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10 I 9 I 8 I 7 I 6 I 5 I 4 3 I 2 1 0 i C C E F ALL MATERIALS. WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE FLORIDA BUILDING CODE SECTION 1609. CURRENT EDITION WITH REVISIONS. DESIGN DEAD LOAD CRITERIA ROOF DEAD LOAD 15PSF FLOOR DEAD LOAD 25PSF STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK AND DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. AND NOTIFY ARCHITECT OF DISCREPANCIES AND CONFLICTS, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO DO THE WORK. SHOP DRAWINGS FOR STRUCTURAL STEEL AND CONNECTOR PLATE WOOD ROOF TRUSSES AND TJI JOIST SHALL BE SUBMITTED TO THE ARCHITECT AND/OR STRUCTURAL ENGINEER SIGNED AND SEALED BY REGISTERED ENGINEER AND/OR ARCHITECT REGISTERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION OF APPROVED OF THESE ITEMS. ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. SHOP DRAWINGS REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD. THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDED A REPRODUCIBLE AND ONE COPY. REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SUBMITTAL BY THE CONTRACTOR IS TO DEMONSTRATE UNDERSTANDING OF THE DESIGN CONCEPT, THE MATERIALS INTENDED TO BE FURNISHED AND INSTALLED. AND TO DETAIL THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS. DISCREPANCIES. OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTAL AND THE CONTRACT DRAWINGS ARE DISCOVERED EITHER PRIOR TO. OR AFTER SHOP DRAWING SUBMITTAL ARE PROCESSED BY THE ENGINEER. THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND BE FOLLOWED. WOOD DIMENSIONED LUMBER SHALL BE DRESSED S41S AND SHALL BEAR THE GRADE STAMP OF THE SUPPLIER'S ASSOCIATION. ALL LUMBER SHALL BE SOUND AND FREE FROM WARP. ALL LUMBER SHALL BE SOUTHERN PINE GRADE NO. 2 OR BETTER WITH THE FOLLOWING MINIMUM PROPERTIES (U.O.N.): FB- 1.200PSI FV- 150PSI FC- 975 PSI E= 1.600,000 PSI II% MAXIMUM MOISTURE CONTENT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVES INSTITUTE QUALITY MARK LP-2. WOOD CONTINUED PLYWOOD SHEATHING SHALL BE DFPA CD WITH EXTERIOR GLUE. ALL ROOF SHEATHING SHALL BE INSTALLED WITH PLYCLIPS BETWEEN TRUSSES. INSTALL BRIDGING IN ALL FLOOR AND ROOF JOISTS W 8'- 0" O.C. MAXIMUM. INSTALL BLOCKING IN ALL WALL STUDS AT PLYWOOD EDGES. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. PROVIDE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL BEARING STUD WALLS. STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS. STUDS SHALL BE TRIPLED AT ALL CORNERS. INSTALL ALL CONNECTORS AND TIES PER MANUFACTURER TO THEIR HIGHEST CAPACITY. IF WOOD SHOWS EVIDENCE OF CRACKING FROM FASTENERS. PRE DRILL FOR FASTENERS OR USE SELF -TAPPING FASTENERS PRE-ENGINEERED WOOD TRUSSES CODES AND STANDARDS: A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. B. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTION WOOD TRUSSES. TPI-85. PUBLISHED BY THE TRUSS PLATE INSTITUTE. C. HIB - 01, PUBLISHED BY THE TRUSS PLATE INSTITUTE. D. ALL REQUIREMENTS OF TRUSS PLATE INSTITUTE. MAXIMUM DEFLECTION: LIVE LOAD L/360 DEAD LOAD L/240 DESIGN WOOD TRUSSES FOR THE LOADS SHALL MEET WIND LOADS SHOWN ON THE DRAWINGS TRUSS ERECTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING OF THE TRUSSES. TRUSS MANUFACTURER SHALL CLEARLY SHOW THE SIZE AND LOCATION OF ALL REQUIRED TOP AND BOTTOM CHORD BRACING TRUSS MANUFACTURER SHALL PROVIDE ALL CONNECTIONS. HANGERS. HEADER. BEAMS. ETC. IN ORDER TO COMPLETE THE FLOOR FRAMING AS SHOWN ON DRAWINGS. SUBMITTAL: DETAILED SHOP DRAWINGS SHOWING LAYOUT. BRIDGING. CONNECTION DETAILS. AND ALL ACCESSORY MATERIALS TO TO SAFELY COMPLETE THE FLOOR SYSTEM. PROVIDE CALCULATIONS AND DRAWINGS SIGNED AND SEALED BY A LICENSED FLORIDA ENGINEER REGISTERED IN THE STATE OF FLORIDA. