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100 Towne Center Blvd 17-2175 (bldg plans) (a)
CONSULTANTS S ♦ ENGINEERING BOHLER ENGINEERING FL, LLC 3820 NORTHDALE BLVD, SUITE 3008 TAMPA, FLORIDA 33624 ATTN: JAMES KELLEY, P.E. ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY DEWBERRY 131 WEST KALEY STREET ORLANDO, FL 32806 (321)354-9826 DATED: 04/27/2017 4 GEOTECHNICAL ENGINEERING REPORT TERRACON CONSULTANTS, INC. 1675 LEE ROAD WINTER PARK, FL 32789 (407)740-6110 DATED: 05/05/2017 ♦ LANDSCAPE ARCHITECT BOHLER ENGINEERING FL, LLC 3820 NORTHDALE BLVD, SUITE 300B TAMPA, FLORIDA 33624 ATTN: KYLE STEELE ♦ ARCHITECT BDG ARCHITECTS 100 S ASHLEY DRIVE, SUITE 100 TAMPA, FL 33602 LEGAL DESCRIPTION IPTI®N OWNER ♦ TEXAS ROADHOUSE 6040 DUTCHMANS LANE, SUITE 400 LOUISVILLE, KY 40205 (502)426-9984 GOVERNING AGENCIES ♦ CITY OF SANFORD 300 N PARK AVE SANFORD, FL 32771 (407) 688-5140 * ST. JOHNS RIVER WATER MANAGEMENT DISTRICT 4049 REID STREET PALAKA, FL. 32177 (386)329-4500 (LOT 1, ACI INCOME FUND, PD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51, PAGES 99 AND 100, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. TOGETHER WITH APPURTENANT EASEMENT RIGHTS DECLARED, CREATED AND GRANTED PURSUANT TO THAT CERTAIN CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED AUGUST 24, 1994 IN OFFICIAL RECORDS BOOK 2815, PAGE 636, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PARCEL NO.: 29-19-30-504-0000-0010 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN H:\2017\FLT170031\DRAWINGS\PLAN SETS\FLT170031SDO.DWG PRINTED BY: AZIONS 11.03.17 @ 9:13 AM LAST SAVED BY: JTAMARGO o ilN1i�\ �l 1" LINNl 1r(l\1'�1 � \, klL MEXICO, 119�---- 1� � .��1"C�1 1 14 14 Iq "l�l�:woo c"l 10, S LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FLORIDA 32771 PARCEL # 29-19-30-504-0000-0010 44 .1 , ��aiaar�.a- e r. r ]LOCATION MAP SCALE: 1” = 1,000' 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 BohlerEngineering. com SHEET INDEX d�ls SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 5111" R,a �'a aya d C-3 SITE LAYOUT PLAN se PAVING & GRADING PLAN C-5 UTILITY PLAN C-6 r„s C-7 - C-8 8' gl'. d ` taYh IRoh r 44 .1 , ��aiaar�.a- e r. r ]LOCATION MAP SCALE: 1” = 1,000' 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 BohlerEngineering. com SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 SOIL EROSION CONTROL & DEMO PLAN C-3 SITE LAYOUT PLAN C-4 PAVING & GRADING PLAN C-5 UTILITY PLAN C-6 CONSTRUCTION DETAILS C-7 - C-8 � J1111111101111111 ELECTRIC: GAS: FLORIDA POWER & LIGHT FLORIDA PUBLIC UTILITIES CONTACT: ERNESTO DOMINQUEZ CONTACT: GLEEN PENDLETON (954)581-3088 (386)747-8706 TELEPHONE CABLE AT&T CHARTER COMMUNICATIONS CONTACT: DINO FARRUGGIO CONTACT: MARVIN URSY (561)997-0240 (407)532-8509 U Z 0 X U P4 r O � -j W W O h LL L' vi � � R 2 Q U® 07 Q ¢ o o P��e®�� a� Za a o�Z o ww Z z -Z -> Z Q s J w5 cw, �w CAS C7 y < Z a� QL armw Z ¢ = J w m OU Zdav�ix N® �1 ww.w>wo =�Cs_7j0 �Q H 0m: wow r=aa ♦044ist E Y w ~61zA p ~ ~ SS P� z:5 2< Y Y Z F - (ZD ZOOw 4 w O I Ar �MZ a� zZZ ...-_._. 00 ][REVISIONS REV DATE COMMENT BY Q08/24/17 CHECKED BY: PERMIT COMMENTS JRT DATE: 09/06/17 PERMIT COMMENTS JDA N/A CAD I, D.. SDO Af h i PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD I, D.. SDO Af TM ]JUXILER E NGIN EERING 3820 NORTHDALE BLVD., SUITE 3008 TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. Oo. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 \,\1011ROB �1jT o a 74 m 4 m a a 4 m a m 4 E Q®ay �°�� by pep�URl&%�pOQ4�1 4 �CNAl-NO`\ \ tr i!+11!!1`1"' 11/3/2017 SHEET TITLE: *010'lal" WNl Mel Il ;l": l` SHEET NUMBER: c � I I GENERAL NOCES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "SURVEY - BOUNDARY & TOPOGRAPHIC SURVEY FOR BDG ARCHITECTS BY DEWBERRY", 4/27/2017. ." GEOTECHNICAL REPORT -GEOTECHNICAL ENGINEERING REPORT BY TERRACON", 05/04/2017, PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEENBTA 0 INED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK, 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE), CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC, AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME, CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION, IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED, 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY, BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD H:\2017\FLT170031\DRAWINGS\PLAN SETS\FLT1700315DO.DWG PRINTED BY: AZIONS 11.03.17 @ 9:13 AM LAST SAVED BY: JTAMARGO HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME, 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE, THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE CCO DANCE WITH THE APPROVED PLANS. I CONTRACTOR F CO RAC OR AND/OR OWNER FAIL BUILDR O CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 2$. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES, CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30, AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE, SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. .�\Ia .�� �...�����V�,� l \!�.i�I06- I.I"�� CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). • LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET (30 INCHES), SHALL BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 (2.0%) IN ANY DIRECTION FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE, THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE, CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: f7�������� Y ARY & TOPOGRAPHIC SURVEY FORD BDG ARCHITECTS" BERRY DATED4/27/2017 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq,), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE 'INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL; STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO ALL OF THE DRAWINGSAND A SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5, THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12, THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1,5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING, CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE CONSTRUCTION OCCURS, 09I&IIt41VIVAIQ:T-11I0 TC34:2I0 UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE, 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. 28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOWR INDUSTRIAL USTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 29, WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS, ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 30, CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME, 31. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. rn 2 U z o A I- F, 9 ui < E G JJ ^ WCO Oh¢i 99)4Jx u=2 < CO3oa UQII-U) .0 s*o+♦ 11 W� ZQ �� sz< 11 OOW ❑ .>� c5 z o � Wp wzz>z,0 H liliIiii=4 m m W -3 (� aH 2zi 2z -_ C7 I= I- I- w 18 �C(J L J W 4 W m U) z v a� ®i Z�U assots 0�f HWa � L,-, M W 0 ��(h w< 0- rn rn�Ci D`0. < Z V H 0 O �, za=Jw W �I^ �® -� ww>>w0 g x LOU m m s c� a 0, (1)a.A AdIIIIII "IliIiiillm) 9 a +a♦os♦5pq 0`4 U z ItW of 0 wWRO R>"W 3:Z �WzaIII 9�� zg2xz zFwCwDZd.�w Z cp oX A Q@I � �zmzzz a�D wom.w+ a rn REVISIONS REV DATE COMMENT BY JRT 08/24/17 PERMIT COMMENTS JRT O09/06/17 SCALE: PERMIT COMMENTS JDA SDO 010 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIC C It's fast. It's free. It's the law. PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD LD.: SDO PROJECT: LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD � j] Bul' H L E R'-1 ENGINEEBIN(3 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIQ. No LC26000551 ,\`yV R '?, `p,f,�acne.,. ��"°aaa-,I �\CEnae w' , a 0 i O. 74 as '* e a a a p ea a a �r �+� a. S E OF ®aa 4(/ w I`��fi°aa LORIC?Ptla�a`�,`��I r ,f NA`l- ®I\e\`` SHEET TITLE: C),I,.\I'.I".'\I ONAl,I,I SHEET NUMBER: C-2 11/3/2017 SITE SENCHMARK FOUND NI"' (362--49-01) PUSLISHi EL=31.189 4 w N _.......................... ST ATE I I l'� �h . � # '1 til /i RIW 14' CONCRETE WALK CONCRETE WALK L 197.14'(M%P) R=2010 08'(M)(P) d 50.37'10"(M)(P) C= N86°17'42'E(M) CH 19707'(H%P) -..-......_..._...-..... .............. .,.-.,.-.".,..-_.-..__._._.. 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EXIST ASPHALT TO BE1E'E VED 5 i ,fin REMOVE & REPLACE rv.-._._... .__ ..............._.-- i (� CURB EXIST P) l ATCH BASIN g T P EL -,32, 36 9" PINE X 7" PlN 1 1 � X14" OAK g � 1 c1 1 j18" KOf LIMITS L 96970'(M)(P) R 590.00'(M)(P) A =35019'11 "(M)(p) CB-N17VJY2'E(M) CH=957.97'(M)(P) 161 TEMPORARY EROSION CONTROL I I 1 PROP TREE PROTECTION SEE SHEET C-8 FOR DETAIL BLOCK WALL I' )`BR) REMOVE & LUG r 38LF OF WA7FRLE � X16" K BACKFLOW-- PREVENTER g1' 1 l NITARY MANHOLE HT1 CRTC BASIN j g�. W INV 2/.ItB (15" RCP) TOP EL =J2 04 N INV =26.74 ( 8 "RCP) l ASPHALT PARKING „� S REMOVE & REPLACE 1 g�� EXIST CURB (TYP) / r W E IINNV V 226.67374 5 4 RCI' RCP)% j I EXIST ASPHALT �1 " I TO BE REMOVED / 12 a' ..S„_.I._ .._._....._.._ ..._.....:_ t..:..._.....__. -...,.....__..._....._.__._.,.__-__............__...." 1 c ..... ___ ........._._...-.�.. __.-............-...._.--__ to" LMGATGH BASIN 116 1(� x TOP EZ=,31.79 t 1 SW INV -2731 (15'RCP) y 18 AbW ig MYR "I� � ✓r ` � ,� � -CATCH BASIN 0 TOP EL=.31.72 ° S � %' " �� e I ,% OA� E lNV=26, 31 (24" RCP) �ry 18" S �Sg ✓ 0 K 10 1 r 0 17 / ♦ 4"o 018 MYR ,�/ 7" OAK 18" YR Q ...,,,., O I / 15" OAK 1 fi �0 15" 00r - LOT LOT 4 A BAS/ ACI INCOME" FUND, PD (PB 51, PG 1aa)-EXG''l.U.Slt'E WATER aEWER EASE' E"NT NE IN =2� X15 %�C OWNER; SANFORD TOWNE 11OMFA I (ORS 10aE PG 1 EASEMENT C / LLC ` » 13" OAK H:\2017\FLT170031\DRAWINGS\PLAN SETS\FLT1700310AO.DWG PRINTED BY: AZIONS 11.03.17 @ 9:13 AM LAST SAVED BY: JTAMARGO w EASEMENT (ORB 2184, PG 1361) FA NN m 20 10 5 0 20 I"= 20' LAYERS NON WOVEN LTER FABRIC TO BE =CURED OVER ENTIRE >SIN OPENING INLET PROTECTION DETAIL NOT TO SCALE POST OPT WOOD 2 1) WO( OAK 1 1/ STEEL 1.33 LB bo 0 0 z M - LEGEND TYPICAL NOTE TEXT NOTE ONSITE LEASE LINE / R.O.W. LINE COMMENT BY NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - - -�• EXIST. OVERHEAD WIRE JRT EXIST. STORM SEWER EXIST. SANITARY LINE JDA EXIST. WATER LINE DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT ENCROACH ON AREAS OUTSIDE THE EXIST. TREE 0XX" OAK EXIST. TREE TO BE REMOVED XXX" OAK EXIST. CURB INLET 4.Ui EXIST. POWER POLE EXIST. SANITARY MANHOLE AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY EXIST. SIGN cz..._ PROP.SILT FENCE SF SF PROP. INLET PROTECTION ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ASPHALT TO BE REMOVED 01 TO BE REMOVED (TBR) CV KAAV g z o. U� W C7 JOX r w 0 LL R �g¢oa �F+ •ewrs. 004 as o z¢ �UPQ z5 Z o o W Q, L z z>� z (� .ma �zo WH g�E��z W�rWW mcnzUL. ga� w� O�Ca a+♦+�♦ �"� W✓ F j o z Z th w a 6 U U Z Cr IQ Lu =omz�m >$ a�w oaE Joh yip" `o•a♦s♦ �� pm W z Q z� z W � om -0 u, FrQ OOOti W =Zcn mzzz a� REVISIONS REV DATE COMMENT BY Q08/24/17 1. BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR PERMIT COMMENTS JRT Q09/06/17 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PERMIT COMMENTS JDA 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT ENCROACH ON AREAS OUTSIDE THE CONTRACTOR SAFETY. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE APPROPRIATE GOVERNMENT AGENCY. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS TREE BARRICADES FOR TREES TO BE PRESERVED DURING CONSTRUCTION SHALL BE LOCATED AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY 10, USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE UNDISTURBED. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE DRIP LINE OF STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND ACTIVITY. IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL 3. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: PERMIT SET SILT FENCE DETAIL NOT TO SCALE PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 �7 �y SCALE: ��®TT�T®A� AVT ��PIUQ 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM CAD 1. D.: OAO AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL CITY, COUNTY, REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER STATE, AND FEDERAL LAWS AND APPLICABLE CODES. WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS BO" H L E R' COMPANY REQUIREMENTS, AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. E N Q I N E E R I N G G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN 3820 NORTHDALE BLVD., SUITE 3008 AFFECTED PARTIES. ACCORDANCE WITH STATE AND LOCAL REGULATIONS. H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TAMPA, FLORIDA 33624 TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME 16. THE CITY OF SANFORD CONTRACTS WITH WASTE PRO FOR SOLID WASTE COLLECTION Phone: (813) 812-4100 SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND SERVICES. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTE PRO. RECYCLED Fax: (813) 812-4101 FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE MATERIALS MAY BE REMOVED AT THE DEVELOPER'S DISCRETION. FLORIDA BUSINESS CERT. OF AUTH. No. 30780 REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN A A �L A A A I*L A A A A A ^ ^ I*L 1*6. ^ ^ LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 A(;GUKL)AN(;L WI I H FLL)LKAL, S1AI L, ANL)LUGAL KLUULAI IUNS. ALL NOTETOSIL'FENCEINSTALLER: ZL INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT OTHER REFERENCED OR IMPLIED HEREIN ARE THE SOLE RESPONSIBILITY OF THE FACILITIES, STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE 1. BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR TO FACILITATE "EFFECTIVE" PRESERVATION OF TREES (THOSE WITH DRIP LINES DEPICTED ON GOVERNMENTAL AUTHORITY, SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO AVOIDABLE. IF UNAVOIDABLE THEN EITHER INSTALL SILT FENCE AT GRADE (NO TRENCHING) OR SAFE MANNER, FOLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT ENCROACH ON AREAS OUTSIDE THE CONTRACTOR SAFETY. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE APPROPRIATE GOVERNMENT AGENCY. 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS TREE BARRICADES FOR TREES TO BE PRESERVED DURING CONSTRUCTION SHALL BE LOCATED AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY 10, USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL ENGINEERING FL, LLC IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE UNDISTURBED. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE DRIP LINE OF STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND ACTIVITY. IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL 3. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE 1-800-432-4770. DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS B. ENSURING COPIES OF ALL PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AT ANY TIME. AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS PRIOR TO SITE DISTURBANCE. WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN D. LOCATE/CAP ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC LOCAL, AND JURISDICTIONAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT SITE, BEING REMOVED DURING ALL DEMOLITION ACTIVITIES, F. