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GENERAL NOTES: 1. ALL WORK PRESENTED IN THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 2. THE CONTRACTOR MUST HAVE A MINIMUM OF 5 YEARS OF EXPERIENCE IN TOWER ERECTION AND RETROFIT SIMILAR TO THAT DESCRIBED HEREIN. 3. ALL CONSTRUCTION IS TO BE COMPLETE IN ACCORDANCE WITH THE ANSUASSE A10.48 AND ANSVIlA322 STANDARDS, THE CONTRACTOR MUST HAVE CONSIDERABLE WORKING KNOWLEDGE IN THESE STANDARDS TO ACCEPT THIS WORK. BY ACCEPTING THIS PROJECT. THE CONTRACTOR IS ATTESTING THAT HE HAS SUFFICIENT EXPERIENCE, ABILITY. AND KNOWLEDGE OF THE WORK TO BE PERFORMED AND IS PROPERLY LICENSED AND REGISTERED TO COMPLETE THIS WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS. AND EXISTING CONDITIONS PRIOR TO BEGINNING ANY MATERIAL ORDERS, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE EOR. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR MAY PROCEED WITH THE PROJECT. 5. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING I$ DONE AT THE RISK OF THE CONTRACTOR AND/OR FABRICATOR. 6. ALL MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION MUST BE FOLLOWED EXACTLY AS SPECIFIED. WHEN CONFLICTING WITH THESE DRAWINGS, THE MANUFACTURER SPECIFICATIONS SHALL GOVERN. 7. ALL MATERIALS AND EQUIPMENT USED IN THE INSTALLATION OF THESE DRAWINGS SHALL BE IN NEW OR GOOD WORKING QUALITY, FREE FROM DEFECTS AND FAULTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ALL SUBSTITUTIONS MUST BE GIVEN WRITTEN APPROVAL FROM THE EOR PRIOR TO INSTALLATION. ALL MATERIALS SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE. 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL INTENDED CONSTRUCTION ACTIVITY INCLUDING MATERIALS. ACCESS AND WORK SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND WILL BE RESPONSIBLE FOR ABIDING BY ALL REQUIREMENTS AND CONDITIONS OF THE PERMITS. WHEN APPLICABLE, THE CONTRACTOR MUST NOTIFY THE APPLICABLE JURISDICTION PRIOR TO BEGINNING OF ANY CONSTRUCTION. S. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS. CONSTRUCTION OF THE PROPOSED WORK SHALL MEET ANSUASSE A10.48. OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSUNA-322 INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE INSTALLATION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS DURING ERECTION AND/OR FIELD ALTERATIONS. THIS INCLUDES, RUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING. GUYS OR TIE -DOWNS THAT MAY BE NECESSARY, SUCH MATERIAL SHALL BE REMOVED AFTER THE COMPLETION OF THE PROJECT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING. AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 12. THE CLIMBING FACILITIES. SAFETY CLIMB AND ALL PARTS THEREOF SHALL NOT BE IMPEDED. MODIFIED OR ALTERED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE EOR. 13, INCORRECTLY FABRICATED, DAMAGED, MIS -FITTING, OR NON -CONFORMING MATERIALS AND CONDITIONS SHALL SE REPORTED TO THE EOR PRIOR TO ANY REMEDIAL OR CORRECTING ACTION. ALL ACTIONS SHALL REQUIRE EOR APPROVAL. STEEL: 1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC CODE AND ASTM SPECIFICATIONS. 2. HOLES SHALL NOT BE TORCH CUT THROUGH STRUCTURAL STEEL FOR FABRICATION. ALL STEEL FABRICATION MUST FOLLOW AISC SPECIFICATIONS. 3. HOT -DIP GALVANIZE ALL ITEMS AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123 UNLESS OTHERWISE SPECIFIED. ALL NEW STEEL IS TO BE PAINTED TO MATCH THE EXISTING STEEL. 4. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES. SLOTTED AND DOUBLY DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF FABRICATION UNLESS OTHERWISE SPECIFIED. S. ALL CONNECTIONS NOT DETAILED IN THESE DRAWINGS MUST BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. 6. ALL BOLTED CONNECTIONS MUST BE INSTALLED TO A SNUG -TIGHTENED CONDITION PER AISC -SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM 325 OR A490 BOLTS' SECTION 8.1 UNLESS OTHERWISE SPECIFIED. 7. CONTRACTOR MAY BE REQUIRED TO STACK WASHERS FOR BOLTS WHERE THREADS ARE EXCLUDED FROM SHEAR PLANE TO OBTAIN SNUG TIGHT INSTALLATION. A NUT LOCKING DEVICE MUST BE INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS. GALVANIZED ASTM 325 OR M90 BOLTS SHALL NOT BE REUSED. COLD GALVANIZATION• 1. ALL DAMAGED SURFACES SHALL BE REPAIRED HATH A COLD -GALVANIZING COATING CONFORMING TO ASTM 780. THIS COATING SHALL BE APPLIED BY BRUSH. THE GALVANIZING COMPOUND SHALL CONTAIN A MINIMUM OF 95%s PURE ZINC. THE FINISHED COATING SHALL BE A MINIMUM THICKNESS OF 4 MILS. 2. CONTRACTOR TO USE ZINGA OR ZRC COLD GALVANIZATION COMPOUNDS OR APPROVED EQUIVALENTS. 3. CLEAN AREAS TO BE PREPARED AND REMOVE SLAG FROM WELDS FOR TREATMENT ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 4. IF THE TOWER IS PAINTED. ALL TREATED AREAS ARE TO BE BRUSH PAINTED TO MATCH THE TOWER AFTER COLD GALVANIZING COMPOUND IS ALLOWED TO CURE. U-NOLTE• 1. ALL U -BOLTS ARE TO BE ASTM A36IA307, SAE 429 OR. 2 UNLESS OTHERWISE SPECIFIED. 2. U -BOLTS SHALL MEET REQUIREMENTS OF ASME 018.31.5-2011 BENT BOLTS. 3. U�BOLT ASSEMBLY SHALL COME COMPLETE WITH NUTS (ASTM A563). WASHERS (ASTM F436). AND LOCK WASHERS. 4. FULL U -BOLT ASSEMBLY TO BE HOT -DIP GALVANIZED PER ASTM A153/A153M OR A123. AS APPLICABLE. MODIFICATION MATERIALS SCOPE SHAPE GRADE YIELD STRENGTH (Fy) ULTIMATE STRENGTH (FU) ALL PIPE A53 GR. B 35 KSI 60 KSI ALL THREADED RODS SAE 429 GR. 2 57 KSI 74 KSI I NO. I DATE I DESCRIPTION I BY I `tttttllllll//�// Mp No. 0200 ��Q •' STATE OF S10NA� t�,`` RAPHAEL I. MOHAMED. PE. PEnO SENIOR DIRECTOR OF ENGINEERING FL PE LICENSE NO. 82846', FL COA NO. 32141 I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MV DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA. a omasiec NNworkSdullorls iis� �wrssulre loi RJPWETv er Hor�w REP90WLiKw o9 CAu9Nc ro BE aF �uI�Ec.hElKOR�c 6o�u - 5510�I SITE NAME. WEST VERO SITE NUMBER: FLFPU1005 FA NUMBER: 10032101 MNS ENG. NUMBER. 43368-MMDI SITE ADDRESS'. 5850 COLLEGE LANE. VERO BEACH INDIAN RIVER COUNTY, FL 32966 DRAWN BY VB CHECKED BY: NDN APPROVEDBY.RM SCALE'. N.T.S GENERALNOTES REV N-2 o