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES. TPI-78. BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND/OR STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. PROVIDE FOR SHAPES. BEARING POINTS. INTERSECTIONS. HIPS. VALLEYS. ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP. VALLEY. AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES. STEP-DOWN TRUSSES. ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. THE BUCK -(THE WOOD BETWEEN THE DOOR JAMB AND THE WALL) IS THINNER THAN 1-1/2 INCHES. THE JAMB HAS TO BE ANCHORED THROUGH THE BUCK AND INTO THE WALL IF THE BUCK IS 1-1/2 INCHES OR THICKER. THE BUCK MUST BE SECURED IN A WAY THAT IT BECOMES PART OF THE HOME'S SUPERSTRUCTURE. FBC R613.6 THE MULLIONS -(THE STRIPS BETWEEN A SERIES OF WINDOWS) MUST BE CERTIFIED TO WITHSTAND THE AREA'S HIGH WINDS. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. FBC R613.7 GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH SBC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPANS BEAMS SHALL BE DOUGLAS FIR COMBINATIONS 24F-V4. FB-2.400 PSI. FV-165 PSI. LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER. THE GRADE. THE NATIONAL RESEARCH BOARD NUMBER. AND THE QUALITY CONTROL AGENCY. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER-126 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. FB-2,600 PSI. E-1-800.000 PSI FV- 285 PSI (FOR 1.8E MEMBERS) FB-2.985 PSI, E-2.000.000 PSI. FV-285 PSI (FOR 1-3/4' WIDE 2.0E MEMBERS) FB-2.485 PSI E-2.000.000 PSI. FV-285 PSI (FOR 3 I/2" WIDE 2.0E MEMBERS) ICONSTRUCTION NOTES SCALE: -- I 10 I 9 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATIVE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. PARALLEL STRAND LUMBER (PSL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER. THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER. AND THE QUALITY CONTROL AGENCY. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH NER-126 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER: FB- 2.900 PSI, E=2,000.000 PSI. FV-290 PSI (FOR 2.0E MEMBERS) FB- 3.100 PSI, E-2.100.000 PSI, FV-290 PSI (FOR 2,IE MEMBERS) DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE PLANS: EXTERIOR PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL II. EXTERIOR GLUE. TIMBER CONNECTORS INDICATED BY LETTERS AND NUMBERS SHALL BE STRONG TIE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND OF THE SAME GRADE (MINIMUM) AS THE MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH JOIST HANGERS. UNLESS OTHERWISE NOTED. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 2004 FLORIDA BUILDING CODE. MINIMUM NAILING. UNLESS OTHERWISE NOTED. SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. WOOD FRAMING NOTES CONTINUED WALL FRAMING: ALL STUDS WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS AT 16"O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 8 FT IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12"O.C. STAGGERED OR BOLTED TO CONCRETE WITH 1/4"X 3-1/4" TAP CONS AT 16"O.C. UNLESS OTHERWISE NOTED. MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D AT 12"O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED. PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO AL STUDS, TOP AND BOTTOM PLATES. AND BLOCKING WITH NAILS AT TO.C. USE 5D COOLER NAILS FOR I/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. PROVIDE 1/2" PLYWOOD SHEATHING ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES). TOP AND BOTTOM PLATES WITH 8D AT 4-O.C.. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D AT 8'O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOIST UNDER AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS NOTED OTHERWISE. PROVIDE BRIDGING A 8 FT O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOIST TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOIST TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH SCHEDULE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D AT 12"O.C. STAGGERED. UNLESS NOTED OTHERWISE ON THE PLANS. APA RATED ROOF AND FLOOR SHEATHING SHALL BE PLACED WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS AT 6"O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND AT 12"O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOIST/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOUD BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 2-16D AT EACH END OR AT 12"O.C. UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL. STRUCTURAL. MECHANICAL. AND ELECTRICAL DETAILS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED TO THE FOR PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE EOR'S WRITTEN CONSENT - A COPY OF WHICH WILL BE FILLED WITH THE CONSTRUCTION OFFICIAL. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE EOR. THESE DRAWINGS ARE THE PROPERTY OF THE FOR AND SHALL NOT BE USED WITHOUT HIS CONSENT. DRAWINGS SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE EOR. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE FOR FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES. LOSSES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE EOR'S DRAWINGS AND THE PERFORMANCE OF THE WORK BY THE CONTRACTOR ALL WORK AND MATERIAL SHALL MEET THE REQUIREMENTS OF ALL LOCAL AND STATE BUILDING CODES AND THE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS AND EXTENT OF THE WORK. AS THE WORK PROGRESSES. THE OWNER AND THE CONTRACTOR. AT NO EXTRA COSTS. SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. ALL WORK AND MATERIALS SHALL MEET THE REGUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING CONSTRUCTION. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE FOR FOR CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS. TOOLS. EQUIPMENT. LABOR. MACHINERY. TRANSPORTATION. HEAT. WATER. UTILITIES. AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK. THE FOR SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS. THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT WILL IMPACT THE PROJECT. ALL DRAWINGS ARE COMPLIMENTARY. THE DRAWINGS GENERALLY SHOW THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT. AND DO NOT NECESSARILY SHOW ALL DETAILS AND CONDITIONS. ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL STATE AND DEPARTMENT OF AGRICULTURE, STRUCTURAL PEST CONTROL DIVISION REGULATIONS, RULES. DEFINITIONS AND REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS. EASEMENTS. AND ANY DEED RESTRICTIONS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEAN-UP AND DEBRIS REMOVAL 7 L SECTION 506 STRUCTURAL 506.1 GENERAL. REPAIRS OF STRUCTURAL ELEMENTS SHALL COMPLY WITH THIS SECTION. 506.1.1 NONSTRUCTURAL REPAIRS EXCLUSIVE OF FIXTURES AND FURNITURE. THE COST OF WHICH DOES NOT EXCEED 25 PERCENT OF THE REPLACEMENT VALUE OF THE EXISTING BUILDING OR STRUCTURE. WITH THE APPROVAL OF THE BUILDING OFFICIAL. MAY BE MADE OF THE SAME MATERIAL OF WHICH THE BUILDING OR STRUCTURE IS CONSTRUCTED. EXCEPTION: HISTORIC BUILDINGS SHALL COMPLY WITH SECTION 502.3. 