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL CITY, COUNTY, REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER STATE, AND FEDERAL LAWS AND APPLICABLE CODES. WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS BO" H L E R' COMPANY REQUIREMENTS, AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. E N Q I N E E R I N G G. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE SO BY THE CONTRACTOR IN 3820 NORTHDALE BLVD., SUITE 3008 AFFECTED PARTIES. ACCORDANCE WITH STATE AND LOCAL REGULATIONS. H. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TAMPA, FLORIDA 33624 TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME 16. THE CITY OF SANFORD CONTRACTS WITH WASTE PRO FOR SOLID WASTE COLLECTION Phone: (813) 812-4100 SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND SERVICES. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTE PRO. RECYCLED Fax: (813) 812-4101 FEDERAL ENVIRONMENTAL REGULATIONS. ANY/ALL CONTAMINANTS SHALL BE MATERIALS MAY BE REMOVED AT THE DEVELOPER'S DISCRETION. FLORIDA BUSINESS CERT. OF AUTH. No. 30780 REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN A A �L A A A I*L A A A A A ^ ^ I*L 1*6. ^ ^ LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 A(;GUKL)AN(;L WI I H FLL)LKAL, S1AI L, ANL)LUGAL KLUULAI IUNS. ALL NOTETOSIL'FENCEINSTALLER: ZL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN ARE THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. TO FACILITATE "EFFECTIVE" PRESERVATION OF TREES (THOSE WITH DRIP LINES DEPICTED ON PLAN) SILT FENCE SHALL NOT BE TRENCHED IN WITHIN DRIP LINES OF TREES WHERE 4. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO AVOIDABLE. IF UNAVOIDABLE THEN EITHER INSTALL SILT FENCE AT GRADE (NO TRENCHING) OR PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY USE HAY BALES IN THESE LOCATIONS. OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO TREE BARRICADE NOTE: REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. TREE BARRICADES FOR TREES TO BE PRESERVED DURING CONSTRUCTION SHALL BE LOCATED 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH AT THE DRIP LINE, UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL REVIEW STAFF, MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DRIP LINE SHALL BE DEFINED AS THE FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE OUTER BRANCH EDGE OF THE TREE CANOPY. THE AREA WITHIN THE DRIP LINE SHALL REMAIN WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER UNDISTURBED. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE DRIP LINE OF PRESERVED TREES: MACHINERY AND VEHICLE TRAVEL OR PARKING; UNDERGROUND UTILITIES; 6. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE FILLING, GRADE CHANGES, COMPACTION OF SOIL, OR EXCAVATION; STORAGE OR SHEET TITLE: OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS CONSTRUCTION MATERIALS. THE TREE PROTECTION BARRICADES SHALL CONSIST OF CHAIN AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LINK FENCE (NEW AND USED) WITH A MINIMUM 5' HEIGHT, UNLESS OTHERWISE APPROVED BY®�� ��®��®l��may LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE PLANNING DEPARTMENT. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION �®� l�4��®� TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. DATUM: 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE �/�® ��� PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM DEMO V WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED BENCHMARK 3624901. DESCRIBED ASA P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DATUM OF 1988). SHEET NUMBER: 1's C-3 SITE BENCHMARK FOUND N/D (362-49-01) PUBLISHED EL=31.189 FOUND 5/8" IRC FOUND N/D (LB 4475) (SURVTECH L8 7340) SIDEWALK 0.4 iV i 1 FOUND N/D (SURVTECH LB 7340) SITE BENCHMARK UND N/D PROJECT LIMITS 1 I 4 YKVJMUI LIMITS )w tH B 7340) EL=32.57 - I t ,.. .......... �3 kkkSS4 ,.. F k� CATCH BASIN-----r� I TOP Cl 182 i ;gni INV 271 (i.5'RCP) I E INV ,77:33 (157?CP) S INV ,27.18 15 "RCP) PROJECT LIMITS g. 1. AV `, GAMlY BASIN! + I I a TOP �7, 1, 71 E INV=2X 63 °(15 `RCP) S INV=2741 (15'RCP) PROP ADA PAINTED STRIPING PROP PAINTED ADA PARKING SYMBOL PROP 46LF OF PROP IRRIGATION FLUSH CURB TRENCH (TYIPROP ADA PARKING SIGN SEE SHEET C-8 FOR DETAIL m I 1 I' CATCH BASIN I TOP f`L -x'1.77 sN INV 26.94 (!,'RCP) ! S INV=26 91 (18 PCP) c, 1 ya ;. 9 ;i _.. ...... ° CA TO BASIN TOP f1'. 31,R2 N /NV=•226.74 (8'PCP) E /NVw-2Fa 73 5 "fi'CP) W INV -2674 a 912\F 11 PROP 6' SIDEWALK - RAMP PROP 4" WHITE - PARKING STRIPING (TYP) PROP 55 LF OF- TYPE'D' CURB LIMIT OF CURB REPLACEMENT CURB REPLACEMENT - AT EACH IRRIGATION TRENCH) 4 f f -0 UNO N10 I (SURVTECH 0 340) r , S t f FOUND NID (AL AMAX LBS .. CATCH BASINS -0 TOP EL ,=31.72 O E /NV=26 31 (24 "RCP) t� 0 .�� ^k" �CY J LOT 4 ACI INCOME FUND, PD (PB 51, PG 100) OWNER. SANFORD TOWNE 110MFAF, LLC H:Q017\FLT170031\DRAWINGS\PLAN SETS\FLT170031SPO.DWG PRINTED BY: AZIONS 11.03.17 @ 9:13 AM LAST SAVED BY: JTAMARGO L 197.14'(M)(P) R2010.08'(M)(P) d 50.;7'10"(M)(P) CB=N860W"42'E(M) G71=19707'(M)(P) FOUND N/D (SURVTECH LB 7340) SIDEWALK 0.6 S w Mpq r i f __ -- y a , ryp O 1. T P EL=3236 W INV=27.118 (15WCP) NITARY MANHOLE k TOP EL=32.04° ATCH BASIN 3 TOP EL=31.79 SW INS 27, 31 (15'�c�j Air 6 IV' 1 0 ;, , �� F ,r V l /Cv a A� �e .�BAS ffi°TOP L�1-:;�,f,,'/ ' PROJECT" *' ; ✓ NE INV=26.95 (15 Ri✓f' LIMITS f� FOUND 1121 � O r' . (ALTAMAX LB,,27833) �•' R=30.00'(M)(P) A =820.211 "(M)(P) CB 1,41°32'39"W(M) j CH==39.71'(M)(P) FOUND 4'X4" CM (NO ID) S00°062.3'E803'(M) FOUND 4X4 „ CM (NO ID) L 363.70'(M)(P) R=590.00'(M)(P) d 35019'11 "(M)(P) CBN17033'12'E(M) CH=957.97'(M)(P) FA 11E 20 10 5 0 20 1.1= 20' SITE NOTES: 1. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 2. ALL RADII DIMENSIONS ARE 3' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. PARKING STALL DIMENSIONS SHALL BE AS SHOWN ON THIS SHEET. MARKINGSHALL BE PER FIGURE H-2 & H-3 ON SHEET C-8 4. A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT OF WAY, SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 5. CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE OR SCREENING, ETC 6. IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA P V F 7. ANY DAMAGED SIDEWALK OR CURB WITHIN THE CITY & FDOT R.O.W. SHALL BE REMOVED AND REPLACED. 8. ALL DISTURBED AREAS WITHIN THE CITY & FDOT R.O,W. WILL BE SODDED. 9. STANDARD INDICES REFER TO THE LATEST VERSION OF CITY & DOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" .SDA ACCESSIBILITY NOT ES: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE)" 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%, 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS), NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE RW OF A SITE THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FEMA MAP INFORMATION: ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NO. 12117CO065F, SEMINOLE COUNTY, FLORIDA, EFFECTIVE DATE OF SEPTEMBER 28, 2007, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE(S) "X" AND DOES NOT LIE WITHIN A FLOOD HAZARD AREA. DATUM: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901. DESCRIBED AS A P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DATUM OF 1988). LEGEND BEGIN CURB REPLACEMENT PROP 27LF OF 'D' CURB PROP WHEEL 107.8' STOP (TYP) 9 NOTE w..•• - • PROP 20LF OF FLUSH CURB 100 TOWNE CENTER BLVD PROP 6' SIDEWALKI"' SANFORD, FL 32771 RAMP ADJACENT PROPERTY JURISDICTION CITY OF SANFORD POP ADA PARKING PD - PLANNED DEVELOPMENT _. )..... SIGN (VAN EXIST. OVERHEAD ACCESSIBLE) 78,085 SF (1.79 AC) CAT".m BASIN- v 10P 3`1.76 PROP. PARKING W 1n1V "2,? 40 ,' RCf') 19,635 SF t 8 PROP. SIGN PROP 213LF OF- 6' CONC SIDEWALK a PROP 60LF OF INTEGRAL CURB COVERAGE PROPOSED GREEN SPACE 18,456 SF PROP 48LF OF--� 59,629 SF 11 PROP 6' SIDEWALK - RAMP PROP 4" WHITE - PARKING STRIPING (TYP) PROP 55 LF OF- TYPE'D' CURB LIMIT OF CURB REPLACEMENT CURB REPLACEMENT - AT EACH IRRIGATION TRENCH) 4 f f -0 UNO N10 I (SURVTECH 0 340) r , S t f FOUND NID (AL AMAX LBS .. CATCH BASINS -0 TOP EL ,=31.72 O E /NV=26 31 (24 "RCP) t� 0 .�� ^k" �CY J LOT 4 ACI INCOME FUND, PD (PB 51, PG 100) OWNER. SANFORD TOWNE 110MFAF, LLC H:Q017\FLT170031\DRAWINGS\PLAN SETS\FLT170031SPO.DWG PRINTED BY: AZIONS 11.03.17 @ 9:13 AM LAST SAVED BY: JTAMARGO L 197.14'(M)(P) R2010.08'(M)(P) d 50.;7'10"(M)(P) CB=N860W"42'E(M) G71=19707'(M)(P) FOUND N/D (SURVTECH LB 7340) SIDEWALK 0.6 S w Mpq r i f __ -- y a , ryp O 1. T P EL=3236 W INV=27.118 (15WCP) NITARY MANHOLE k TOP EL=32.04° ATCH BASIN 3 TOP EL=31.79 SW INS 27, 31 (15'�c�j Air 6 IV' 1 0 ;, , �� F ,r V l /Cv a A� �e .�BAS ffi°TOP L�1-:;�,f,,'/ ' PROJECT" *' ; ✓ NE INV=26.95 (15 Ri✓f' LIMITS f� FOUND 1121 � O r' . (ALTAMAX LB,,27833) �•' R=30.00'(M)(P) A =820.211 "(M)(P) CB 1,41°32'39"W(M) j CH==39.71'(M)(P) FOUND 4'X4" CM (NO ID) S00°062.3'E803'(M) FOUND 4X4 „ CM (NO ID) L 363.70'(M)(P) R=590.00'(M)(P) d 35019'11 "(M)(P) CBN17033'12'E(M) CH=957.97'(M)(P) FA 11E 20 10 5 0 20 1.1= 20' SITE NOTES: 1. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B/C INDICATES DIMENSION IS TO BACK OF CURB. 2. ALL RADII DIMENSIONS ARE 3' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. PARKING STALL DIMENSIONS SHALL BE AS SHOWN ON THIS SHEET. MARKINGSHALL BE PER FIGURE H-2 & H-3 ON SHEET C-8 4. A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT OF WAY, SPECIFIC STIPULATIONS OR CONDITIONS WILL BE IMPOSED AT THE TIME OF PERMIT APPLICATION. 5. CONSTRUCTION PLAN APPROVAL DOES NOT EXEMPT THE CONTRACTOR FROM OBTAINING THE REQUIRED BUILDING, ELECTRICAL, PLUMBING AND MECHANICAL PERMITS. THESE INCLUDE BUT ARE NOT LIMITED TO ANY STRUCTURE, SIGN, WALL, ENCLOSURE OR SCREENING, ETC 6. IN THE EVENT THE PROJECT IS TERMINATED PRIOR TO CONSTRUCTION COMPLETION, THE PROJECT SHALL BE BROUGHT TO GRADE, SEEDED AND ALL DEBRIS AND MATERIALS SHALL BE HAULED OFF-SITE AND DUMPED AT A STATE OF FLORIDA P V F 7. ANY DAMAGED SIDEWALK OR CURB WITHIN THE CITY & FDOT R.O.W. SHALL BE REMOVED AND REPLACED. 8. ALL DISTURBED AREAS WITHIN THE CITY & FDOT R.O,W. WILL BE SODDED. 9. STANDARD INDICES REFER TO THE LATEST VERSION OF CITY & DOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" .SDA ACCESSIBILITY NOT ES: 1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE AND CROSS SLOPE)" 2. AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%, 3. SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE REQUIREMENTS FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS), NO RAMP SHALL EXCEED AN 8% RUNNING SLOPE OR 2% CROSS SLOPE. 4. IN THE CASE THAT A NEW SIDEWALK WILL BE CONSTRUCTED IN THE RW OF A SITE THE RUNNING SLOPE OF THE SIDEWALK SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL ATTENTION DURING STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK. 5. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO MEET ADA REQUIREMENTS. 6. ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTORS COST. FEMA MAP INFORMATION: ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NO. 12117CO065F, SEMINOLE COUNTY, FLORIDA, EFFECTIVE DATE OF SEPTEMBER 28, 2007, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE(S) "X" AND DOES NOT LIE WITHIN A FLOOD HAZARD AREA. DATUM: ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901. DESCRIBED AS A P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DATUM OF 1988). LEGEND PARCELL ID/FOLIO NUMBER TYPICAL NOTE TEXT NOTE ONSITE PROPERTY SITE ADDRESS 100 TOWNE CENTER BLVD LINE/ R.O.W. LINE SANFORD, FL 32771 6/22/2017 ADJACENT PROPERTY JURISDICTION CITY OF SANFORD LINE PD - PLANNED DEVELOPMENT FUTURE LAND USE FEMA ZONE EXIST. OVERHEAD SITE AREA 78,085 SF (1.79 AC) WIRE 8,047 SF EXISTING VUA PROP. PARKING EXISTING GREEN SPACE 19,635 SF COUNT 58,450 SF PROP. SIGN PROP. BUILDING 7,163 SF PROPOSED VUA COVERAGE PROPOSED GREEN SPACE 18,456 SF PROP. BUILDING 59,629 SF A ENTRANCES EXISTING PARKING SPACES 144 SPACES PROP. CONCRETE � n 31 SPACES PROVIDED ADA SPACES (12'X20') 6 SPACES TOTAL SPACES PROVIDED 146 SPACES PROP. INTEGRAL PROVIDED FLOOR AREA RATIO 0.09 BLACK CONCRETE MAXIMUM BUILDING HEIGHT PROP.ASPHALT PROVIDED BUILDING HEIGHT 27,5' PROP. HEAVY DUTY DISTURBED AREA ASPHALT SITE DATA PARCELL ID/FOLIO NUMBER 29-19-30-504-0000-0010 COMMENT BY SITE ADDRESS 100 TOWNE CENTER BLVD PERMIT COMMENTS SANFORD, FL 32771 6/22/2017 09/06/17 JURISDICTION CITY OF SANFORD ZONING PD - PLANNED DEVELOPMENT FUTURE LAND USE FEMA ZONE HI (1-4 HIGH INTENSITY) X SITE AREA 78,085 SF (1.79 AC) EXISTING BUILDING AREA 8,047 SF EXISTING VUA 45,732 SF EXISTING GREEN SPACE 19,635 SF EXISTING IMPERVIOUS AREA 58,450 SF PROPOSED BUILDING AREA 7,163 SF PROPOSED VUA 48,628 SF PROPOSED GREEN SPACE 18,456 SF PROPOSED IMPERVIOUS AREA 59,629 SF EXISTING PARKING SPACES 144 SPACES EXISTING PARKING SPACES REMOVED 33 SPACES PROPOSED PARKING SPACES ADDED 31 SPACES PROVIDED ADA SPACES (12'X20') 6 SPACES TOTAL SPACES PROVIDED 146 SPACES PROVIDED FLOOR AREA RATIO 0.09 MAXIMUM BUILDING HEIGHT 50' PROVIDED BUILDING HEIGHT 27,5' DISTURBED AREA 0.56 AC W g U z o u 0, ww OM xz z = UO oar rno g o ZUOo o= �1 55 <>oo rrte�,� w z z> z F F+�1 O W W QI. = z wW m0 (1) o z Hwy � w oc7 �Ur�4 m o �w Wiz"I a ao v w o m m O � z¢=�wm U Z,-�a`)rz- y� r� wwR?u`5o �a dIL(I_icna caaW� ° o a�w �z z Z a Y Y z aWo°°= rt Q F :05z m z z z cc ««»««« REVISIONS REV DATE COMMENT BY Q08/24/17 CHECKED BY: PERMIT COMMENTS JRT 6/22/2017 09/06/17 PERMIT COMMENTS JDA SPO PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED CAD I. D.: SPO I,OCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD BOHLER" ENGINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 ���191�1}411p1tp�7� tiY q`w�`^Vb�O�a �\\/4lYU,�• a6aaQ GV✓��'r �_., 7 6 a O EOF o°a G(G rs �(� acoeooa �0 �7�11! 11111.11-��� 111312017 000 SHEET TITLE: SITE LAYOUT Jl- LAN SHEET NUMBER: C-4 SITE BENCHAMRY FOUND N19 - (J62 --49-01) AU6115HED STATE RO�D 46 CH=19707'(M%P) 200' RIPI T1 (5,YRVT0H L8 7,40) FOUND NID (69 4475 --------------------------- ) CA TCH 8ASIN TOP EL =31 76 I -CATCH 84518/ sm�=�<�� (o/nz� Wvv *v (15nCr) fTUN0 lr,'- 90 REV DATE PAVING AND GRADING NOTES: BY A08/24/17 ''~`"'=°' "" 7340) A. GENERAL MEG 33.05 MEG 33.03 09/06/17 STORM GRATE SIP INLET �pv STORM ||||| MANHOLE JE \\zi / ASPHALT FLOW ARROW \MEG \ z .�4� 33.14 i// \||�| ���/ I ~~~ / / y/" � ) / » "��������`"U'7,T40) 61=3257_/ NOTED OTHERWISE ONTHE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER |NWRITING OFANY SUCH PROP. SIDEWALK CONCRETE 8. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE TC 33.51 rit 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF || 51 0 ENGINEER 0FRECORD. |T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOOBTAIN ALL OTHER AGENCY APPROVALS |FREQUIRED. �=590 'd 1, BASE COURSE SHALL BE ABC -3 PER F.D.O.T. SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. �1b 2:44 1 TC 33.65 �- qj CATCH BASIN— -V_---� ,'-~ K ' ^ « ` 332 +r �.88 REV DATE PAVING AND GRADING NOTES: BY A08/24/17 f A. GENERAL MEG 33.05 MEG 33.03 ELEVATIONS 09/06/17 STORM GRATE SIP INLET �pv STORM x� MANHOLE RETAINING WALL ELEVATION. \\zi PROP, HEAVY DUTY / ASPHALT FLOW ARROW \MEG \ z .�4� 33.14 i// \||�| ���/ I ~~~ / / y/" � ) / » NOTED OTHERWISE ONTHE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER |NWRITING OFANY SUCH PROP. SIDEWALK CONCRETE 8. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE / rit 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF 18 -11t 51 0 ENGINEER 0FRECORD. |T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOOBTAIN ALL OTHER AGENCY APPROVALS |FREQUIRED. �=590 B. MATERIALS: 'd 1, BASE COURSE SHALL BE ABC -3 PER F.D.O.T. SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. LBR'100.(MAX. 6" LIFTS) ` CH=15/9y(m%P) 2. ASPHALT SURFACES SHALL BETYPE S-1UASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ONTHE PLANS, li Ir AND SHALL BEA MINIMUM 0F14/2^THICK, AND CONSTRUCTED |NTWO 3/4'LIFTS, WITH TACKCO/g[BETWEEN LIFTS. / 3� REINFORCED CONCRETE SLABS SHALL BECONSTRUCTED OFCLASS | CONCRETE w8TH4MINIMUM STRENGTH OF ' 3.00OPSI AND SHALL BEREINFORCED WITH A6'x8''NO, OGAUGE WIRE MESH. C. INSTALLATION: 1 GUBGRADEFOR ROADWAY SHALL BE COMPACTED TOAMINIMUM OFS8%OFTHE MAXIMUM DENSITY (AAOHTO T'18O).TOAMIN. 12''AND SHALL HAVE AMINIMUM LER 4O. �.88 REV DATE PAVING AND GRADING NOTES: BY A08/24/17 f A. GENERAL MEG 33.05 MEG 33.03 ELEVATIONS 09/06/17 STORM GRATE SIP INLET �pv STORM x� MANHOLE RETAINING WALL ELEVATION. \\zi PROP, HEAVY DUTY / ASPHALT FLOW ARROW \MEG \ z .�4� 33.14 i// \||�| ���/ ~~~ / / y/" � ) / » CA TCH BASIN N IIVV=26.74 (18 RCP) it TOP 5L=J204 ~ ------------ (5URV7TCH 18 7 10, 0 BASIN 4y TOP fZ=J1,79 AIM -MYR FOUND IVID (AITAMAX 18 IN lid 10P ti=J1.72 \ MYR- 170 (OAAK 18' YR � 5� OAK `�- -~-- - x \ IN � - v ~ LOT 4 ACI INCOME FUND, PD '~ ~'' PG 100) '5 1 OWNER.- SANFORD 7DMNE //D&FAF, /LC -^�`^�~ /13' OAK � FOUND 11271 p^^MO / 4XI *Q017\F1_T17003IkDRAW1NGS\P1_AN SETS\FLT170031GPO,DWG PRINTED BY. AZIONS,,.03.1/@ 9:14 AMLAST SAVED BY: JTAMARGO 110 y /y 0 ���� 20 10 5 0 20 111=20' GRADING LEGEND REV DATE PAVING AND GRADING NOTES: BY A08/24/17 f A. GENERAL MEG 33.05 MEG 33.03 ELEVATIONS 09/06/17 STORM GRATE SIP INLET �pv STORM x� MANHOLE RETAINING WALL ELEVATION. loll PROP, HEAVY DUTY / ASPHALT FLOW ARROW | PROP. BLACK CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ONTHE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER |NWRITING OFANY SUCH PROP. SIDEWALK CONCRETE REVISIONS REV DATE PAVING AND GRADING NOTES: BY A08/24/17 f A. GENERAL MEG 33.05 MEG 33.03 1. ALL ELEVATIONS SHOWN ARE |NREFERENCE TOTHE SURVEYOR'S BENCHMARK$AND MUST BEVERIFIED BYTHE 09/06/17 GENERAL CONTRACTOR PRIOR TO GRDUNDBREAK. / 2 ALL GRADES SHOVVNREFERENCE PROPOSED ELE\V\T|ONGAJEDGE OFPAVEMENT, UNLESS OTHERVwSENOTED. ^TC"=TOP 0FCURB ELEVATION; ^BC^=BOTTOM OFCURB ELEVATION (EDGE OFPAVEMENT);''MEG''= x� PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION. / 3. THE ALTfVACSMLAND TITLE SURVEY SHALL BECONSIDERED APART OFTHESE PLANS, | 4. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE APART VFTHE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ONTHE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER |NWRITING OFANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. o ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF LIMEROCK BASE. 8. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE / CONTRACTOR'S EXPENSE. 7. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL 8ESAW CUT TOENSURE APROPER JOINT. 8 PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER 0FRECORD. |T|STHE RESPONSIBILITY OFTHE CONTRACTOR TOOBTAIN ALL OTHER AGENCY APPROVALS |FREQUIRED. �=590 B. MATERIALS: 'd 1, BASE COURSE SHALL BE ABC -3 PER F.D.O.T. SPECIFICATIONS. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. LBR'100.(MAX. 6" LIFTS) ` CH=15/9y(m%P) 2. ASPHALT SURFACES SHALL BETYPE S-1UASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ONTHE PLANS, li Ir AND SHALL BEA MINIMUM 0F14/2^THICK, AND CONSTRUCTED |NTWO 3/4'LIFTS, WITH TACKCO/g[BETWEEN LIFTS. / 3� REINFORCED CONCRETE SLABS SHALL BECONSTRUCTED OFCLASS | CONCRETE w8TH4MINIMUM STRENGTH OF ' 3.00OPSI AND SHALL BEREINFORCED WITH A6'x8''NO, OGAUGE WIRE MESH. C. INSTALLATION: 1 GUBGRADEFOR ROADWAY SHALL BE COMPACTED TOAMINIMUM OFS8%OFTHE MAXIMUM DENSITY (AAOHTO T'18O).TOAMIN. 12''AND SHALL HAVE AMINIMUM LER 4O. 2. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE AMINIMUM MARSHALL STABILITY OF1VVO.UNLESS OTHERWISE INDICATED (OR L8R-100), 8. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM TO THE REQUIREMENTS OF THE D.O.T. STANDARD SPECIFICATIONS FOR TYPE G -|||ASPHALTIC CONCRETE ORTHE LATEST REVISION. D. TESTING 1 THE FINISHED SURFACE OFTHE BASE COURSE AND THAT OFTHE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BETAKEN BYANINDEPENDENT TESTING LABORATORY CERTIFIED BYTHE STATE OF FLORIDA, WHERE DIRECTED BYTHE ENGINEER. . 3. ALL TESTING COSTS (PAV|NG)SHALL BEPAID FOR BYTHE CONTRACTOR. 4. DENSITY TESTS omTHE STABILIZED GuaGnADESHALL osSUPPLIED TOTHE ENGINEER OFRECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE |8CONSTRUCTED. 5� DENSITY TESTS AND 'AS-gU|LTS^OmTHE FINISHED BASE SHALL BESUPPLIED TOTHE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEMENT |GCONSTRUCTED. � ������T��~ �����������������������^ 1 CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR T000NSTRUCTION. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEWAND APPROVAL PRIOR TO CASTING STRUCTURES. 8. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4. STANDARD INDEXES REFER TOTHE LATEST EDITION OFF.D.O.T."ROADWAY AND TRAFFIC DESIGN STANDARDG" 5. ALL DISTURBED AREAS WITHIN R|GHT-OF-WAYWILL NEED TOBESODDED. �� ���k��������������'������. FEMA ������ INFORMATION: ACCORDING TnFEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (F|RM)MAP NO. 12117Co065r SEMINOLE COUNTY, FLORIDA, EFFECTIVE DATE OF SEPTEMBER 28,2007, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE(S) "X" AND DOES NOT LIE WITHIN A FLOOD HAZARD AREA. DATUM NOTE. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624801 DESCRIBED A8AP.K.NAIL WITH 8EM|NOLE COUNTY DISK |NCONCRETE, HAVING ANELEVATION OF31.109(NORTH AMERICAN VERTICAL DATUM OF1888). ��\� ���T� ��������C%. T���37 CALCULATIONS: ������ �����������^ ���������^ � 59.629 TOTAL IMPERVIOUS SF/ 2.126 SF=2gERU'O ] REVISIONS REV DATE COMMENT BY A08/24/17 JRT PERMIT COMMENTS JRT DATE: 09/06/17 PERMIT COMMENTS JDA LOCATION OF SITE 100TOWNE CENTER BLVD SANR]RD.FL 32771 CITY OFSANF[1RO B(I'D H L E. K' ENGINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PAVING & SHEET NUMBER: PERMIT SET PROJECT No.: FLT170031" DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED LOCATION OF SITE 100TOWNE CENTER BLVD SANR]RD.FL 32771 CITY OFSANF[1RO B(I'D H L E. K' ENGINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: PAVING & SHEET NUMBER: 0.1 L197.11rH)(P) R2010089(M)(P) ! d=5037'1&rm)(P) STATE ROAD 46 CB N8601N2'E(M) 200' r /�Y „ DTH CH=19707'(H)(P) , w d Im PROJECT LIMI CATCH BASIN TOP LZ=31.89 W INV 2797 (15'?CP) 77 r.y r: `• 2" WATER SERVICE :,. ' PRL1/NTER INV. EL. 27.71 , INV. EL. 27.68 I'—INV. EL. 27.67 " INV. EL. 27,66 11 " 4 3' Cc I s i3 y� W. EL. 27.53 INV. EL. 27.71 r` s 0 ,I PROP 110LF OF 8", a u ! PVC ROOF DRAIN " { ( d=;5019'11"(H)(P) CLEANOUT SEE 1 CB-N170;.1Y2'E(�I) EXIST STORM SHEET C-7 FOR SEWER PERMIT COMMENTS DETAIL rp CONNECT TO GAS LINE / CONTRACTOR TO COORDINATE G WITH FLORIDA PUBLIC UTILITIES 4 DOWNSPOUT { { CONNECTION { { 6" FIRE SERVICE SEE SHEET C-7 {, I FOR DETAIL 1 _E—E (TYP) 1 { of 1 1 CIO -PROP WATER CONNECTION (BY OTHERS) 1 1 L=¢3.39rM)(P) a d =82 52�J1(M)(P) C =N11°3299"W(H) CLI=.39,71rM)(P) S00°0623E8OJr12) PROP FIRE F —L 363,70'(H)(P) CONNECTION (BY 01MERS) �( )( ) ` R=590 00 m P " { ( d=;5019'11"(H)(P) WATER LINE CB-N170;.1Y2'E(�I) EXIST STORM CH=3S797P(N)(P) SEWER PERMIT COMMENTS EXIST SANITARY rp CONNECT TO GAS LINE / CONTRACTOR TO COORDINATE G WITH FLORIDA PUBLIC UTILITIES GAS METER & SERVICE LINE TO MANHOLE MAIN BY FLORIDA PUBLIC UTILITIES t t PROP 45 LF OF WATER LINE 6" FIRE SERVICE 18- _S_S I PROP 45 LF OF NITARY MANHOLE t W INV 2716 (1 f CP) TOP EL =J2,04 r' CATCH 8451N 1 1 ( I PROP 22LF OF 6" TOP EL>::31,82 _ SANITARY LINE @ 1% �C N INV 26.74 (18 -RCP) ", PROP RELOCATED TRANSFORMER N E INV 2673 (15'POP) , CONNECT TO UNDERGROUND W INV 26 i4 (24 RCP) " ` ' CORE DRILL NEW POWER, CONTRACTOR TO 6" SANITARY LINE COORDINATE WITH FLORIDA @ INV. EL. ±27.18 I?(�WER. �; %�� 5 % CATCH BASIN 1Q L�f v; x'z !I TOP El=,J1.79 - ' SW INV 27,31 (15 -ROP) 16'ALAf "MYR f y %TC—H BASIN TOP EL -31.72 �,.,�„� ��a E INV -26 31 (24 WCP) ,� /! 12 /� 18' 6 ^w 17 �O It 10' , ✓' �� i 16 MYA' r r �y„ I 17” OAK { 16' �ir'e 6 a, 4, /r r M f LOT 4 1,`tATCH HAS ACI INCOME FUND, PD 70P Et.=31.6 1,5 RC Y NE ,Nle 2h; 95 PB 51, PG 100) � r � s OWNER: SANFORD C Waw �� rv,`fg`x TOWNE 11OMFAF, LL I 21 d l � a r ✓ H:\2017TLT170031\DRAWINGS\P1_AN SETS\FLT170031UPO.DWG PRINTED BY: AZIONS 11.03.17 @ 914 AM LAST SAVED BY. JTAMARGO PROP ELECTRICAL I LINE t / PROP 103LF OF f� 6" SANITARY LINE @1% CONNECT TO EXISTING WATER LINE PROP 1"RECLAIMED €� WATER STUB / PROP 1"TAP TO EXIST. k I° RECLAIMED WATER MAIN l -/CONNECT TO EXISTING FLORIDA POWER LINE. CONTRACTOR " TO COORDINATE INSTALLATION WITH FLORIDA POWER. TRANSFORMER &PRIMARY LINE BY FLORIDA POWER, 'f PROJECT LIMITS 1z m 20 10 5 0 20 1"= 20' GENERAL L �iO'][°]E: 1. ALL ONSITE WATER & SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVATELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES, 2. ALL UTILITY CONSTRUCTION SHALL BE DONE SO AS TO MINIMIZE CUTTING OF ROOT ZONE OF EXISTING TREES. 3. WATER AND SANITARY SEWER LINE SHALL CONFORM TO THE CITY OF SANFORD UTILITY MANUAL 4. CONTRACTOR TO VERIFY GOOD WORKING CONDITION OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. SANITARY SEWER NOTES: ES: A. GENERAL: 1. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. B. MATERIALS: 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. 2. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL, 3. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H2O LOADING. C. INSTALLATION: 1. PIPE AND FITTINGS: a. SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, AND THE UNI -BELL PLASTICS PIPE ASSOCIATION'S'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE". b. BEDDING AND INITIAL BACKFILL (12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a. CLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b. ALL OPENINGS AND JOINTS SHALL BE SEALED WATER -TIGHT. 3. SERVICE: a. MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER -TIGHT WITH AN APPROVED PLUG. c. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. SANITARY SEWER GRAVITY NOTES: A. IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. B. WASTEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL. IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMIT DETAILS OF THE SYSTEM FOR REVIEW AND APPROVAL TO THE CITY OF SANFORD PUBLIC WORKSDEPARTMENTPRIOR TO STARTING CONSTRUCTION. DAT ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901, DESCRIBED AS A P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DATUM OF 1988). GREASE INTERCEPTOR DETAIL CITY OF SANFORD ®IL & GREASE PROGRAM MANUAL UTILITY LEGEND REV TYPICAL NOTE TEXT PROPOSED NOTE EXIST UNDERGROUND a111MVq 211 WATER LINE E5'CA:HLTx#A41EIN'a,'' all"51�eapa EXIST STORM Q09/06/17 SEWER PERMIT COMMENTS EXIST SANITARY CAD I. D.: SEWER MAIN M,J1NHpLk CAVPF EXIST SANITARY LN$kl kS. I MANHOLE pFr-rktweu,UvaatY,na�0iadlmrgra 'sin�ieB�lG.ga>t° PROP UNDERGROUND _W_W_ WATER LINE mmin+um Y •• 43"-minimam a N4Bk�ER gpal'r 7WI'k IaMIm4m 112"' I PROP SANITARY _S_S SEWER MAIN PROP ELECTRICAL _E—E LINE PROP GAS LINE _G—G PROP FIRE LINE _F—F City of Sanford Utility Departnnont' sampling Box (0iMWIN01$JV 7rQ8CALE) ±stall kenWherd n nnelsvth dre f1/4"per fo tfrcmthrainlettunutletperp1urrbYn stand rrl 6erl�e�shuulrf be Ir�t�Nsd Persarnple r°r�nh+�I�d�t6l (a+tCme±ied) Ugq,.a 6 PYQ type SOR35 to forrnttfe channel.,,Piping must,be tx ,oc;d'1own while rhvinro! lsforrninL , L.oay,_ the "±tom pr 4ion of t ,� pipe in therhannelafter fptmin4t prew�,mterastvnbwtremove rest,0f,pl0e, the firrei thannalrnust be 8327' orgra(ater in dl,pmetti,l rhaIntekhalwmustEaefll�dn�ithyc�uht^ue;�nt�nd r�-c rr dr� f�pn.tate e 5-7, dr7p., Enawe the irrlet tjaa de" net extend, any furter #han 1 "O.prr e �r N vhf the esrng�t box so, Wd�es'��Pr" e ir1"aert! O bey th. if a ne a Irsstall, tf g inside m'u'st be Installation t 4wta tR hprd Stalx aat4gi=F - It31 with querklorla. `� ,'� .A I I" I , I '- 1C; �� \ I�> I ". I .'\ I I . (� I" (Il fit .'\ � • I I � (� I • :-� .'\ \ 1 � � I!' I� C) o wW aQ LL� z �dg 0g UO tJ¢IQ--°o �� ♦eas♦ _ -"� z 1z, ��y] w z Z, l.lFH g 2 J xxzz 400wJ Q Waw m.Zc��d� 6 C7U tos4oe IW co F 3 < g � Q uz, w � ZB L J 52 U rQn F• n A � wwx=u)O F ai x m U �_> CxpW 0aa�(w$ U W � d7 e UW p 0L -U, Q W z Q z z Iw- z�ooW �uj res Arn �rn zzcozzzz'z a� REVISIONS REV DATE P3LAr4, BY a111MVq 211 JRT E5'CA:HLTx#A41EIN'a,'' all"51�eapa JRT Q09/06/17 6/22/2017 PERMIT COMMENTS JDA CAD I. D.: UPO M,J1NHpLk CAVPF LN$kl kS. I pFr-rktweu,UvaatY,na�0iadlmrgra 'sin�ieB�lG.ga>t° '1't1E' Ip1F]M1TH•O;E'PtiE:HX'4't+EA'. SL�FC�'T£".& mmin+um Y •• 43"-minimam a N4Bk�ER gpal'r 7WI'k IaMIm4m 112"' I ±stall kenWherd n nnelsvth dre f1/4"per fo tfrcmthrainlettunutletperp1urrbYn stand rrl 6erl�e�shuulrf be Ir�t�Nsd Persarnple r°r�nh+�I�d�t6l (a+tCme±ied) Ugq,.a 6 PYQ type SOR35 to forrnttfe channel.,,Piping must,be tx ,oc;d'1own while rhvinro! lsforrninL , L.oay,_ the "±tom pr 4ion of t ,� pipe in therhannelafter fptmin4t prew�,mterastvnbwtremove rest,0f,pl0e, the firrei thannalrnust be 8327' orgra(ater in dl,pmetti,l rhaIntekhalwmustEaefll�dn�ithyc�uht^ue;�nt�nd r�-c rr dr� f�pn.tate e 5-7, dr7p., Enawe the irrlet tjaa de" net extend, any furter #han 1 "O.prr e �r N vhf the esrng�t box so, Wd�es'��Pr" e ir1"aert! O bey th. if a ne a Irsstall, tf g inside m'u'st be Installation t 4wta tR hprd Stalx aat4gi=F - It31 with querklorla. `� ,'� .A I I" I , I '- 1C; �� \ I�> I ". I .'\ I I . (� I" (Il fit .'\ � • I I � (� I • :-� .'