INCLUDING BEFORE AND AFTER PHOTOS. ALL PHOTOS SHALL BE TAKEN BY USE OF DIGITAL CAMERA ORIGINAL IN CONFIGURATION. HEIGHT. SIZE AND ORIGINAL METHODS OF H ORDINANCES. CONSTRUCTION SHALL BE PERMITTED. AND SHALL BE MADE AVAILABLE TO OWNER AND FOR AS REQUIRED. A MINIMUM OF 10 PHOTOS MUST BE TAKEN PER SPECIFIC INSTALLATION, EXCEPTION: GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION 502.2. 6 GENERAL NOTES 7 CODE ANALYSIS 1 10 I 9 I 8 1 7 I 6 I 5 I 4 I 3 I 2 1 1 RADIANTZH IMPACT C1312-016 CONNELLY GROUP py CONSULTING ENGINEERS 200 2nd Ave South - #465 - St Petersburg, FL 33701 CD info®connellyengineering.com (TJ813.232.8448 (F)BOO. 698. 1945 www.connellyenginee ring.- Lij FBC 2007REV09, CHAPTER I 105.4.1 PERMIT INTENT Ili 1 LL BE CONSTRUCTED TO BE A LICENSE TO PROCEED PROJECT DATA C WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL ALTER OR SET ASIDE ANY OF THE PROJISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT DESIGNER b..S PREVENT THE BUILDIND OFFICIAL FROM THEREAFTER REQU1RIW ACORRECTION OF ERRORS IN PIANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUED SHALL BECOME INVALID CRC UNLESS THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN SIX MONTHS AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED OR ABANDONED FORA PERM DRAWN BY GIT OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCED JJC CHECKED CRC WEHEREBYCERTIFYTHAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET LU w�. NORTH v� vv w t 2- 3- ITY OF ZEPHYRHILL'S LANE EXAMINEF4'�C J ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDIN CODE, NATIONAL ELECTRIC CODE AND 0 CV L0 cM M � LL W > w D 13. j V Z w m J J Q J J = o a� Q Q Q N _ .o N DRAWING SETS PERMIT 01.25.12 O PROFESSIONAL SEAL DATE SEALED: Z5-JAN-1 2 z g....,• � s ti �. fir_ I �� •. �% •' �� I • F g :s Ll AD • STAY CH PE-F CODE Dd�,� F.,., I TITLE SHEET T100