506.1.1.1 EVALUATION AND DESIGN PROCEDURES. RESERVED. 506.1.1.2 IBC LEVEL SEISMIC FORCES. RESERVED. TABLE 506.1.1.2 FEMA 356 AND ASCE 31 PERFORMANCE LEVELS. RESERVED. 506.1.1.3 REDUCED IBC LEVEL SEISMIC FORCES. RESERVED. 506.1.2 WIND DESIGN. WIND DESIGN OF EXISTING BUILDINGS SHALL BE IN ACCORDANCE WITH THE BUILDING CODES THAT WERE IN EFFECT WHEN THE BUILDING WAS PERMITTED. 506.2 REPAIRS TO DAMAGED BUILDINGS. REPAIRS TO DAMAGED BUILDINGS SHALL COMPLY WITH THIS SECTION AND SECTION 611. REROOFING. 506.2.1 DANGEROUS CONDITIONS. REGARDLESS OF THE EXTENT OF STRUCTURAL DAMAGE. DANGEROUS CONDITIONS SHALL BE ELIMINATED. 506.2.2 SUBSTANTIAL STRUCTURAL DAMAGE TO ELEMENTS OF THE LATERAL -FORCE -RESISTING SYSTEM. A BUILDING THAT HAS SUSTAINED SUBSTANTIAL STRUCTURAL DAMAGE TO THE ELEMENTS OF ITS LATERAL -FORCE -RESISTING SYSTEM SHALL BE EVALUATED AND REPAIRED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 506.2.2.1 THROUGH 506.2.2.3. 506.2.2.1 EVALUATION. THE BUILDING SHALL BE EVALUATED BY A REGISTERED DESIGN PROFESSIONAL. AND THE EVALUATION FINDINGS SHALL BE SUBMITTED TO THE CODE OFFICIAL. THE EVALUATION SHALL ESTABLISH WHETHER THE DAMAGED BUILDING. IF REPAIRED TO ITS PREDAMAGED STATE. WOULD COMPLY WITH THE PROVISIONS OF THE CODES THAT WERE IN EFFECT WHEN THE BUILDING WAS PERMITTED. WIND FORCES FOR THIS EVALUATION SHALL BE THOSE PRESCRIBED IN THE CODES THAT WERE IN EFFECT WHEN THE BUILDING WAS PERMITTED. 506.2.2.2 EXTENT OF REPAIR FOR COMPLIANT BUILDINGS. IF THE EVALUATION ESTABLISHES COMPLIANCE OF THE PREDAMAGED BUILDING IN ACCORDANCE WITH SECTION 506.2.2.1, REPAIRS SHALL BE PERMITTED THAT RESTORE THE BUILDING TO ITS PREDAMAGED STATE USING MATERIALS AND STRENGTHS THAT EXISTED PRIOR TO THE DAMAGE. 506.2.2.3 EXTENT OF REPAIR FOR NONCOMPLIANT BUILDINGS. IF THE EVALUATION DOES NOT ESTABLISH COMPLIANCE OF THE PREDAMAGED BUILDING IN ACCORDANCE WITH SECTION 506.2.2.1. THE BUILDING SHALL BE REHABILITATED TO COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE. BUILDING FOR LOAD COMBINATIONS. INCLUDING WIND. THE WIND DESIGN LEVEL FOR THE REPAIR SHALL BE AS REQUIRED BY THE BUILDING CODE IN EFFECT AT THE TIME OF ORIGINAL CONSTRUCTION, UNLESS THE DAMAGE WAS CAUSED BY WIND. IN WHICH CASE THE DESIGN LEVEL SHALL BE AS REQUIRED BY THE CODE IN EFFECT AT THE TIME OF ORIGINAL CONSTRUCTION OR AS REQUIRED BY THE FLORIDA BUILDING CODE, BUILDING , WHICHEVER IS GREATER. NEW STRUCTURAL MEMBERS AND CONNECTIONS REQUIRED BY THIS REHABILITATION DESIGN SHALL COMPLY WITH THE DETAILING PROVISIONS OF THE FLORIDA BUILDING CODE. BUILDING FOR NEW BUILDINGS OF SIMILAR STRUCTURE, PURPOSE AND LOCATION. 506.2.3 SUBSTANTIAL STRUCTURAL DAMAGE TO VERTICAL LOAD -CARRYING COMPONENTS. VERTICAL LOAD -CARRYING COMPONENTS THAT HAVE SUSTAINED SUBSTANTIAL STRUCTURAL DAMAGE SHALL BE REHABILITATED TO COMPLY WITH THE APPLICABLE PROVISIONS FOR DEAD AND LIVE LOADS IN THE FLORIDA BUILDING CODE. BUILDING. UNDAMAGED VERTICAL LOAD -CARRYING COMPONENTS THAT RECEIVE DEAD OR LIVE LOADS FROM REHABILITATED COMPONENTS SHALL ALSO BE REHABILITATED TO CARRY THE DESIGN LOADS OF THE REHABILITATION DESIGN. NEW STRUCTURAL MEMBERS AND CONNECTIONS REQUIRED BY THIS REHABILITATION DESIGN SHALL COMPLY WITH THE DETAILING PROVISIONS OF THE FLORIDA BUILDING CODE. BUILDING FOR NEW BUILDINGS OF SIMILAR STRUCTURE. PURPOSE AND LOCATION. 506.2.3.1 LATERAL -FORCE -RESISTING ELEMENTS. REGARDLESS OF THE LEVEL OF DAMAGE TO ELEMENTS OF THE LATERAL - FORCE -RESISTING SYSTEM. IF SUBSTANTIAL STRUCTURAL DAMAGE TO VERTICAL LOAD -CARRYING COMPONENTS WAS CAUSED PRIMARILY BY WIND EFFECTS. THEN THE BUILDING SHALL BE EVALUATED IN ACCORDANCE WITH SECTION 506.2.2.1 AND. IF NONCOMPLIANT. REHABILITATED IN ACCORDANCE WITH SECTION 506.2.2.3. 