\ \ 1 � � I!' I� C) o wW aQ LL� z �dg 0g UO tJ¢IQ--°o �� ♦eas♦ _ -"� z 1z, ��y] w z Z, l.lFH g 2 J xxzz 400wJ Q Waw m.Zc��d� 6 C7U tos4oe IW co F 3 < g � Q uz, w � ZB L J 52 U rQn F• n A � wwx=u)O F ai x m U �_> CxpW 0aa�(w$ U W � d7 e UW p 0L -U, Q W z Q z z Iw- z�ooW �uj res Arn �rn zzcozzzz'z a� REVISIONS REV DATE COMMENT BY Q08/24/17 JRT PERMIT COMMENTS JRT Q09/06/17 6/22/2017 PERMIT COMMENTS JDA CAD I. D.: UPO KNOW WHAT'S BELOW LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD BOHLrR E N G I N E E R I N G 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC2600055t SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-6 PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED CAD I. D.: UPO LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD BOHLrR E N G I N E E R I N G 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC2600055t SHEET TITLE: UTILITY PLAN SHEET NUMBER: C-6 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 10 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE � - 2" -MIN. CONIC. WHEN FLEXIBLE PAVEMENT = N IS CUT. SEE NOTE 2 NGLE MAY VARY ��!{{ SEE NOTE 4� " PIPE O.D. " N 6" (TYP) SELECT COMMON FILLEDDING ROCK �.I I - - 1s = W I,1 BfWR PIPE BEDDING c .... (SEE NOTE 8 UNDISTURBED NOTES: N. EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION, 8. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN ' POTABLE WATER MAIN / 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. No saW > WMW NO salve NwWMW WM nwa / PWAMe WARN WIN MAKE WARM WAN FWARL WAM YAs 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE 0000 WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 000000❑ NMI MU"A meMed NMI save rwwd NMI savA XWWd FOAM WATIR WIN ParAMs WAM ees ForAMa WAM WIN f' FWI= ;r= WR ►WASIS WAIFR NAM FOTAesL WAIMI PAPER BACKED ADHESIVE TAPE (TYPICAL) - 0000000000000 WW1 MAX.. wAlels NAM � 1" FerARe wawa NAM �r X12"�I B INCHES OWE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING �O° SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT 000 ALONG THE PIPE. 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. POTABLE WATER MAIN 0000000000000 WITH IDENTIFICATION TAPE 0000000000000 NTS 0000000000000 PIPE IDENTIFICATION RECLAIMED WATER POTABLE WATER) 0000 CITY OF SANFORD 1999 TFIG. 110 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) THREADED NIPPLE (TYP.) SLOPE FROM MAIN � M FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY i--- DIELECTRIC UNION (2 REQUIRED) - 90' BEND (2 REQUIRED) SLOPE TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO(2)INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 500B) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A H:\2017\FLT170031\DRAWINGS\PLAN SETS\F1_T1700310D0.DWG PRINTED BY: AZIONS 11.03.17 @ 9',14 AM LAST SAVED BY: JTAMARGO SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONIC. WHEN FLEXIBLE PAVEMENT IS CUT N SEE NOTE 2 ANGLE MAY VARY V W � SEE NOTE 4� F " PIPE O,D, " 6" (TYP) SELECT = it COMMON FILL UNDISTURBED IL EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8,4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. S. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 GROUND LEVEL 18" I VINYL CONTINUOUS MAX' 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE :D GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLORWURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. 10 GAUGE SOILD COPPER WIRE W/800V INSULATOR, CONTINUOUS COLOR SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. USE PRE -FILLED DRI -SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING, (SPEARS DE -400 or APPROVED EQUAL). THE WIRE SHALL BE LOOPED AND TIED TO ALL VALVE BOXES, (SEE FIG. 400). UTILITY PIPE WARNING TAPE (SEWER, POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 2014-9 FIG. 111 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FLANGED 90' BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 W10 x W10 WIRE MESH N M SLOPE I-"-24" _ SLOPE 1/2" PREFORMED JOINT MATERIAL BETWEEN 36" MIN. COV ER„�3rjR� N PIPE AND CONCRETE SLAB (TYP) FROM "N - 80' BEND (2 REQ.) SERVICE /-THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) l 1 BALL VALVE 1'0" MIN (2 REQUIRED) _ f 5'0" MIN CONCRETE SLAB -- I J � ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD X64 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE Of VALVE .. " .°� ' TYPE OF VALVE w + �, 2-1/2" L-�4. 4 SERVICE " .♦ ,'4.• i • DIRECTION & N0.7 n ! a TURNS TO OPEN p r• ° a m ..'d '. • WATER " ' • 4 • APPLICABLE VALVE BOX AND COVER ° ' '' •'+ (SEE FIG. 115) " 2„ AN 3000 P.S.I. MIN, (TO BE APPROVED CONIC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD 24' (FLUSH WITH " FINISHED GRADE) #4 REBARS ""°: n ALL AROUND 4 •'4 WATER �• ,• 24' APPLICABLE VALVE BOX AND COVER ° (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 a00a0000000aO 0000 0000000000000 000000❑ 0000000000000 '.. 0000000❑ 0000000000000 00000000 r100 0000000000000 000000000 013 a RECLAIMED O o a 01313000WATER �O° SEWER ❑00000 13 000 0000000000000000 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 000000000 0000000000000 0000000000 0000000000000 00000000 0000000000000 000000 RECLAIMED WATER SEWER 0000 WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 00000000. Mm Emu Rm KNOW sm seen 0000000000 sews• ua macs LOW sews( L46 00000000000 000000000000 xwm um sewn use sewn use 000 000 PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)12- - WATER 000000 0a❑ 000 �� MAX. iewes usT 1" seWu twc/ �� 000000000000 FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. _1 000131311131]00 FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. 00000000 TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. 000000 ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES POTABLE WATER WITH IDENTIFICATION TAPE NOTE: NTS APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER 1999 TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 PVC PIPE COLORS COVER GRAVITY SEWER: SOLID LIGHT GREEN 6" BLACK STEEL MIN. FORCE MAIN: SOLID LIGHT GREEN CONCRETETO TYPICAL PIPE CONC. FILLED, PRIMED 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. (SEE FIGURE 107) SCALE: AND PAINTED OSHA SEWER UNE SEWER LINE VALVE BOX SEE NOTE 2 �• YELLOW (2 COATS) 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ■• ON N1 IaM'I• Rm am un lam 311711 1 1 D• ROCK NOT M ON VALVE R PIPE •: r/ aaWSI use Sawa use mAill use .� 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. • ,•• Mm Emu Rm KNOW sm seen :.a .. 24" DIA. MIN. sews• ua macs LOW sews( L46 V 3000 PSI CONC. xwm um sewn use sewn use % PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)12- - + �� MAX. iewes usT 1" seWu twc/ �� 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. _1 FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 DISINFECTION Before being placed in service, all new water mains shall be chlorinated In accordance with the specifications below and the procedures outline In AWWA C-651 "Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: HHyydrostatic testing shall be performed of 150 pounds per square inch pressure, unless otherwlee approved by the City, fora period of not less than two 2) hours. Testing shall be In accordance with the applicable provisions as set forth In Section 13, AWWA Standard C600 for ductible Iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall include the continued application of the specified pressure to the test system, for the two hour pperiod, by way of a pump taking supply from a container suitable for meas ring wat r loss. TFIa mo t of loss shall be determined t o Suring the volume displaced From sal r� container. S�loul'� the test fall, necessary repairs she Ilwb0 accomplished by the contractor and the test repeated until within the est bllshed limits. The controofor shall furnish the necessary labor, wer pumps, gauges and all other Hems required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999FIG. 116 JJJJ.JJJ JJJ_A-.1JJJ JJJ.' JJJJ JJJ 'JJJ JJJ_ JJJJ JJJJJJJ.J JJJJJJ JJJJ SET •' OF BOX COVER FINISHED GRADE 6" BLACK STEEL MIN. BY CONCRETETO CHECKED BY: CONC. FILLED, PRIMED FINISHED GRADE (SEE FIGURE 107) SCALE: AND PAINTED OSHA JDA VALVE BOX SEE NOTE 2 �• YELLOW (2 COATS) 0 I ■• ON RESILIENT SEAT 1 1 D• ROCK NOT M ON VALVE R PIPE •: FINISHED GRADE I I -III- •- I( ;, S I I -I I MAIN OPERATING NUT • ,•• :.a .. 24" DIA. MIN. ; 3000 PSI CONC. ° + P. • NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999FIG. 116 JJJJ.JJJ JJJ_A-.1JJJ JJJ.' JJJJ JJJ 'JJJ JJJ_ JJJJ JJJJJJJ.J JJJJJJ JJJJ SET •' OF BOX COVER FINISHED GRADE COMMENT BY CONCRETETO CHECKED BY: IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) SCALE: ADJUSTABLE CAST • JDA VALVE BOX SEE NOTE 2 �• ■• ON RESILIENT SEAT 1 1 D• ROCK NOT M. J. GATE VALVE ON VALVE R PIPE •: • WATERCENTERED ON • • MAIN OPERATING NUT 1. 10 GAUGE SOILD2. - USE PRE FILLED COPPER WIRE W/ DRI -SPLICE WIRE \-6" BEDDING ROCK 600V INSULATION CONNECTORS W/CRIMP CONTINUOUS COLOR. SLEEVE FOR ALL WIRE SPLICING. (SPEARS DS -400 or APPROVED EQUAL) NOTES: 1. IF VALVE BOX RISER IS REQUIRED, USE PVC C900 PIPE EXTENSION AND NOTCH RISER FOR TRACER WIRE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1 2014-9 FIG. 400 V co 1 24 I 02-3/8"x0.154" n% I O77 CV FRONT VIEW SIDE VIEW TOP VIEW NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THIS DETAIL IS FOR INFORMATIONAL PURPOSES ONLY. ALL INFORMATION CONTAINED IN THIS DETAIL WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 3. CONTRACTORS NOTE FOR PRODUCT AND COMPANY INFORMATION VISIT WWW,CADDETAILS.COM/INFO REFERENCE NUMBER 4793-001 OR APPROVED EQUAL. STA 18" SQUARE CONCRETE ENCASEMENT (3000 P.S.I CONCRETE) 3,000 P.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE 4" SEWER CLEANOUT CAP SAND CUSHION •._ :m Oi __ I "`:.__==__=" '. 1 I 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TIDAIRFIC ]RATED CLEANOUT DIETAUL NOT TO SCALE NOT TO SCALE NEW PAVEMENT EX, PAVEMENT 12" 12" OF EX. ASPHALT TO BE REMOVED SAWCUT CLEAN EDGE, STRIP BACK EX. ASPHALT & ROCK BASE AS SHOWN & MATCH EXISTING PAVEMENT, EX. ASPHALT TO REMAIN EX. BASE TO REMAIN '-�- rig/✓ EX. SUBGRADE TO REMAIN EXISTING BASE TO REMAIN SAWCUT DETAIL NOT TO SCALE FACE 6 WILDING CI' mil"6(1 qlf, ' TEF 1`;k ,A10'E ,F1, SHC 137 E TL} 9,40H FINISHM, Qr4,DE JI e3 010NNECT TO STrIRM 3E*, EEE.(:Is"A Wri AND 10119;E I PLAN r00 I�,�rTl MAL AND coNTI ,uATlm FiTI��#k fP T2s 115" WIDE S' t5p ELT ftz, / �?+4 CSF F,,4fIW'. ` i't T0 %ALE U z o W(D ox COY , w� or _j0IL� F4cn �za?g �zgao¢ U O ¢ I- :n o < a a a a a W� z >- Z 55 > v W �zz>zn gTz Q = X z _1 3 W W m U) z c) C7WU rtaaaas U) LLJ W 0 Fes'✓ Z y y jl j W� $ XJDc¢¢r- Q 0 M W 0 u �P4 o♦aaa+ C~B�r.�'jW a0 }}O -w v� Q z z W z W g Y Y z FW-•zz00W ¢WO}} H F r� z 00? z z z a cra REVISIONS REV DATE COMMENT BY a08/24/17 CHECKED BY: PERMIT COMMENTS JRT Q09/06/17 SCALE: PERMIT COMMENTS JDA ODO PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD I. D.: ODO I,OiCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD TM "r B L E R E N G IN E E RI N G 3820 NORTHDALE'BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 8124101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SHEET TITLE: CONSTIRUCTI®N DETAILS SHEET NUMBER: C-7 `PJA SEE CITY OF SANFORD HANDICAP SIGN/PARKING & PASSENGER LOADING ZONE DETAIL THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BOLLARD MOUNTED ADA PARKING SIGN DETAIL NOT TO SCALE AREA OF SITE CONSTRUCTION -TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF DISTURBANCE. 4' HIGH WOOD & WIRE FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI -FENCE" OR APPROVED EQUAL CAN BE N USED. PLA WOOD & WIRE FENCE USED AS TREE GUARD TO PREVENT DAMAGEFROM CONSTRUCTION EQUIPMENT. TREE DRIP LINE/TREE PROTECTION ZONE AREA WITHIN TREE PROTECTION ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION, 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). TREE PROTECTION FENCE NOT TO SCALE H:1E017\FLT170031\DRAWINGS\PLAN SETS\FLT170031OD0.DWG PRINTED BY: AZIONS 11.03 17 @ 9:14 AM LAST SAVED BY, JTAMARGO 2�" 21' 64' — II � II • II NO. 5 REINFORCING RODS 12" NO. 6 GALVANIZED ANCHOR RODS 7" IN GROUND/ 5" OUT 3" CONCRETE WHEEL STOP 24' PSI ON CONCRETE /PROPOSED PAVEMENT (SEE DETAIL) (PER GEOTECHNICAL REPORT) ° NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF 100 PER ° l a GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #H1175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, NOTES: 1. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER. 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES. STANDARD DUTY ASPHALT PAVEMENT SECTION 3. WHEEL STOP TO BE CENTERED IN PARKING SPACE. NOT TO SCALE CONCRETE WH E1ELS'] O P DETAIL NOT TO SCALE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF 100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #H1175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, HEAVY DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) 6"CONCRETE 6x6 WWM (10 GA.) _.�.:.I i l-• � _..._I �. 4- � + i -== �-LL =i i 1-_ : mm I. =... _.._ .-: I�..�.._ � I I I W� �-:1 11- �._ ,. M LT(- �f����iij��Ti 18" FREE DRAINING SUBGRADE NOTE: 7 A� OT E: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF 100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #H1175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. HEAVY DUTY CONCRETE SECTION NOT TO SCALE 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL ML TO SIDEWALK WIDTH. j., 12'009P -Iii HAL F 1NIDE RIE PIPE: ROOF g ff'.Is�,P� & FfCnt A, ESM TO 111*ftE�,7 � F L f~ TQM � �OLLECTUR, PIPE CONCRETE SIDEWALK DETAIL NOT TO SCALE )T lb KALE VARIES (SEE PLAN) ASPHALTIC 18" CONCRETE 12" SURFACE SLOPE VARIES I SLOPE VARIES (SEE PLAN) (SEE PLAN) LIMEROCK BASE zj(MIN. LBR 100) STABILIZED SUBGRADE� �� /`�,. o�•"+.+4 i'�,`e� "a .`i'k..�°� v b. �"+,. a`4i`'°�'d. s a . r°a, `a iM�'`. \ F' r`°.. v`'� ^w. h �/"', /O. ^ (MIN LBR 40) *6" SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE TRAFFIC. FLUSH CURB DETAIL NOT TO SCALE 8" 6" ASPHALTIC 2"R CONCRETE U w g _ SURFACE .arc a -W z uimm a J J W co SLOPE (SEE PLAN) Lu co .A .. ©� LLJ g FD®T TYPE 9D9 C ��77 �j mmm RB w U �J v~i PROJECT No.: FLT170031 NOT TO SCALE PERMIT COMMENTS (PER FDOT INDEX#300) Q09/06/17 VARIES (SEE PLAN) 7' MI CLEJ *6" SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE TRAFFIC. INTEGRAL CURB DETAIL NOT TO SCALE C E 219 L -- FIGURE H-2 HANDICAP SIGN & PARKING SPACE STANDARDS 4' 20' MIN. ------------ MIN. -- ~~, , FIGURE H-3 PASSENGER LOADING ZONES City of Sanford HANDICAP SIGN/PARKING FIGURE a Department of P & PASSENGER Planning & LOADING ZONES H-2 Development Services Date: Drawn By: H-3 612912011 M. JONES z ° LLo x Cn - z 3: 0 01<aoa N C.)Q UQI-t�❑ � ♦0000 ❑ aQ Cna ❑ Z p En Ld K 'zO �++z z sF a -.j- 0z aF. 2=i� d' z W W m00ZOCW1 � C7WU ♦000♦o � `� c o z �D Cn W aQa= �w C7° ar�� w ¢ W u, ® yy z J CK ¢ (0 -- y A 1, w W>>u�O z❑ Fm S x m ' H U(71-0 _�a aOW aa�cW U H W � �A o oz�W z W w0QZgZ a Z Y Y W 07 0- Q W O } } F U) w O w w O QF" ❑zmzzz 000a•oo a� REVISIONS REV DATE COMMENT BY PROJECT No.: FLT170031 08/24/17 PERMIT COMMENTS JRT Q09/06/17 DATE: PERMIT COMMENTS JDA N/A CAD I. D.: ODO LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD TM "TR'- %a u" H L E R EN GINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC, No LC 60 0551 ( o IN . 