506.2A LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE. FOR DAMAGE LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE, REPAIRS SHALL BE ALLOWED THAT RESTORE THE BUILDING TO ITS PREDAMAGED STATE USING MATERIALS AND STRENGTHS THAT EXISTED PRIOR TO THE DAMAGE. NEW STRUCTURAL MEMBERS AND CONNECTIONS USED FOR THIS REPAIR SHALL COMPLY WITH THE DETAILING PROVISIONS OF THE FLORIDA BUILDING CODE. BUILDING FOR NEW BUILDINGS OF SIMILAR STRUCTURE, PURPOSE AND LOCATION. 506.2.5 FLOOD HAZARD AREAS. SEE SECTION 501.4. SECTION 507 ELECTRICAL 507.1 MATERIAL. EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGOING REPAIR SHALL BE ALLOWED TO BE REPAIRED OR REPLACED WITH LIKE MATERIAL IN ACCORDANCE WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE. BUILDING. EXCEPTIONS: I. EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGOING REPAIR SHALL BE PERMITTED TO BE REPAIRED OR REPLACED WITH LIKE MATERIAL. 2. FOR REPLACEMENT OF NONGROU N DING -TYPE RECEPTACLES WITH GROUNDING -TYPE RECEPTACLES AND FOR BRANCH CIRCUITS THAT DO NOT HAVE AN EQUIPMENT GROUNDING CONDUCTOR IN THE BRANCH CIRCUITRY. THE GROUNDING CONDUCTOR OF A GROUNDING -TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE SYSTEM OR TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE CONDUCTOR. IN ACCORDANCE WITH ARTICLE 250.130 (C) OF CHAPTER 27 OF THE FLORIDA BUILDING CODE. BUILDING. 3. FRAMES OF ELECTRIC RANGES. WALL -MOUNTED OVENS. COUNTER -MOUNTED COOKING UNITS. CLOTHES DRYERS. AND OUTLET OR JUNCTION BOXES THAT ARE PART OF THE EXISTING BRANCH CIRCUIT FOR THESE APPLIANCES SHALL BE PERMITTED TO BE GROUNDED TO THE GROUNDED CIRCUIT CONDUCTOR IN ACCORDANCE WITH ARTICLE 250.140 OF CHAPTER 27 OF THE FLORIDA BUILDING CODE. BUILDING . 507.1.1 RECEPTACLES. REPLACEMENT OF ELECTRICAL RECEPTACLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 406.3(D) OF NFPA 70. 507.1.2 PLUG FUSES. PLUG FUSES OF THE EDISON-BASE TYPE SHALL BE USED FOR REPLACEMENTS ONLY WHERE THERE IS NO EVIDENCE OF OVER FUSING OR TAMPERING PER APPLICABLE REQUIREMENTS OF SECTION 240.51(B) OF NFPA 70. 507.1.3 NONG ROUNDING -TYPE RECEPTACLES. FOR REPLACEMENT OF NONGROUNDING-TYPE RECEPTACLES WITH GROUNDING -TYPE RECEPTACLES AND FOR BRANCH CIRCUITS THAT DO NOT HAVE AN EQUIPMENT GROUNDING CONDUCTOR IN THE BRANCH CIRCUITRY. THE GROUNDING CONDUCTOR OF A GROUNDING -TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE SYSTEM OR TO ANY ACCESSIBLE POINT ON THE GROUNDING ELECTRODE CONDUCTOR IN ACCORDANCE WITH SECTION 250.130(C) OF NFPA 70. 507.1.4 GROUP 1-2 RECEPTACLES. NON "HOSPITAL GRADE" RECEPTACLES IN PATIENT BED LOCATIONS OF GROUP 1-2 SHALL BE REPLACED WITH -HOSPITAL GRADE- RECEPTACLES. AS REQUIRED BY NFPA 99 AND ARTICLE 517 OF NFPA 70. 507.1.5 GROUNDING OF APPLIANCES. FRAMES OF ELECTRIC RANGES. WALL -MOUNTED OVENS. COUNTER -MOUNTED COOKING UNITS. CLOTHES DRYERS AND OUTLET OR JUNCTION BOXES THAT ARE PART OF THE EXISTING BRANCH CIRCUIT FOR THESE APPLIANCES SHALL BE PERMITTED TO BE GROUNDED TO THE GROUNDED CIRCUIT CONDUCTOR IN ACCORDANCE WITH SECTION 250.140 OF NFPA 70. SECTION 508 MECHANICAL 508.1 GENERAL. EXISTING MECHANICAL SYSTEMS UNDERGOING REPAIR SHALL COMPLY WITH SECTION 301.11 OF THE FLORIDA BUILDING CODE. MECHANICAL AND SHALL NOT MAKE THE BUILDING LESS CONFORMING THAN IT WAS BEFORE THE REPAIR WAS UNDERTAKEN. SECTION 509 PLUMBING 509.1 MATERIALS. PLUMBING MATERIALS AND SUPPLIES SHALL NOT BE USED FOR REPAIRS THAT ARE PROHIBITED IN THE FLORIDA BUILDING CODE. PLUMBING. 