74 w o a a a . o a a . 4 ��I4'p /fQQpp pA4d`Q ��1 *y, r APs �`✓NA4„ wee* 1113/2017 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C78 PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD I. D.: ODO LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD TM "TR'- %a u" H L E R EN GINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC, No LC 60 0551 ( o IN . 74 w o a a a . o a a . 4 ��I4'p /fQQpp pA4d`Q ��1 *y, r APs �`✓NA4„ wee* 1113/2017 SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER: C78 H:\2017\FLT170031\LANDSCAPEARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031 LP2.DWG PRINTED BY: KSTEELE 9.28.17 @ 4:59 PM LAST SAVED BY: KSTEELE 120° 120° PLAN t T= 111111111 -III I III IIIIIIII I III- II I �I I I� I ILI Iii,I CANOPY TREE SCALE: NTS lipfil NOTES: 1. CONTRACTOR SHALL ENSURE ADEQUATE SOIL PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" PER HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION PROTECT TREE WITH BLACK RUBBER HOSE. FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES #12 GAUGE DOUBLE TWISTED GALVANIZE WIRE OR APPROVED EQUAL 3" MULCH AS SPECIFIED MIN. 1'-6"' FROM BASE OF TREE (KEEP MULCH MIN. 12" FROM TRUNK BASE) BERM SOIL TO HOLD WATER REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. w10&-P.C-ZH71107t 1=1 I 2" X 4" X T WOOD STAKES OR APPROVED III- III- EQUAL PLANTING OR EXISTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS ROOT BALL SET 3"4" ABOVE FINISHED GRADE EXISTING SUBGRADE NOTES: 1, CONTRACTOR SHALL ENSURE ADEQUATE SOIL PERCOLATION FOR ALL TREE PITS PRIOR TO INSTALLATION. FOR PERCOLATION RATES LOWER THAT 1" / HOUR A TREE SUMP WILL BE REQUIRED. 2. ALL TREE PITS SHALL BE APPROXIMATELY 1.5 TIMES LARGE THAN ROOT BALL 3, CONTRACTOR TO USE PRESSURE TREATED PINE FOR ALL WOOD STAKING AND BRACING MEMBERS, --1 I ." ACCENT / UN]C➢.]ERS7[°OR Y TREE TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION PROTECTIVE RUBBER HOSE #12 GAUGE DOUBLE STRAND GALVANIZED WIRE OR APPROVED EQUAL FLUORESCENT ORANGE SAFETY FLAGS ON ALL GUY WIRES 2" x 2" x 8' WOOD STAKES OR APPROVED EQUAL 3" MULCH LAYER 6" SOIL SAUCER TO HOLD WATER REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS (1" PVER ROOT BALL) PLANTING OR EXISTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS ROOT BALL SET T'4' ABOVE FINISHED GRADE UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" AND GREATER EXISTING SUBGRADE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. ALL TREE PITS SHALL BE APPROXIMATELY 1.5 TIMES LARGER THAN ROOT BALL 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4. PRESSURE TREATED PINE TO BE USED FOR ALL WOOD STAKING AND BRACING MEMBERS. MULTI -STEM UNDERSTORY TREE SCALE: NTS H:12017\FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031LP2.DWG PRINTED BY: KSTEELE 9.28.17 (cT 4:59 PM LAST SAVED BY: KSTEELE 2" NYLON STRAPPING OR APPROVED EQUAL 2" X 2" X 8' WOOD STAKES OR APPROVED EQUAL 3" MULCH AS SPECIFIED, 24" MINIMUM FROM BASE OF TREE BERM SOIL TO HOLD WATER REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. PLANTING OR EXISTING SOIL BACKFILL, AMEND AS NECESSARY PER SOIL ANALYSIS ROOT BALL SET 3"4' ABOVE FINISHED GRADE UNDISTURBED SOIL PEDESTAL FOR ROOT BALLS 24" DIAMETER AND GREATER EXISTING SUBGRADE NOTES: 1. CONTRACTOR SHALL ENSURE FREE DRAINAGE/PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. 2. ALL PLANTING PITS SHOULD HAVE VERTICAL SIDES AND BE APPROXIMATELY TWO TIMES LARGER THAN ROOT BALL 3. PLANT MATERIAL SHALL BE INSTALLED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL, 4. WHERE GROUND COVERS ARE USED IN MASSES, THE ENTIRE BED SHALL BE EXCAVATED PRIOR TO RECEIVING PLANT MATERIAL AND PLANTING SOIL EXCEPT WHERE SPECIFIED, 5. ALL PLANT MATERIAL MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED, REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING'X'. 6. PLANT MATERIAL INSTALLED ADJACENT TO STRAIGHT EDGES SHALL BE SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE, THOSE INSTALLED ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE + + + sc+ e �+ PROVIDE A MINIMUM OF 18" _1_ SPACING BETWEEN DIFFERENT ,X, PLANT TYPES X,X, EXISTING CONDITIONS PLANTED 24K O.C. OR GREATER ALL (12" SETBACK FOR ANNUALS AND PLANMULCH- GROUND COVER) =+ CURB OR EDGE OF PAVEMENT PLANT BED LINE NIMUM OF MULCH 4 SOIL TO HOLD WATER NUM DEPTH OF 12" PLANTING FOR GROUND COVER BEDS WATE ENTIRE BED SPECIFIED GROUND COVER LOCATIONS SHRUB AND GROUNDC®VER SCALE: NTS ITING OR EXISTING SOIL (FILL, AMEND AS NECESSARY SOIL ANALYSIS TING SUBGRADE NOTES: 1. ALL MULCH SHALL BE PEST AND INSECT FREE. 2. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH. -- SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS.) 3" MIN. MULCH (SEE PLANT SCHEDULE FOR SPECIFICATIONS) PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS MATERIALS, SEE SPECIFICATIONS.) , ORGANIC MULCH APPLICATION SCALE: NTS SCALE: NTS 1. INSTALL 5"--7" LENGTH RIVER ROCK' COBBLE, ON WEED BARRIER. 2. HAND -PLACE COBBLE AROUND PLANT MATERIAL TO AVOID DAMAGE, 3. INSTALL NEAR FLUSH WITH TOP OF SIDEWALK, DO NOT CREATE "BIRDBATHS" BY TRAPPING WATER AROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK.. CONTRACTOR 'MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS SEE SHRUB PLANTING. DETAIL SIDEWALK OR OTHER PAVING TOP OF SOD TO BE FLUSH WITH PAVEMENT -APPROX. V-3" 5"-7" LENGTH RIVER ROCK COBBLE DETAIL U- z o (�y1 ✓ w � 0 X w -� iZnQ5 �QOQ U© cA0 ,�� ♦fie♦♦ z g�� AED 2 � z aR' Ofofw F, ss�c37� � J M Z QJ¢ w mU)z0K CSWU �# o♦fo 5 o 0 wQ aa= rn C7 ® z (' -m U I a H0aiU=' IZ—O a® O 2 w 0 w cnaFJc� H� ♦t®t�.♦4 yl U z w c z.A 0 O WWz +W wzQz z Y Y Z arc w (D UDz 0.0 > a w p w w 0 z zmzzz ap �oAV c REVISIONS REV DATE COMMENT BY 1 08/24/17 PERMIT COMMENTS KS 3 09/27/17 CLIENT COMMENTS KS LP1 PERMIT SET PROJECT No.: FLT170031 DRAWN BY: MR CHECKED BY: KS DATE: 06/16/2017 SCALE: AS NOTED CAD 1. D.: LP1 I,OCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD BOHLER' ENGINEERING 820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT, OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 `ssssa11111ro{ p,NDSCA a 6666 99 o STATE OF ''+!�tl !p`1sse 09/27/17 SHEET TITLE: PLANTING DETAILS SHEET NUMBER: LIP-5oOl 1. NO REFERENCE TO ENGINEERING SHOULD BE MADE FROM THIS PLAN SET. SHEET(S) ARE FOR LANDSCAPE REFERENCE ONLY. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANS AND WRITTEN SPECIFICATIONS. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE OWNER'S REP. 3. THE PLANTING PLAN SHALL BE INSTALLED IN COMPLIANCE WITH EXISTING CODES AND APPLICABLE DEED RESTRICTIONS OR REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT MATERIAL QUANTITIES PRIOR TO BIDDING. NOTIFY OWNER'S REP OF ANY QUANTITY DISCREPANCIES PRIOR TO CONSTRUCTION 5. ANY DEVIATION FROM PLANT QUANTITY, SIZE, GRADE, ORIGIN, OR DROUGHT TOLERANCE MAY JEOPARDIZE THE CERTIFICATE OF OCCUPANCY. 6. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. OWNER'S REP SHALL BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS 7. CONTRACTOR TO NOTIFY'SUNSHINE STATE ONE CALL OF FLORIDA, INC AT 800-432-4770 TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 8. THE HEALTHY, NEAT, AND ORDERLY APPEARANCE OF ALL REQUIRED LANDSCAPING MATERIALS IS THE CONTINUAL RESPONSIBILITY OF THE PROPERTY OWNER AFTER FINAL ACCEPTANCE. H:\2017\FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETSTLT170031 LP2.DWG PRINTED BY: KSTEELE 9.28.17 @ 4:59 PM LAST SAVED BY: KSTEELE GENERAL PLANTING NOTES: 1. NUISANCE, EXOTIC PLANT SPECIES REMOVAL SHALL BE COMPLETED IN ACCORDANCE WITH SECTIONS OF THE MUNICIPAL REGULATIONS, GUIDELINES AND STANDARDS 2. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER, AS SET FORTH BY THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS. 3. PLANT MATERIAL SHALL BE LOCAL FLORIDA NURSERY STOCK AND ALSO GROWN IN COASTAL ENVIRONMENTS. ALL COCONUT PALMS SHALL BE JAMAICAN CERTIFIED. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL ANALYSIS PRIOR TO INSTALLATION OF PLANT MATERIAL. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY IMPROPER SOIL CONDITIONS (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL AMENDMENTS AND/OR FERTILIZER REQUIRED TO PROMOTE HEALTHY, VIGOROUS PLANT GROWTH. 5, ALL PLANT MATERIAL HOLES SHALL BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY AFFECT OR DAMAGE UTILITIES OR PROJECT IMPROVEMENTS. 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANTINGS UNTIL FINAL ACCEPTANCE BY THE OWNER'S REP. THIS MAINTENANCE SHALL INCLUDE BUT MAY NOT BE LIMITED TO KEEPING BEDS FREE OF DEBRIS AND WEEDS, MANAGING ALL DISEASE OR INFESTATION, AND WATERING OF PLANT MATERIAL. 7. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 365 DAYS FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER'S REP. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND STAKE ALL UTILITIES. A MINIMUM OF TEN FEET SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREE PLANTINGS. IN ADDITION, ALL TREES SHALL BE LOCATED AT LEAST SIX FEET AWAY FROM THE FLOW LINE OF SWALES AND PROPOSED OR EXISTING STORMWATER INLETS. 9. NEW PLANT MATERIAL TO BE INSTALLED WILL BE FIELD ADJUSTED TO ACCOMMODATE EXISTING PLANT MATERIAL SUCH AS OVERHEAD CANOPY TREES, UNDERSTORY TREES AND SHRUBS OR GROUND COVER. THIS WILL ENSURE EXISTING PLANT MATERIAL TO REMAIN IN ITS NATURAL STATE. THEREFORE, NO EXISTING PLANT MATERIAL WILL BE ALTERED BY REMOVING, CUTTING TRIMMING OR DESTROYING IN ORDER TO INSTALL NEW PLANT MATERIAL. 10, ALL PLANT MATERIALS TO BE CONTAINER GROWN UNLESS OTHERWISE SPECIFIED. BAG GROWN PLANTS ARE NOT ACCEPTABLE. 11. ALL PLANTING BEDS TO HAVE 6" OF DARK, FRIABLE TOPSOIL OR BED MIXED CHURNED INTO EXISTING SOIL 12. THE TOPSOIL USED IN THE PLANTING OPERATION SHALL BE A NATURAL, FRIABLE, FINE LOAM SOIL. IT SHALL BE CERTIFIED TO BE FREE OF WEED SEEDS AND PATHOGENS. IT SHALL ALSO BE FREE OF LITTER, SOD, CLAY, STONES, ROOTS AND STUMPS. IT SHALL HAVE A pH OF 6.5 TO 7.5 13. BED PREPARATION: LOOSEN SOIL TO A MINIMUM DEPTH OF TWELVE INCHES AND REMOVE ALL DEBRIS. RE -GRADE THE BED TO ITS PREPLANTING SUBGRADE. DIG PLANTING PITS AT 1.5 TIMES THE DIAMETER OF THE POT. FILL PLANT PIT WITH SPECIFIED PLANTING MIX AND COMPACT SO THAT THE TOP OF ROOT BALL WILL SETTLE 1/8 DEPTH OF THE ROOT BALL ABOVE FINISH GRADE. SET PLANT AND FILL REMAINDER OF HOLE WITH PLANTING MIX. FERTILIZE EACH PLANT WITH THE RECOMMENDED RATE BASED ON SOIL ANALYSIS AND RECOMMENDATION FOR ORNAMENTAL PLANTING. WATER IN THOROUGHLY. RESET ANY PLANTS THAT SETTLE TOO DEEP. REMOVE SPOIL SOIL AND RAKE THE BED TO ITS FINISH GRADE. COVER ALL BED AREAS WITH A 3 DEPTH OF APPROVED ORGANIC MULCH, ENSURE MULCH OVER ROOT BALLS DOES NOT EXCEED A DEPTH OF ONE INCH. REMOVE ALL DEBRIS FROM THE MULCH. WATER BED THOROUGHLY. 14. ALL PROPOSED PLANTING AREAS OTHER THAN THOSE IDENTIFIED ON PLAN, SHALL RECEIVE A THREE INCH LAYER OF MULCH. ALL TREES NOT LOCATED WITHIN A PLANTING BED SHALL RECEIVE A THREE FEET DIAMETER MULCH RING. SEE PLANT SCHEDULE FOR MULCH SPECIFICATIONS. 15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR HOLDING THE FINE GRADING OF PLANTING AREAS TO ENSURE AT LEAST THREE PERCENT POSITIVE DRAINAGE AWAY FROM BUILDINGS AND INTO TURF AREAS, PONDS, STREETS OR OTHER DRAINAGE WAYS. IN ADDITION, THE FINISH MULCH ELEVATION AT THE BUILDINGS SHALL BE AT LEAST SEX INCHES BELOW FINISH FLOOR OF THE ADJACENT BUILDING. PARKING LOT ISLANDS SHALL SLOPE AT THREE PERCENT FROM CENTER. TURF AND PLANTING BEDS SHALL MEET SIDEWALKS AND FLATWORK AT TWO INCHES BELOW THE FLATWORK. 16. SLOPES GREATER THAN 4:1 SHALL REQUIRE SODDING FOR STABILIZATION. 17. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE AND MAYBE UTILIZED AT THE OWNERS DISCRETION, 18. IF ALTERNATIVE VEGETATION IS UTILIZED (I.E. MATCHING AND/OR EXTENDING EXISTING SHRUB BED, THE INSTALLED MATERIAL MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. MATERIAL IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. 19. SOD TO BE INSTALLED IN ALL DISTURBED AREAS THAT ARE NOT LANDSCAPED OR HARDSCAPED. CONTRACTOR SHALL VERIFY SOD QUANTITY. 20. THE LANDSCAPE CONTRACTOR SHALL REPAIR AND/OR REPLACE ADJACENT LAND AREA DISTURBED BY CONSTRUCTION 21, LANDSCAPE CONTRACTOR SHALL REPAIR, RELOCATE AND/OR REPLACE ANY DAMAGED OR REMOVED LANDSCAPE AFFECTED BY CONSTRUCTION AND NOT DELINEATED ON THE DEMOLITION PLANS. CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER'S REP. PRIOR TO ANY REMEDIATION LANDSCAPE EFFORTS. 22. ALL LANDSCAPED AREAS TO BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. SEE IRRIGATION PLANS AND/OR NOTES PRIOR TO CONSTRUCTION. TREE PLANTING NOTES: 1. ALL TREES MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASES. ALL TREES SHALL BE IN FULL AND STRICT ACCORDANCE TO FLORIDA NO.1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS", PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. TREES IN SOME INSTANCES SHALL EXCEED NO. 1 GRADE, IN ORDER TO MEET THE MINIMUM REQUIREMENTS OF THIS PROJECT. ALL PALMS TO BE SUN GROWN. 2. ALL TREES SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF MUNICIPALITY ACCEPTANCE. 3. EACH TREE SHALL RECEIVE SIX "AGRIFORM" 21 GRAM TABLETS PER MANUFACTURER'S DIRECTIONS. 4. APPLY A THREE INCH LAYER OF MULCH LAYER TO ALL PROPOSED TREE, SHRUB, GROUNDCOVER, AND VINE PLANTINGS. TREES NOT LOCATED WITHIN A SHRUB BED SHALL RECEIVE A THREE FEET DIAMETER MULCH RING. SEE PLANT SCHEDULE FOR MULCH SPECIFICATION, 5. FLEXIBILITY SHALL BE GIVEN TO THE PLACEMENT OF TREES TO ACCOMMODATE IMPROVEMENTS SUCH AS DRIVEWAYS, UTILITIES, LIGHTING, ETC. 6. ALL TREES SHALT_ HAVE A MINIMUM CLEARANCE OF 15'FROM SITE OR STREET LIGHTS. IN ADDITION TREES SHALL NOT BE INSTALLED WITHIN 10 FT. OF ANY UNDERGROUND GROUND UTILITIES WITHOUT THE USE OF ROOT BARRIER. 7. ALL TREES INSTALLED ADJACENT TO OR UNDERNEATH ANY OVERHEAD UTILITY SHALL BE REQUIRED TO MEET THE MINIMUM SPACING REQUIRED BY THE 'RIGHT TREE RIGHT PLACESTANDARDS SET FORTH BY FLORIDA POWER AND LIGHT. 8. ALL TREE PLANTINGS IN "COMMON AREAS" TO BE INSTALLED PRIOR TO AS -BUILT INSPECTION 9. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)A-300 PRUNING STANDARDS. 1. ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL CONDITION WITH NO ADDITIONAL COST TO OWNER. 