509.2 PLUMBING FIXTURE REPLACEMENT. WHEN ANY PLUMBING FIXTURE IS REPLACED. THE REPLACEMENT PLUMBING FIXTURE SHALL COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING. EXCEPTION: BLOWOUT -DESIGN WATER CLOSETS [3.5 GALLONS (13 L) PER FLUSHING CYCLE] P R301.1 DESIGN. BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF. SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS. INCLUDING DEAD LOADS LINE LOADS. ROOF LOADS. FLOOD LOADS AND WIND LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD -RESISTING ELEMENTS TO THE FOUNDATION. EXCEPTION: BUILDINGS AND STRUCTURES LOCATED WRHIN THE HIGH -VELOCITY HURRICANE ZONE SHALL COMPLY ONLY WITH SECTIONS R302 TO R324. INCLUSIVE AND THE PROVISIONS OF CHAPTER 44. R301.1.1 ALTERNATIVE PROVISKNdS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THIS CODE AND THE UMITATIONS THERE IN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE FLORIDA BUILDING CODE. BUILDING. I. AMERICAN FOREST AND PAPER ASSOCIATION (AFSPA) WOOD FRAME CONSTRUCTION MANUAL (WFCM). 2. AMERICAN IRON AND STEEL INSTITUTE (AISI). STANDARD FOR COLD -FORMED STEEL FRAMING PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS (COFS/PM). R301.1.2 CONSTRUCTION SYSTEMS THE REQUIREMENTS OF THIS CODE ARE BASED ON PLATFORM AND BALLOON -FRAME CONSTRUCTION FOR LIGHT -FRAME BUILDINGS. THE REQUIREMENTS FOR CONCRETE AND MASONRY BUILDINGS ARE BASED ON A BALLOON FRAMING SYSTEM. OTHER FRAMING SYSTEMS MUST HAVE EQUIVALENT DETAIUNG TO ENSURE FORCE TRANSFER, CONTINUITY AND COMPATIBLE DEFORMATIONS. R30H 3 ENGINEERED DESIGN. WHEN A BUILDING OF OTHERWISE CONVENTIONAL CONSTRUCTION CONTAINS STRUCTURAL ELEMENTS EXCEEDING THE LIMITS OF SECTION R301 OR OTHERWISE. NOT CONFORMING TO THIS CODE. THESE ELEMENTS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE EXTENT OF SUCH DESIGN NEED ONLY DEMONSTRATE COMPLIANCE OF NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS AND SWILL BE COMPATIBLE WfTH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEM. ENGINEERED DESIGN IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING IS PERMITTED FOR ALL BUILDINGS AND STRUCTURES. AND PARTS THEREOF. INCLUDED IN THE SCOPE OF THIS CODE. 5 I 4 ROOFING ROOFING MUST BE STRONG ENOUGH TO STAY INTACT IN THE ESTIMATED HIGHEST WINDS OF THE AREA BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS AND TEST DATA THAT PROVES THE STRENGTH OF THE SHINGLE. INSPECTIONS INSPECTIONS SHALL BE MADE ACCORDING TO THE PROVISIONS AND GUIDLINES OF THE FBC 2004 SECTION 109 FOUNDATION INSPECTION: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. ALL WORK SHALL COMPLY WITH PREVAILING CODES, LOCAL BUILDING 6 ALUMINUM. 3 2 I�1 C C E F1 Cr H RADIANTZH IMPACT CG12-016 �. CONNELLY GROUP CC N 6 U L T I N G EN0I NEERS 200 2nd Ave South - #455 - St Petersburg, FL 33701 N CD? info®connallyenginsering.com [T)813.232.8448 [F)800.69B. 1 94 5 IQ www.ccnneIIyenginIsaring.com FBC 2007REV09. CHAPTER I PROJECT IOWI PERMIT INTENT DATA i' i U S WILL BE CONSTRUCTED TO BE A LCENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER OR SET DESIGNER < ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN FILMS. CONSTRUCTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUED SHALL BECOME INVALID CRC DRAWN BY ,e. UNLESS THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN SIX MONTHS Ld AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCED. JJC CHECKED §. I~ WE HEREBY CERTIFYTHAT THESE PINS AND SPEOFK;ATKNJSCOMPLYWITH TTHE REE REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE SHEET CRC LU NORTH