2. INSTALL RIVER ROCK 5"-7" LENGTH IN WEED BARRIER IN PLANT BEDS ADJACENT TO BUILDING FOUNDATION AS IDENTIFIED ON PLAN. RIVER ROCK IS TO BE'HAND-PLACED' AROUND ALL SHRUBS AS NOT TO DAMAGE MATERIAL. INSTALL NEAR FLUSH TO TOP OF SIDEWALK, FA I/ LANDSCAPE CODE COMPLIANCE DATA 1. VEHICLE USE AREA LANDSCAPE: THE MINIMUM REQUIRED INTERNAL LANDSCAPE AREA FOR THE PARKING AREAS SHALL COVER 10% OF THE PARKING AREA *PARKING LOT IS EXISTING, NO MODIFICATIONS 1 TREE TO BE PROVIDED PER REQUIRED LANDSCAPE AREA 20 LANDSCAPE AREAS = 20 TREES REQUIRED AND 17 PROVIDED *REQUIREMENT NOT MET DUE TO UTILITY CONFLICTS 5 SHRUBS TO BE PROVIDED PER TREE 20 TREES = 100 SHRUBS REQUIRED AND 111 PROVIDED 2. STREET SIDE LANDSCAPE WEST S.R. 46 25' WIDE, 2 ROWS OF LIVE OAKS (4" CAL.) EVERY 50' STAGGERED, 4 SUB -CANOPY TREES PER 100 LINEAR FEET, AND CONTINUOUS SHRUB HEDGE WHEN ABUTTING A PARKING LOT 197 LF OF VUA ADJACENT TO R.O.W. = 4 LIVE OAKS, 8 SUB -CANOPY TREES WITH A CONTINUOUS HEDGE ROW REQUIRED AND 1 PROPOSED OAK TREE AND 6 SUB -CANOPY TREES AND 2 EX. PALM TREES WITH CONTINUOUS HEDGE ROW PROVIDED. *ALTERNATIVE DESIGN PROVIDED VIA VIEW CORRIDOR STUDY NEGOTIATION OTHER STREET RIGHT-OF-WAY 10' WIDE, 1 CANOPY TREE SPACED 30-40 LINEAR FEET, EVERGREEN HEDGE (24" HT.) SPACED 30" ON CENTER WHEN ADJACENT TO PARKING LOT, 9 SHRUBS PER 100 LINEAR FEET, AND GROUND COVER 358 LF OF VUA ADJACENT TO R.O.W. = 10-12 CANOPY TREES WITH EVERGREEN HEDGE ADJACENT TO PARKING LOT AND 33 SHRUBS REQUIRED AND 6 EXISTING CANOPY TREES WITH EXISTING AND PROPOSED EVERGREEN HEDGE ROW PROVIDED. *ALTERNATIVE DESIGN PROVIDED VIA VIEW CORRIDOR STUDY NEGOTIATION 3. FOUNDATION LANDSCAPE 5' WIDE LANDSCAPE AREA SHALL BE LOCATED ALONG 100% OFA BUILDING FACADE WITH FRONTAGE ALONG A STREET RIGHT-OF-WAY WITH 2 ACCENT TREES OR 3 PALMS FOR EVERY 40 LINEAR FEET AND 1 SHRUB FOR EVERY 20 SQUARE FEET. A MINIMUM 50% OF THE AREA SHALL CONTAIN SHRUBS WITH THE REMAINDER TO BE GROUND COVER. 180 LF ALONG STREET FRONTAGE = 9 ACCENT TREES OR 14 PALM TREES, 9 SHRUBS, AND 50% MIN, GROUNDCOVER REQUIRED AND 15 ACCENT TREES OR LARGE SHRUBS, 9 SHRUBS AND 467 SF OF GROUNDCOVER PROVIDED *ALTERNATIVE DESIGN PROVIDED VIA VIEW CORRIDOR STUDY NEGOTIATION 4. TREE REMOVAL AND REPLACEMENT (3) 9" PINE TREES (1) 14" OAK TREE (3) 16" OAK TREE (1) 17" OAK TREE (2) 20" OAK TREE (3) PALM TREES 10 TREES REMOVED = 30 REPLACEMENT TREES (146" CAL.) REQUIRED AND 19 TREES (46" CAL.) PROVIDED FURTHER TREE MITIGATION TO BE NEGOTIATED WITH THE CITY ]PULANT SCHIE ULI.E. Quantity Symbol Botanical Name Common Name Specifications Native Drought Tolerance 06/16/2017 Canopy Trees 5 QV Quercus virginiana 'QVTIA' ppl 1219 Highrise Highrise Live Oak 15' Ht. Min., 4" Cal Min., B&B, OC - As Shown Yes High Palm Trees 1 SPR Sabal palmetto Sabal Palm Relocated Existing Sabal Palm Yes High Accent / Understory Trees 4 IP Ilex vomitoria 'Pend ula' Weeping Yaupon 12' Ht. Min., B&B, OC - As Shown Yes High 4 LJ Ligustrum japonicum Japanese Privet 12' Ht. Min., Multi -stem, B&B, OC - As Shown No Med. 14 LI Lagerstroemia Indica Crape Myrtle Spp. 15' Ht. Min., Standard, B&B - As Shown No High Shrubs / Groundcovers / Vines 19 ILV Ilex vomitoria Yaupon Holly 15 Gallon, 4'-5' Ht. Min., Full, 48" OC - As Shown Yes High 18 JUC Juniperus chinensis Chinese Juniper 7 Gallon, 36" Ht. Min., Full, 36" OC - As Shown No High Ik 151 JUP Juniperus chinensis'Parsonii' Parson's Juniper 3 Gallon, 14"-16" Ht. Min., Full, 30" OC No High 3 222 LIM Liriope muscari'Evergreen Giant' Evergreen Giant Liriope 3 Gallon, 10"-14" Ht. Min., Full, 18" OC No Med. 132 LOC Loropetalum chinensis'Ruby' Ruby Loropetalum 7 Gallon, 24" Ht Min., Full, 30" OC No Med. 111 PIT Pittosporum tobira Pittosporum 3 Gallon, 20" Ht. Min., 42" OC POM Podocarpus macrophyllus Podocarpus 25 Gallon, T Ht. Min., Full, OC - As Shown No High 3 138 TRF Tripsacum floridanum Dwarf Fakahatchee Grass 3 Gallon, 24" Ht. Min., Full, 36" OC Yes High A. 72 VIO Viburnum odoratissimum Sweet Viburnum 3 Gallon, 24" Ht. Min., Full, 30" OC - As Shown No High Miscellaneous 55 CY FloriMulch - 100% melaleuca 3" Min. Cover all Shrub/Groundcover Beds Not Identified on Plan 2,400 SF River Rock 5"-7" Gray River Rock on Weed Barrier in Planting Areas Identified on Plan 2,400 SF Weed Barrier TBD Sod TBD Match Existing Match Existing Sod Rolls, Sprigging, Plugging or Seeded No Med. U? z o E ¢ a CLQ .0 <0 �� eases W� z ¢ i �Z,DJZC9 O w w = z yj W W m�OizUK� C7WU eases♦ U w En W¢ s a x rB]eC.7 baa zv w ¢ w U z5-0awvriF �L 0- w x> u 0 K1 t7 x - I¢aoitx_D p U)CLa.av0a �a+ aaaaar coco LU r� en�Q p o aw z¢ zui �W zg2he z Q, W (D;ix ccw Q w O00 x �C Z 2 Q�ZOzzz U0 '� sasses a C qL OF RIF -VISIONS REV DATE COMMENT BY 1 08/24/17 PERMIT COMMENTS KS 3 09/27/17 CLIENT COMMENTS KS KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. www.calisunshine.com PERMIT SET PROJECT No.: FLT170031 DRAWN BY: MR CHECKED BY: KS DATE: 06/16/2017 SCALE: AS NOTED CAD 1. D.: LP1 00 PROJECT: LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD B 0"'H LER ENGINEERING 3820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH, No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 >•�` DSCAp�C`!°, w �r• ease a as y d a L S a a ®na STATE aa' r aOa OF ao" 0R10 1U-10�' 09/27/17 0 SHEET TITLE: PLANTING ING \OIII':S & aIIIJIIDI It)li,I1 SHEET NUMBER: LID -6.01 J H:@0171FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031L12.DWG PRINTED BY: KSTEELE 9.28.17 @41:56 PM LAST SAVED BY: KSTEELE NOTE: INSTALL FLEX PIPE (LOCATION AND DEPTH) TO BE PROTECTED FROM MAINTENANCE OPERATIONS (EDGING, MOWING) LATERAL LINE TEE H:\2017\FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031 L12,DWG PRINTED BY: KSTEELE 9,20,17 @ 4:55 PM LAST SAVED BY: KSTEELE PVC SCH 80 90 TxT ELL PVC SCH 80 TOE NIPPLE PVC SCH 80 MALE ADP. REMOTE CONTROL VALVE CENTERED IN OPENING STD. RECT. VALVE BOX il / l/ i FINISH GRADf VALVE I. D. TAC WIRE CONNECTORS- 3" GRAVEL SUMP - PVC SCH 80 NIPPLE - CONTROL WIRES PVC MAIN LIN SCH, 40 PVC FITTING REMOTE CONTROL VALVE SCALE: NTS NOTE: INSTALL ONE (min.) INDICATOR FLAG ON ALL DRIPLINE ZONES EO_ D FINISf 6" POP W/ N VALVE PIT i Z FINISH GRADE iv T-113 GATE VALVE z � I CO ZONE INDICATOR (FLAG 10" PVC SLEEVE SCH. 40 PVC MALE ADAPTER PVC MAIN LINE 3" GRAVEL SUMP 1 ISOLATION GATE VALVE PVC SCH 80 90 TxT EL PVC SCH 80 TOE NfPPL PVC SCH 80 MALE ADI 1" REMOTE CONTROL VALV WIRE CONNECTOf VALVE I. D. T/ FINISH GRAL 1" 200 MESH PRE: REG. FILTE JUMBO RECT. VALVE BC 3" GRAVEL SU PVC SCH 80 NIPP CONTROL WIR PVC MAIN L SCH. 40 PVC FITTI,. 20 GPM DRIP GONE CONTROL VALVE z N I1 NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL SPRINKLER HEADS AND ANY WALL OR STRUCTURE EOP, CURB, WALK OR BEDLINE 6" min. • q FINISH GRADE 4 POP-UP SPRAY HEAD SCH. 40 PVC STREET ELL SCH. 40 PVC FITTING ON LATERAL LINE PVC IPS FLEX PIPE 18" MIN. SPRAY HEAD NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL DRIPLINES AND ANY WALL OR STRUCTURE 4" MULCH LAYER 1/2" INSERT TEE DRIP TUBING Il Oa 11 _ FINISH GRADE 3/4" SCH 80 PVC z_ NIPPLE PVC TEE (SxSxT) PVC SUB MAIN \ \ ]QVC e DRIP CONNECTION NOTES: TREE 1. DO NOT INSTALL ANY OTHER WIRES OR CABLE BUBBLER WITHIN THE SPHERE OF INFLUENCE. 1 MALE ADAPTER D1.5 F1/2" 0 AND FITTINGS :3 � e LI1 COPPER GROUND PLATE 00 + ++++++ "i •• S 60 ,• \ ELECTRODE •��, SPHERE OF ,'y: :: a �_ •, \ INFLUENCE e � � BOUNDARIES CONTROLLER i CONCRETE PAD —+... -„y C �WZ1==0'—_�-r- . • -+—FLEX PIPE 1 LATERAL LINE TEE H:\2017\FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031 L12,DWG PRINTED BY: KSTEELE 9,20,17 @ 4:55 PM LAST SAVED BY: KSTEELE PVC SCH 80 90 TxT ELL PVC SCH 80 TOE NIPPLE PVC SCH 80 MALE ADP. REMOTE CONTROL VALVE CENTERED IN OPENING STD. RECT. VALVE BOX il / l/ i FINISH GRADf VALVE I. D. TAC WIRE CONNECTORS- 3" GRAVEL SUMP - PVC SCH 80 NIPPLE - CONTROL WIRES PVC MAIN LIN SCH, 40 PVC FITTING REMOTE CONTROL VALVE SCALE: NTS NOTE: INSTALL ONE (min.) INDICATOR FLAG ON ALL DRIPLINE ZONES EO_ D FINISf 6" POP W/ N VALVE PIT i Z FINISH GRADE iv T-113 GATE VALVE z � I CO ZONE INDICATOR (FLAG 10" PVC SLEEVE SCH. 40 PVC MALE ADAPTER PVC MAIN LINE 3" GRAVEL SUMP 1 ISOLATION GATE VALVE PVC SCH 80 90 TxT EL PVC SCH 80 TOE NfPPL PVC SCH 80 MALE ADI 1" REMOTE CONTROL VALV WIRE CONNECTOf VALVE I. D. T/ FINISH GRAL 1" 200 MESH PRE: REG. FILTE JUMBO RECT. VALVE BC 3" GRAVEL SU PVC SCH 80 NIPP CONTROL WIR PVC MAIN L SCH. 40 PVC FITTI,. 20 GPM DRIP GONE CONTROL VALVE z N I1 NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL SPRINKLER HEADS AND ANY WALL OR STRUCTURE EOP, CURB, WALK OR BEDLINE 6" min. • q FINISH GRADE 4 POP-UP SPRAY HEAD SCH. 40 PVC STREET ELL SCH. 40 PVC FITTING ON LATERAL LINE PVC IPS FLEX PIPE 18" MIN. SPRAY HEAD NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL DRIPLINES AND ANY WALL OR STRUCTURE 4" MULCH LAYER 1/2" INSERT TEE DRIP TUBING Il Oa 11 _ FINISH GRADE 3/4" SCH 80 PVC z_ NIPPLE PVC TEE (SxSxT) PVC SUB MAIN \ \ ]QVC e DRIP CONNECTION NOTES: 11 1. DO NOT INSTALL ANY OTHER WIRES OR CABLE ��1) WITHIN THE SPHERE OF INFLUENCE. 1 2, MINIMUM ACCEPTABLE RESISTANCE TO GROUND IS 15 OHMS. USE D1.5 ADDITIONAL GROUND PLATES OR GROUND RODS AS NEEDED. 3 AND FITTINGS :3 WIRES TO REMOTE CONTROL. LI1 COPPER GROUND PLATE (4" X 96" X.0625") / #6 AWG SOLID / \ ELECTRODE BARE COPPER WIRE / SPHERE OF INFLUENCE 3, BOUNDARIES CONTROLLER CONCRETE PAD —+... -„y C �WZ1==0'—_�-r- ---... #6 AWG SOLID BARE COPPER WIRE PLAN VIEW CONTROLLER CONCRETE PAD PVC SWEEP ELL (1 1/2" OR LARGER) 6 AWG SOLID BARE COPPER WIRES GROUND PLATE MIN. 8' FROM CONT. ELEVATION CONTROLLER GRC IN d EARTH CONTACT MATERIAL 100 lbs. min. z NOTE: PROVIDE 12" MIN. SPACE BETWEEN ALL SPRINKLER HEADS AND ANY WALL OR STRUCTURE EOP, CURB, WALK OR BEDLINE 6" min. • • a FINISH GRADE _/ POP-UP SPRAY HEAD SCH. 40 PVC STREET ELL TURF ROTOR HEAD OUTSIDE WALL ✓ PVC IPS FLEX PIPE 18" MIN. LEGEND: 11 HYBRID CONTROLLER: ��1) RAIN BIRD ESP SERIES 1 OUTDOOR WALL MOUNT D1.5 -INCH PVC SCH 40 CONDUIT 3 AND FITTINGS :3 WIRES TO REMOTE CONTROL. LI1 VALVES JUNCTION BOX 1 -INCH PVC SCH 40 CONDUIT 5 AND FITTINGS TO POWER SUPPLY NOTES: 1. PROVIDE DIMENSIONS FROM PERMANENT FIXED OBJECTS AND "DEPTH OF COVER" ON ALL MAINLINE AND SLEEVES. 2. PROVIDE DIMENSIONS FROM TWO PERMANENT FIXED OBJECTS* FOR ALL VALVES, SPLICE BOXES, STUB -OUTS i AND EARTH GROUNDS. BLDG I * THE TWO REFERENCE OBJECTS SHOULD BE PERPENDICULAR TO VALVE #16 THE DIMENSIONED ITEM. 4' FROM SIDEWALK 71 10' FROM CORNER OF BLDG SIDEWALK _F 7/7 PAVEMENT 3" SLEEVE 4" SLEEVE 24" BELOW GRADE E.O.P.24" BELOW A GRADE 5' FROM —18'— — 17' 7r 7r SPLICE BOX 2" MAINLINE LIGHTPOLE 15' FROM B.O.C. 24" BELOW GRADE 1T FROM CORNER I 16' FROM B.O.C. 26' (— VALVE #21 9' FROM B.O.C. 11' FROM B.O.C. B.O.C. "� 26FROM LIGHTPOLE E.O.P. ROADWAY "AS BUILT" TYPI REVISIONS REV DATE COMMENT BY 1 08/2.4/17 PERMIT COMMENTS KS 3 09/27/17 CLIENT COMMENTS KS LI1 PERMIT SET PROJECT No.: FLT170031 DRAWN BY: MR CHECKED BY: KS DATE: 06/16/2017 SCALE: AS NOTED CAD LD.: LI1 BOHLER' ENGINEERING 3820 NORTHDALE BLVD., SUITE 3008 TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 SCAp ' 4A r� p o r cr p w ti L 66 689 0 p p +I p + STATE p0* r OF p o � pP ppp p^^b f+ppppp '� 4 09/27/17 SHEjEjT TITLE: RRIGATION DETAILS SHEET NUMBER: LI -5o®1 II: I� I (! . \ I I (�� \ ��, (� i■II I� IIS) l i I� 1. IRRIGATION SYSTEM DESIGN REQUIREMENTS: 28 GPM @ A MINIMUM OF 60 PSI AT THE POINT OF CONNECTION. THE IRRIGATION SYMBOL MANUFACTURER/MODEL/DESCRIPTION BY CONTRACTOR SHALL VERIFY THE AVAILABLE GPM AND PSI PRIOR TO INSTALLATION OF THE SYSTEM. 08/24/17 PERMIT COMMENTS KS 3 . e G 0 IL HUNTER PROS-06-PRS30-CV-R 5' STRIP SPRAY 2, DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT EST LCS RCS CST SST TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED CONDITIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN PROCESS. FOR EXAMPLE: OBSTRUCTIONS, DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPE PLAN TO AVOID CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. CONFLICTS WITH PROPOSED TREES OR SHRUBS. HUNTER PROS-06-PRS30-CV-R 8' RADIUS 3. PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS: I,E., UNDER BUILDINGS OR PAVEMENT, Oe e O TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. THIS IS DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, Q T H F DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. PIPING IS TO BE INSTALLED IN OPEN, GREEN" AREAS. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 4. IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT OF WAY" USE PERMITS. HUNTER PROS-06-PRS30-CV-R 10' RADIUS TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED 5, PIPE SIZES SHALL CONFORM TO THOSE ON THE DRAWINGS, SUBSTITUTING WITH SMALLER PIPE SIZES WILL NOT BE 0 0 DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. PERMITTED. Q T H F CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 6. MAINLINE IS TO BE INSTALLED WITH A MINIMUM OF 18" DEPTH OF COVER, LATERAL LINES ARE TO BE INSTALLED WITH A HUNTER PROS-06-PRS30-CV-R 12' RADIUS MINIMUM OF 12" DEPTH OF COVER. TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED e e e (D ® o DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. 7. UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC SCH 40 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE TO Q T H TT TO F CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" PIPE SHALL BE 3". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". HUNTER PROS-06-PRS30-CV-R 15' RADIUS 8. WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES, FLUSH O O d e TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP. WITH FACTORY INSTALLED VALVES AND WIRE SPLICES SHALL BE INSTALLED IN RAIN BIRD WIDE FLANGED, STRUCTURAL FOAM "PLASTIC" VALVES BOXES DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. WITH PURPLE LIDS AS FOLLOWS: Q T H TT TO F CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. REMOTE CONTROL VALVES #VB -STD (16"W X 21"L X 12"H) STD, RECT. BOX HUNTER PROS-06-PRS30-CV-R ADJ ISOLATION GATE VALVES #VB-7RND (9"DIA. X 9"H) 7" ROUND BOX e° e° 0 TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP, WITH FACTORY INSTALLED WIRE SPLICES #VB-10RND (13"DIA. X 10"H) 10" ROUND BOX gyp' `� DRAIN CHECK VALVE, AND RECLAIMED PURPLE BODY CAP. DRIP ZONE VALVE / FILTER ASSY #VB -SPR (23"W X 33"L X 15"H) SUPER JUMBO RECT. BOX 4 6 8 10 12 15 17 CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 9. REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND DESIGNED FLOW RATE FOR EACH HUNTER PROS-12-PRS30-CV-R 10' RADIUS REMOTE CONTROL VALVE. 10 10 10 10 SHRUTH FACTORY SPRAY, 30 PSI REGULATED 12.0" POP-UP. IURPLE DRAIN 10. ALL 24 VOLT CONTROL CABLE TO BE UL LISTED, SINGLE STRAND, TYPE OF 600 VOLT CONTROL CABLE. SIZE AND COLOR AS Q T H F INSTALLED ED CHECK VALVE, AND RECLAIMED BODY CAP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. FOLLOWS: HUNTER PCB -R COMMON WIRES - SIZE AWG #14 OR LARGER AND WHITE IN COLOR, Q FLOOD BUBBLER, 1/2" FIPT. WITH PURPLE CAP FOR RECLAIMED WATER HOT WIRES - SIZE AWG #16 OR LARGER AND RED IN COLOR. 25 50 10 20 USE, SPARE WIRES - SIZE AWG #16 OR LARGER AND BLUE IN COLOR. 11. ALL SPLICES TO THE 24 VOLT CONTROL WIRING SHALL BE MADE WITH RAIN BIRD #DBTWC 24-600 VOLT, DIRECT BURY SPLICE SYMBOL MANUFACTURER/MODEL/DESCRIPTION KITS. HUNTER ICZ-101-25 12. ALL CONTROL VALVE WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS AND PLACED ALONG THE SIDE OF DRIP CONTROL ZONE KIT, 1" ICV GLOBE VALVE WITH 1" HY100 FILTER THE MAINLINE PIPE, SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 13. ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FLUSH TO GRADE. MOUNT ALL SPRINKLERS ON FLEXIBLE CONNECTIONS AS FOLLOWS: AREA TO RECEIVE DRIPLINE HUNTER PLD -10-12 (18) 1/2" INLET SPRAY HEADS 18" OF HEAVY WALL PVC IPS HOSE - IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH BUILT-IN 3/4" INLET ROTOR HEADS 18" OF HEAVY WALL PVC IPS HOSE CHECK VALVE. 1.0GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 14. THE TOPS OF ALL SHRUB SPRINKLERS SHALL BE INSTALLED 12" ABOVE THE HEIGHT OF THE SURROUNDING PLANT MATERIAL. UV RESISTANT. FOR PLANT HEIGHTS OF 12" OR MORE, SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES. ALL RISERS SHALL BE PLACED A MINIMUM OF 12" FROM ANY SIDEWALK, EDGE OF PAVEMENT OR STRUCTURE. SYMBOL MAN UFACTURER/MODEUDESCRIPTION 15. LOCATION OF ALL SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. HUNTER ICV -G -R 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, 16. INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH, TYPICAL SPACING FOR DRIP TUBING IS 18" TO 24" ON CENTER. GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR SPACING TO BE DETERMINED BY PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR TUBING EVERY T WITH 8" LONG WIRE COMMERCIAL/MUNICIPAL USE, WITH RECLAIMED WATER ID, PURPLE TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". HANDLE. 17. EXACT CONTROLLER LOCATION(S) SHALL BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. HUNTER IC -1200 -PL UNLESS OTHERWISE STATED, THE GENERAL CONTRACTOR SHALL PROVIDE 110 VOLT POWER TO THE CONTROLLER ©MODULAR CONTROLLER, 12 STATIONS, OUTDOOR MODEL, PLASTIC CABINET. LOCATION(S). THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION FROM THE POWER SOURCE TO THE COMMERCIAL USE. WITH ONE ICM -600 MODULE INCLUDED. CONTROLLER(S). HUNTER WSS-SEN 18. AT EACH IRRIGATION CONTROLLER, INSTALL A "SECONDARY SURGE ARRESTER" TO THE INCOMING (120 VOLT) POWER SUPPLY WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, (INTERMATIC #AG2401 OR EQUAL). WS CONNECTS TO HUNTER X -CORE AND ACC CONTROLLERS, INSTALL A8 NOTED. INCLUDES GUTTER MOUNT BRACKET. MODULE NOT INCLUDED. 19. AT EACH IRRIGATION CONTROLLER, INSTALL AN "SUPPLEMENTARY EARTH GROUND GRID" WITH A MINIMUM OF TWO (2) 4" X 96" GROUNDING PLATES. TEST THE RESISTANCE TO EARTH PER NFPA STANDARD #780. A ACCEPTABLE EARTH GROUND SHOULD WATER METER 1" HAVE 15 OHMS OR LESS RESISTANCE. USE MORE PLATES OR GROUNDING RODS AS NEEDED TO ACHIEVE THE DESIRED RECLAIMED WATER METER, 28 GPM AT 60 PSI REQUIRED RESISTANCE READING. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 20. A RAIN SWITCH SHALL BE CONNECTED TO THE IRRIGATION CONTROLLER. THE SWITCH SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM MANUFACTURER'S RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL IRRIGATION MAINLINE: PVC SCHEDULE 40 "PURPLE" BE CONSIDERED IN LOCATING THE DEVICE. PIPE SLEEVE: PVC SCHEDULE 40 21. THE IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER DETAILING THE ACTUAL _ - - - _ - - - TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL INSTALLATION OF THE IRRIGATION SYSTEM, THE AS -BUILT DRAWINGS SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES, ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY WIRE SPLICES, SLEEVES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM PERMANENT FEATURES (BUILDINGS, EDGE SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES OF PAVEMENT, POWER POLES, FIRE HYDRANTS, ETC.). INCLUDE DEPTH OF COVER ON MAINLINE AND SLEEVES. BEYOND EDGES OF PAVING OR CONSTRUCTION. 22. NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE. IRRIGATION CONTRACTOR TO PROVIDE SUBMITTALS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 23. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHER WISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER Valve Callout MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE. Valve Number 1 -- Valve Flow # Valve Size H:\2017\FLT170031\LANDSCAPE ARCHITECTURE\DRAWINGS\PLAN SETS\FLT170031 LI2.DWG PRINTED BY: KSTEELE 928.17 @4,55 PM LAST SAVED BY: KSTEELE QTY 34 16 3 16 3 8 27 E 28 QTY 4 4,871 S.F. 3QTY 8 11 0 rTy � ti Z > WB--< ox >i4 oZ¢=rr' �5g 5 J �pF-1 Q ¢ O 0 i3 s♦�o♦ �C o Chep" <Z< UpO o�5 Oo Q� >Xo 7 wZZ>ZF0 .~.a=)XZ_jO 3% ¢ O O w ¢ ¢ W W mcoZuX ChWU m raw♦o V R� o - W`e� w ¢n 3fL 3:, < Za N[a wQQ Ww a6m U zZarnF® >¢ W0 _� U �el w H � x c6 ZW 0 00,E W -Z a Zg owWW 7 z w (� awo°O= U) w 0 w w 0 AE- � Z m Z Z Z ♦♦®o♦♦ a� REVISIONS REV DATE COMMENT BY 1 08/24/17 PERMIT COMMENTS KS 3 09/27/17 CLIENT COMMENTS KS L I tL.F.CHTECKED PERMIT SET CT No.: FLT170031 N BY: MR ED BY: KS 06/16/2017 : AS NOTED D.: LI1 LOCATION OF SITE 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD TM IM "I:`)h 0 H L E R ENGIINEERING4 820 NORTHDALE BLVD., SUITE 300B TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTH. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000551 ----- ------ CAP ° n a 6666 9 g n � d d . d d d STATE n° od°d OF °d°♦�pr� `'q "I PIPN //nd opd {d(°"�gnd A �~ °-Q4 s i a.I "" 09/27/17 '-SHEET TITLE: Ilil" R l \ I l ��" NOTES SCHEDULE DUl.E ;;MEET 111MBER: Ll -&01 TEXAS ROADHOUSE- SANFORD, FL FLORIDA PRODUCT APPROVALS PRODUCT TYPE MANUFACTURER MODEL #/SERIES APPR. NO. FL PRODUCT EXP. DATE MIAMI DADS MOA EXP. DATE E ER IOR DO RS OUTSWINGING COMMERCIAL DOOR STEELCRAFT H SERIES 17-0320.05 05-05-2018 OUTSWINGING COMMERCIAL DOOR STEELCRAFT H SERIES 15-0930.06 05-05-2020 SWINGING EXTERIOR DOOR ASSEMBLIES NYSTROM, INC. - FL 21058.1 N/A SWINGING EXTERIOR DOOR ASSEMBLIES SPECIAL -LITE SL -17 FL 21856.1 N/A SWINGING EXTERIOR DOOR ASSEMBLIES DETEX ADVANTEX 40 SERIES FL 19181 N/A 2 WALL PANELS STOREFRONT KAWNEER 451 FL 14287 - R4 ACT ROOFING PRODUCTS SINGLE PLY ROOF ON WOOD DURO-LAST 50 MIL N/A 13-1106,03 AUG. 22, 2017 FIRE RATED METAL ROOF ON WOOD METAL SALES MFG. CORP. ALUMINUM 5V -CRIMP FL 11560.1 - R2 N/A PRESSURE TREATED ROOF HATCH BILCO NB FL 15110.2 - R1 14-0708.07 ELECTRICAL ENGINEER PRE-ENGINEERED AC STANDS PRECISION ALUMINUM PRODUCTS ALUMA STAND FL 16921.2 - R2 E000 LC SYSTEM, INC EXTERIOR WALLS AHU BOHLER ENGINEERING EMERALD ENGINEERING, INC DUBILIN, OHIO FRP FIBERGLASS REINFORCED PLASTIC 3820 NORTHDALE BLVD, SUITE 300B 205 NORTH ARMENIA AVENUE, STE 102 CONTACT: KEVIN MULDOON TAMPA, FLORIDA 33624 TAMPA, FLORIDA 33609 PHONE: 614-235-9430 CONTACT: JAMES KELLEY, PE PHONE: 813-955-0300 (0) EMAIL: KMULDOON@LC-SYSTEMS.COM PHONE: 813-812-4100 (0) PHONE: 813-758-9808 (C) PHONE: 813-955-2323 (C) EMAIL: m.costello@emeraidmep.com PAINTED QUARRY TILE AL FIBER CEMENT SIDING AND SOFFIT ALLURA - PLANK/ PANED SOFFIT N/A • 14-1022.03 APR. 24, 2018 GALV SYMBOLS XWALL TYPE OIL EELEOVATION ELEVATION DATUM TAG 0,-, 1 DETAIL TAG # REVISION NUMBER A1.0 N FINISH> FINISH TAG W A1.0 E INTERIOR ELEVATION TAG KEYNOTE S ROOM 1N61,EXTERIOR ELEVATION TAG XXX ROOM TAG A1.0 1 101 A DOOR TAG A1.0)PLAN DETAIL TAG 1 BUILDING SECTION TAG O WINDOW TAG A1.0 ABBREVIATION 3 OWNER & CONSULTANTS IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER P000 A ANNEALED FEC 1 PS PRIMARY SCUPPER AC OWNER, FIXTURE SHEET, EQUIPMENT ARCHITECT STRUCTURAL ENGINEER FF 2 TEXAS ROADHOUSE DG ARCHITECTS HEES & ASSOCIATES, INC 6040 DUTCHMAN'S LANE 00 SOUTH ASHLEY DRIVE, SUITE 100 1381 FIFTH STREET LOUISVILLE, KY 40205 RMPA, FLORIDA 33602 SARASOTA, FLORIDA 34236 CONTACT: MONICA JONES, ONTACT: GREGG HOLDSWORTH, AIA CONTACT: KARL F. HEES P.E., S.I., RASCE ARCHITECTURAL DESIGN MANAGER HONE: 813-323-9233 PHONE: 941-955-4555 (0) POUNDS PER SQUARE FOOT ACT PHONE: 502-855-5561 (0) AX: 813-323-9238 PHONE: 941-387-5266 (C) EMAIL: Monica.Jones@TexasRoadhouse.com FAX: 941-955-9333 EMAIL: Karl@heesassociates.com FR FIRE RATED CIVIL LANDSCAPE ENGINEER MEHCANICAL, PLUMBING, HOOD EQUIPMENT PRESSURE TREATED AFF ELECTRICAL ENGINEER z E000 LC SYSTEM, INC GENERAL NOTES AHU BOHLER ENGINEERING EMERALD ENGINEERING, INC DUBILIN, OHIO FRP FIBERGLASS REINFORCED PLASTIC 3820 NORTHDALE BLVD, SUITE 300B 205 NORTH ARMENIA AVENUE, STE 102 CONTACT: KEVIN MULDOON TAMPA, FLORIDA 33624 TAMPA, FLORIDA 33609 PHONE: 614-235-9430 CONTACT: JAMES KELLEY, PE PHONE: 813-955-0300 (0) EMAIL: KMULDOON@LC-SYSTEMS.COM PHONE: 813-812-4100 (0) PHONE: 813-758-9808 (C) PHONE: 813-955-2323 (C) EMAIL: m.costello@emeraidmep.com PAINTED QUARRY TILE AL EMAIL: jkelley@bohlereng.com FRT FIRE RETARDANT TREATED SIGNAGE • ASPH FEDERAL HEALTH GALV GALVANIZED 6040 DUTCHMAN'S LANE STE 300 RADIUS REINFORCING BAR CJ LOUISVILLE, KY 40205 GYP BD GYPSUM BOARD CONTACT: STEVE MAESER REFERENCE CLNG PHONE: 502-515-7328 HC HANDICAP EMAIL: smaeser@FederalHealth.com CONSTRUCTION DETAILS CMU SYMBOLS XWALL TYPE OIL EELEOVATION ELEVATION DATUM TAG 0,-, 1 DETAIL TAG # REVISION NUMBER A1.0 N FINISH> FINISH TAG W A1.0 E INTERIOR ELEVATION TAG KEYNOTE S ROOM 1N61,EXTERIOR ELEVATION TAG XXX ROOM TAG A1.0 1 101 A DOOR TAG A1.0)PLAN DETAIL TAG 1 BUILDING SECTION TAG O WINDOW TAG A1.0 ABBREVIATION 3 PLUMBING IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER P000 A ANNEALED FEC FIRE EXTINGUISHER CABINET PS PRIMARY SCUPPER AC AIR CONDITIONING FF FINISH FLOOR PTF POUNDS PER SQUARE FOOT ACT ACOUSTIC CEILING TILE FR FIRE RATED PT PRESSURE TREATED AFF ABOVE FINISH FLOOR z E000 C-2 GENERAL NOTES AHU AIR HANDLING UNIT FRP FIBERGLASS REINFORCED PLASTIC PTD QT PAINTED QUARRY TILE AL ALUMINUM FRT FIRE RETARDANT TREATED • • ASPH ASPHALT GALV GALVANIZED R REBAR RADIUS REINFORCING BAR CJ CONTROL JOINT GYP BD GYPSUM BOARD REF REFERENCE CLNG CEILING HC HANDICAP C-8 CONSTRUCTION DETAILS CMU CONCRETE MASONRY UNIT HDW HARDWARE REQ'D RO REQUIRED ROUGH OPENING COL COLUMN HM HOLLOW METAL SB SPLASHBLOCK CONC CONCRETE HT HVAC HEIGHT HEATING, VENTILATION, AIR CONDITIONING Sim SIMILAR CONT CONTINUOUS INSUL INSULATION SPEC SPECIFICATION CPT CARPET MAX MAXIMUM SS STAINLESS STEEL CT CERAMIC TILE MECH MECHANICAL STL STEEL CL CENTERLINE MFR MANUFACTURER STOR STORAGE DBL DOUBLE IRRIGATION FS -6.0 SUSP SUSPENDED DF DRINKING FOUNTAIN MIN MINIMUM T TEMPERED DIA DIAMETER MO MASONRY OPENING TYP TYPICAL DIM DIMENSION MR MOISTURE RESISTANT NO UNLESS NOTED OTHERWISE DN DOWN AA 00 METAL VCT VINYL COMPOSITION TILE DS DOWNSPOUT NA NA NOT APPLICABLE VERT VERTICAL EA EACH NIC NOT IN CONTRACT WD WOOD EJ EXPANSION JOINT NOM NOMINAL WP WATERPROOF ELEC ELECTRICAL NTS SCALE NOTEN WWF WELDED WIRE FABRIC ELEV ELEVATION OC ON CENTER • *1 EQ EQUAL OPP OPPOSITE N N EXIST EXISTING OS OVERFLOW SCUPPER r � FD FLOOR DRAIN PF PRE -FABRICATED A-302 BUILDING SECTIONS FE FIRE EXTINGUISHER PLWD FIRE -RETARDANT TREATED PLYWOOD WALL SECTIONS • LOCATION MAP DRAWINGS DRAWINGS ISSUED SHEET # SHEET NAME o 0 0 GENERAL 3 PLUMBING IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER P000 N ICOVERSHEET • • LEVEL1 ABOVE GROUNDPLUMBING PLAN • G-010 LIFE SAFETY PLAN 10191 P501 PLUMBING DETAILS P601 CIVIL P901 PLUMBING RISER DIAGRAM -902 PLUMBING RISER DIAGRAM C-1 COVER SHEET • z E000 C-2 GENERAL NOTES • • ELECTRICAL FIRE ALARM LEGEND AND RISER C-3 SOIL EROSION CONTROL PHASE I & DEMO PLAN • • F- F - SITE LAYOUT PLAN • • LEVEL 1 - FIRE ALARM ELECTRICAL PLAN C-5 PAVING & GRADING PLAN • • Z C-6 UTILITY PLAN • • • COOKLINE HOOD HOOD SCHEDULE Lu w O • LC4 C-8 CONSTRUCTION DETAILS 16101 EQUPMENT UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE 55 EQUIPMENT PLAN EQ -2.0 EQUIPMENT SCHEDULE EQ -3.0 1 ALTA SURVEY 1 OF 2 KITCHEN ELEVATIONS 101 KITCHEN ELEVATIONS EQ -3.3 KITCHEN ELEVATIONS EQ -3.4 2 ALTA SURVEY 2 OF 2 NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. • KEY TO ELEVATIONS FS -2.0 ELECTRICAL ROUGH INS FS -2.1 F- U U FS -2.3 TELEPHONE LAYOUT LP -1.01 PLANTING PLAN • DIMENSIONED PLUMBING �. LP -5.01 U, • FS -5.0 • LP -6.01 PLANTING NOTES & SCHEDULE • INTERIOR ELEVATIONS • IRRIGATION FS -6.0 BAR DETAILS FS -6.1 BAR DETAILS LI -1.01 IRRIGATION PLAN • SODA SYSTEM • LI -5.01 IRRIGATION DETAILS 101 FS -9.1 • LI -6.01 IRRIGATION NOTES AND SCHEDULE 101• F000 ARCHITECTURAL F001 FIRE PROTECTION SITE PLAN F101 AA 00 FLOOR PLAN • • • a a O 61 16 A-120 ROOF PLAN w • A-130 REFLECTED CEILING PLAN • • • A-140 PLAN DETAILS • • • A-200 EXTERIOR ELEVATIONS • • • A-201 EXTERIOR ELEVATIONS • *1 10 A-202 I- • N N A-300 BUILDING SECTIONS • • r � � • • • A-302 BUILDING SECTIONS • N • A-310 WALL SECTIONS • • A-311 WALL SECTIONS • • A-312 WALL SECTIONS SHEET # SHEET NAME o 0 0 GENERAL SHEET NAME PLUMBING IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER P000 G-000 ICOVERSHEET • • LEVEL1 ABOVE GROUNDPLUMBING PLAN • G-010 LIFE SAFETY PLAN 10191 P501 PLUMBING DETAILS P601 CIVIL P901 PLUMBING RISER DIAGRAM -902 PLUMBING RISER DIAGRAM C-1 COVER SHEET • z E000 C-2 GENERAL NOTES • • ELECTRICAL FIRE ALARM LEGEND AND RISER C-3 SOIL EROSION CONTROL PHASE I & DEMO PLAN • • E102.1 C-4 SITE LAYOUT PLAN • • LEVEL 1 - FIRE ALARM ELECTRICAL PLAN C-5 PAVING & GRADING PLAN • • E602 C-6 UTILITY PLAN • • • COOKLINE HOOD HOOD SCHEDULE C-7 CONSTRUCTION DETAILS • • LC4 C-8 CONSTRUCTION DETAILS 16101 EQUPMENT UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE SURVEY EQUIPMENT PLAN EQ -2.0 EQUIPMENT SCHEDULE EQ -3.0 1 ALTA SURVEY 1 OF 2 KITCHEN ELEVATIONS 101 KITCHEN ELEVATIONS EQ -3.3 KITCHEN ELEVATIONS EQ -3.4 2 ALTA SURVEY 2 OF 2 NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. • KEY TO ELEVATIONS FS -2.0 ELECTRICAL ROUGH INS FS -2.1 LANDSCAPE FS -2.2 POS WIRING DIAGRAM FS -2.3 TELEPHONE LAYOUT LP -1.01 PLANTING PLAN • DIMENSIONED PLUMBING • LP -5.01 PLANTING DETAILS • FS -5.0 • LP -6.01 PLANTING NOTES & SCHEDULE • INTERIOR ELEVATIONS • IRRIGATION FS -6.0 BAR DETAILS FS -6.1 BAR DETAILS LI -1.01 IRRIGATION PLAN • SODA SYSTEM • LI -5.01 IRRIGATION DETAILS 101 FS -9.1 • LI -6.01 IRRIGATION NOTES AND SCHEDULE 101• F000 ARCHITECTURAL F001 FIRE PROTECTION SITE PLAN F101 AA 00 FLOOR PLAN • • • A-101 DUMPSTER PLANS • 61 16 A-120 ROOF PLAN • • A-130 REFLECTED CEILING PLAN • • • A-140 PLAN DETAILS • • • A-200 EXTERIOR ELEVATIONS • • • A-201 EXTERIOR ELEVATIONS • *1 10 A-202 EXTERIOR ELEVATIONS • • A-300 BUILDING SECTIONS • • • A-301 BUILDING SECTIONS • • • A-302 BUILDING SECTIONS • • • A-310 WALL SECTIONS • • A-311 WALL SECTIONS • • A-312 WALL SECTIONS • • • A-313 WALL SECTIONS • • • A-314 WALL SECTIONS • • • A-400 ENLARGED RESTROOM PLANS AND ELEVATION 01*1 • A-410 ENLARGED KITCHEN WALL • • • A-500 WALL DETAIL • • • A-501 ROOF DETAILS • • A-510 ROOF DETAILS• • • A-600 DOOR SCHEDULE AND DETAILS • • A-610 WINDOW AND ROOM FINISH SCHEDULE • • • A-620 PARTITION TYPES • • • STRUCTURAL S1 GENERAL NOTES & INFORMATION • S1.1 WIND LOAD DATA • S2 FOUNDATION PLAN • • 101 S3 ROOF FRAMING PLAN • S4 FOUNDATION DETAILS • • • S5 ROOF FRAMING DETAILS • SIS FRAMING ELEVATIONS • S7 FRAMING SECTIONS AND DETAILS • S8 FRAMING SECTIONS AND DETAILS • S9 DUMPSTER ENCLOSURE PLAN • • S10 SATELLITE & DUMPSTER ENCLOSURE DETAILS • MECHANICAL M000 HVAC LEGENDS AND NOTES • M101 LEVEL 1 HVAC PLAN • • M103 ROOF HVAC PLAN • M401 HVAC DUCTWORK SECTIONS • M501 HVAC DETAILS • M601 HVAC SCHEDULES or SHEET # SHEET NAME PLUMBING IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER P000 PLUMBING LEGENDS AND NOTES P101 LEVEL1 UNDERGROUND PLUMBING PLAN P102 LEVEL1 ABOVE GROUNDPLUMBING PLAN P103 ROOF PLUMBING PLAN P401 PLUMBING ENLARGED PLANS P501 PLUMBING DETAILS P601 PLUMBING SCHEDULES P901 PLUMBING RISER DIAGRAM -902 PLUMBING RISER DIAGRAM P903 PLUMBING RISER DIAGRAM ELECTRICAL z E000 ELECTRICAL LEGENDS AND NOTES E001 ELECTRICAL RISER DIAGRAM E002 ELECTRICAL FIRE ALARM LEGEND AND RISER E101 LEVEL 1 POWER ELECTRICAL PLAN E102 LEVEL 1 LIGHTING ELECTRICAL PLAN E102.1 LEVEL 1 LIGHTING ELECTRICAL SITE PLAN E103 ROOF ELECTRICAL PLAN E201 LEVEL 1 - FIRE ALARM ELECTRICAL PLAN E501 ELECTRICAL DETAILS E601 ELECTRICAL SCHEDULES E602 ELECTRICAL KITCHEN EQUIPMEMENT SCHEDULE LC SYSTEMS U LC1 COOKLINE HOOD HOOD SCHEDULE LC2 PREP HOOD LC3 DISH HOOD FAN SCHEDULE LC4 DETAILS & ELECTRICAL CONNECTIONS LC5 UL DUCT EQUPMENT UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE EQ -1.0 EQUIPMENT PLAN EQ -2.0 EQUIPMENT SCHEDULE EQ -3.0 KITCHEN ELEVATIONS EQ -3.1 KITCHEN ELEVATIONS EQ -3.2 KITCHEN ELEVATIONS EQ -3.3 KITCHEN ELEVATIONS EQ -3.4 KITCHEN ELEVATIONS FIXTURE NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. FS -1.0 KEY TO ELEVATIONS FS -2.0 ELECTRICAL ROUGH INS FS -2.1 CONDUIT LAYOUT FS -2.2 POS WIRING DIAGRAM FS -2.3 TELEPHONE LAYOUT FS -3.0 PLUMBING ROUGH INS FS -3,1 DIMENSIONED PLUMBING FS -3.2 UNDERGROUND PLUMBING FS -4.0 FINISHES FS -5.0 INTERIOR ELEVATIONS FS -5.1 INTERIOR ELEVATIONS FS -5.2 INTERIOR ELEVATIONS FS -5.3 INTERIOR ELEVATIONS FS -6.0 BAR DETAILS FS -6.1 BAR DETAILS FS -7.0 BEER SYSTEM FS -7.1 SODA SYSTEM FS -8.0 WALL CONSTR. FS -9.0 MILLWORK DETAILS FS -9.1 MILLWORK DETAILS FS -10.0 DECOR PLAN FIRE F000 FIRE PROTECTION LEGENDS AND NOTES F001 FIRE PROTECTION SITE PLAN F101 LEVEL 1 FIRE PROTECTION PLAN F501 FIRE PROTECTION DETAILS SIGNAGE N-1 SIGN DRAWINGS N-2 SIGN DRAWINGS N-3 SIGN DRAWINGS N-4 SIGN DRAWINGS am 30 a■ a0 30 a■ 30 a■ 30 30 ME 30 ME a■ an an ON ME a■ an an ME an ME a� GENERAL NOTES DRAWING 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND COMPREHENSION IN THE DIVISION OF THE WORK, AND THEIR RELATIONSHIP TO THE OTHER OR OTHER HANDICAP ACCESSIBILITY CODES. PRIOR TO START CONSTRUCTION, THE CONTRACTORS OR SECTIONS OF THE WORK, NO ALLOWANCE SHALL BE MORE, AFTER THE r N HAVE BEEN OBTAINED. NO CONSTRUCTION FABRICATION SHALL BEGIN UNTIL THE 9. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT CONTRACTOR HAS RECEIVED AND THOROGHLY REVIEWED ALL PLANS AND OTHER ALLALL EQUIPMENT, CABINETS, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES M m DEVICES REQUIRED. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS W REGARDING SCHEDULING AND SEQUENCING OF THE WORK. 10. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE 11. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO z IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL, AND WORKMANSHIP 12. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY H H Z INSPECTIONS AND CERTIFICATES OF OCCUPANCY. OUT OF THE OBVIOUS INTENTION, IS TO BE UNDERSTOOD AS "IMPLIED" AND IS TO w Liu w DESCRIBED OR DELINEATED. ANY DESCREPANCIES BETWEEN DRAWINGS AND GRADES AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL SPECIFICATIONS MUST BE REPORTED TO THE ARCHITECT FOR CORRECTION AND INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE IN INTERPRETATION BEFORE THE WORK IS EXECUTED. BASE BID. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. ALSO OBTAIN FINAL SITE ADDRESS. U U DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE ~ FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING FOR CLARIFICATION PRIOR W TO PROCEEDING WITH WORK. 1 6. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED 16. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING WITH ALL OF THE WORK OF THE TRADES. NOTIFY THE ARCHITECT IN WRITING FOR UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE w wa a 0 7. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY a r INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL, 17. ALL PLYWOOD REFERENCES TO BE FIRE RETARDANT -TREATED PLYWOOD. ti TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 18. ALL SHEATHING REFERENCES TO BE FIRE RETARDANT -TREATED PLYWOOD OR 8. DURING THE BIDDING PERIOD, ANY DISCREPANCIES, CONFLICTS, AND/OR INTERPRETATION NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. IN THE DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT PROMPTLY FOR 19. GENERAL CONTRACTOR SHALL PROVIDE AN AS -BUILT SET OF DRAWINGS TO THE CLARIFICATION. THE ARCHITECT SHALL ISSUE WRITTEN ADDENDA TO BIDDERS CLARIFYING SUCH MATTERS. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR ORAL INSTRUCTIONS. O O O am 30 a■ a0 30 a■ 30 a■ 30 30 ME 30 ME a■ an an ON ME a■ an an ME an ME a� GENERAL NOTES o 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL IT SHALL BE HELD THAT ALL BIDDERS HAVE EXAMINED ALL DOCUMENTS FOR THE PROPER BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND COMPREHENSION IN THE DIVISION OF THE WORK, AND THEIR RELATIONSHIP TO THE OTHER OR OTHER HANDICAP ACCESSIBILITY CODES. PRIOR TO START CONSTRUCTION, THE CONTRACTORS OR SECTIONS OF THE WORK, NO ALLOWANCE SHALL BE MORE, AFTER THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS BID OPENING, FOR MISUNDERSTANDING ON THE PART OF THE CONTRACTOR. HAVE BEEN OBTAINED. NO CONSTRUCTION FABRICATION SHALL BEGIN UNTIL THE 9. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT CONTRACTOR HAS RECEIVED AND THOROGHLY REVIEWED ALL PLANS AND OTHER ALLALL EQUIPMENT, CABINETS, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES Q m DEVICES REQUIRED. 2. GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S VENDORS W REGARDING SCHEDULING AND SEQUENCING OF THE WORK. 10. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE 11. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL, AND WORKMANSHIP 12. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY THROUGHOUT. ANY WORK OR MATERIAL WHICH IS NOT DIRECTLY NOTED IN THE LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH SPECIFICATIONS AND DRAWINGS, BUT IF NECESARY FOR THE PROPER CARRYING INSPECTIONS AND CERTIFICATES OF OCCUPANCY. OUT OF THE OBVIOUS INTENTION, IS TO BE UNDERSTOOD AS "IMPLIED" AND IS TO BE PROVIDED BY THE CONTRACTOR IN HIS PROPOSAL AS FULLY AS IF SPECIFFICALLY 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SITE CUT & FILL TO ATTAIN FINISH DESCRIBED OR DELINEATED. ANY DESCREPANCIES BETWEEN DRAWINGS AND GRADES AS INDICATED ON THESE DRAWINGS. GENERAL CONTRACTOR SHALL SPECIFICATIONS MUST BE REPORTED TO THE ARCHITECT FOR CORRECTION AND INCLUDE THE COST OF ANY TOPSOIL REQUIRED IN ADDITION TO THAT ON SITE IN INTERPRETATION BEFORE THE WORK IS EXECUTED. BASE BID. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE OF ALL THE UTILITY SERVICES FOR THE PROJECT. GENERAL CONTRACTOR SHALL DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. ALSO OBTAIN FINAL SITE ADDRESS. 5. CONTRACTOR TO VERIFY AND COORDINATE ALL NEW AND EXISTING CONDITIONS AND 15. GENERAL CONTRACTOR SHALL PERFORM A TOPOGRAPHIC SURVEY PRIOR TO DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES IN GRADES AS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE COMPARED TO EXISTING GRADES INDICATED ON CIVIL DRAWINGS. SUBMIT A COPY FOUND, THE ARCHITECT SHALL BE NOTIFIED IN WRITING FOR CLARIFICATION PRIOR OF TOPOGRAPHIC SURVEY TO ARCHITECT AND INDICATE ANY DISCREPANCIES ON TO PROCEEDING WITH WORK. 1 6. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND COORDINATED 16. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING WITH ALL OF THE WORK OF THE TRADES. NOTIFY THE ARCHITECT IN WRITING FOR UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE CLARIFICATION OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION OF STUD UNLESS OTHERWISE NOTED. "ALIGN" AS INDICATED ON THE DRAWING PRIOR TO PROCEEDING WITH WORK SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS, 7. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY PARTITIONS OR COLUMNS INDICATED. EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL, 17. ALL PLYWOOD REFERENCES TO BE FIRE RETARDANT -TREATED PLYWOOD. TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 18. ALL SHEATHING REFERENCES TO BE FIRE RETARDANT -TREATED PLYWOOD OR 8. DURING THE BIDDING PERIOD, ANY DISCREPANCIES, CONFLICTS, AND/OR INTERPRETATION NON-COMBUSTIBLE GYPSUM BOARD PRODUCT. IN THE DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT PROMPTLY FOR 19. GENERAL CONTRACTOR SHALL PROVIDE AN AS -BUILT SET OF DRAWINGS TO THE CLARIFICATION. THE ARCHITECT SHALL ISSUE WRITTEN ADDENDA TO BIDDERS CLARIFYING SUCH MATTERS. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR ORAL INSTRUCTIONS. OWNER AT THE END OF THE PROJECT. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W o w W �- O =M = O <C Q m <� W O O z� U a W Z w O Z F- W o w O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABIUTY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 2 RC 9-28-2017 PERMIT COMMENTS 2 3 RC 10-16-2017 OWNER REVISIONS PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6.2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE COVERSHEET SHEET NUMBER G-000 LIFE SAFETY PLAN 11 /8" = 1'-0" GENERAL NOTES. 1. PROVIDE KNOX BOX (MODEL 3265 SURFACE MOUNT OR MODEL 3274 RECESS MOUNT) ON BUILDING NEAR MAIN ENTRANCE AT A HEIGHT OF APPROXIMATELY 5'. COORDINATE LOCATION WITH FIRE DEPT. 2. PORTABLE FIRE EXTINGUISHERS MUST BE INSTALLED DURING CONSTRUCTION PER FLORIDA FIRE PREVENTION CODE NFPA 1. SEE EQ1 FOR LOCATION. 3. ADDRESS OF THE BUILDING IS TO BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET. SHOW ADDRESS NUMBERS BY MAIN ENTRANCE DOORS AS WELL AS ALL REAR DOORS. NUMERALS SHALL CONTRAST WITH BACKGROUND AND BE A MIN. 6" IN HEIGHT. 4. SEE FIXTURE SHEETS (FS) FOR LOCATIONS AND DETAILS OF WALL MURALS, SUBSTRATE TO BE 1/2" GYPSUM BOARD. 4 i EMERGENCY EXIT T.S. TACTILE SIGNAGE PER NEPA TOTAL OCCUPANCY NUMBER OF EXITS 101-7.10.13, SEE SHEET A04.0 FOR GROUP A-2 (ASSEMBLY) 376 MOUNTING INFORMATION EXIT SIGN FF—. ED FIRE EXTINGUISHER CONSTUCTION TYPE: V -B SPRINKLERED (FLORIDA BUILDING CODE 2014 5TH EDITION) 10 LB. UL RATED 4A:80B:C 1 EXTERIOR & INTERIOR BEARING WALLS 0 HOUR EXTERIOR NON-BEARING WALLS (TABLE 602) 0 HOUR INTERIOR NON-BERAING WALLS 0 HOUR F.E.K. FIRE EXTINGUISHER x' �• TOTAL TRAVEL DISTANCE EGRESS KITCHEN RATED (TABLE 1004.1.2 & SECTION 1004.7) K—. B_.] KNOX BOX. VERIFY LOCATION TOTAL DINING AREA (FIXED SEATS) WITH LOCAL MUNICIPALITY TO 281 SEATS WAITING 1:7) INSURE COMPLIANCE TTD x' COMMON PATH KITCHEN (1:200) 2501 S.F. OF TRAVEL © FIRE PULL STATION N400' K.H.S. KITCHEN HOOD SYSTEM - PROPOSED AREA 7,163 GSF ALOWABLE HEIGHT (SECT. 504.2) 60'-01' PRE-ENGINEERED FIRE ALLOWABLE STORIES (SECT. 504.2) 2 STORIES PROPOSED STORIES 1 STORY SUPPRESSION SYSTEM MINIMUM REQUIRED 2 EXITS -A --k�� LIFE SAFETY DATA OCCUPANCY GROUP OCCUPANCY LOAD TOTAL OCCUPANCY NUMBER OF EXITS MAX. TRAVEL DISTANCE GROUP A-2 (ASSEMBLY) 376 376 3 250' CODE INFORMATION JURISDICTION: CITY OF SANFORD, FLORIDA APPLICABLE CODES • FLORIDA BUILDING CODE, 5TH EDITION (2014) • 2014 (5TH EDITION) FLORIDA BUILDING CODE MECHANICAL • 2014 (5TH EDITION) FLORIDA BUILDING CODE PLUMBING • 2014 (5TH EDITION) FLORIDA BUILDING CODE FUEL GAS • 2014 (5TH EDITION) FLORIDA ACCESSIBILITY CODE • 2014 (5TH EDITION) NATIONAL ELECTRICAL CODE • FLORIDA FIRE PREVENTION CODE 5TH EDITION PROJECT DATA OCCUPANCY- GROUP A2 (ASSEMBLY) CONSTUCTION TYPE: V -B SPRINKLERED (FLORIDA BUILDING CODE 2014 5TH EDITION) FIRE RESISTANCE REQUIREMENTS - TYPE V -B (TABLE 601) STRUCTURAL FRAME 0 HOUR EXTERIOR & INTERIOR BEARING WALLS 0 HOUR EXTERIOR NON-BEARING WALLS (TABLE 602) 0 HOUR INTERIOR NON-BERAING WALLS 0 HOUR FLOOR CONSTRUCTION 0 HOUR FLOOR CONSTRUCTION 0 HOUR ROOF CONSTRUCTION 0 HOUR EGRESS INTERIOR OCCUPANT LOAD CALCULATION (TABLE 1004.1.2 & SECTION 1004.7) OCCUPANCY LOAD AREA TOTAL DINING AREA (FIXED SEATS) 4083 S.F. 281 SEATS WAITING 1:7) 579 S.F. 82 PERSONS KITCHEN (1:200) 2501 S.F. 13 PERSONS TOTAL INTERIOR 7163 S.F. 376 PERSONS ALLOWABLE HEIGHT AND AREAS - TABLE 503 ALLOWABLE AREA 24,000 GSF PROPOSED AREA 7,163 GSF ALOWABLE HEIGHT (SECT. 504.2) 60'-01' PROPOSED HEIGHT 28'-0" ALLOWABLE STORIES (SECT. 504.2) 2 STORIES PROPOSED STORIES 1 STORY EXIT REQUIREMENTS (TABLE 1021.1) MINIMUM REQUIRED 2 EXITS EXITS PROVIDED 3 EXITS INTERIOR FINISHES (TABLE 803.9) EXIT ENCLOSURES, EXIT PASSAGEWAYS, AND CORRIDORS CLASS B ROOMS AND ENCLOSED SPACES CLASS C EXITING AND EXIT ARRANGEMENT EXIT DISTANCE REQUIREMENT W/ FIRE PROTECTION (1015.2.1) DIAGONAL DIMENSION OF BUILDING 1/3 DIAGONAL DIMENSION MIN. (SPRINKLERED) 39 FEET ACTUAL SEPARATION PROVIDED 93 FEET EXIT ACCESS TRAVEL DISTANCE BEgUIR D PROVIDED 200' MAX 113'-0" MAX (TABLE 1016.1 AND 1028.7) COMMON PATH OF TRAVEL (1014.3) 75' MAX - DEAD END CORRIDOR (1018.4) 20' MAX N/A CORRIDOR WIDTH (1018.2 44" MIN 53" MIN EXIT WIDTH (1005.1) 57" REQ'D 150" 376 OCCUPANTS x0.15"/OCCUPANTS = (36" MIN) (PROVIDED) PLUMBING FIXTURES REQUIREMENTS (TABLE 403.1) PLUMBING FIXTURE COUNT MALE/FEMALE REQUIREMENTS MALE (PROVIDED) FEMALE (PROVIDED) OCCUPANCY LOAD/ 2 376/2 = 188 EA - - WATER CLOSET (1:75) 188/75 = 2.51 = 3 REQUIRED EA 1 W.C. 3 W.C. URINALS (2/3 SUBSTITUTION 3 X.667 = 2 = 2 URNIALS N/A ALLLOWED) 2 ALLOWED LAVATORIES (1:200) 188/200 = .94 1 REQUIRED EA 3 LAVS. 3 LAYS. UNISEX RESTROOMS 1 REQUIRED WHEN 1 W:C. + (6) W.C. ARE REQ'D 1 LAV. 3 W.C. 3 W.C. TOTAL W.C. REQUIRED 7 W.C. 1 UNISEX W.C. DRINKING FOUNTAINS (1 PER 1,000) 0 REQUIRED SERVICE SINK (1 PER) 1 REQUIRED PER 1 PROVIDED PER RESTROOMS (1109.2.2 & .3) ACCESSIBLE FIXTURES (W.C. & LAVS) 1 REQUIRED IN EA 1 PROVIDED IN EA 1 ACCESSIBILE SEATING (1109.11) 5% OF SEATING WITH MIN. = 1 281 X.05 = 15 REQUIRED architectsb d 9 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W o UJ I O M r O< Q m 0 o zLL CL c) o UJ U) Z O �z W q) THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS )HEREINAFTER PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABWTY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL o_p Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 AC 08-24-2017 PERMIT COMMENTS PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: SS CHECKED BY: SS SHEET TITLE LIFE SAFETY PLAN SHEET NUMBER G-01 0 � .�. _I_ I � I _ _. I ___ I"; ROOF PLAN - DUMPSTER 3 1/411 = 1'-0" ROUNDED CONCRETE TOP PAINTED 4X4X1/4 STEEL PLATE ° 4 .. — 7" DIA. LOOSE PIPE: WELD 4X6 PLATE ROUNDED M ° CONCRETE TOP PAINTED 7" DW. LOOSE PIPE: WELD TO 6" DIA. PIPE 6" DIAMETER F_ m m 1 1/2" TYPE B DECKING r- STANDARD STEEL PIPE PAINTED WITH 6" DIAMETER CONCRETE FILL �r STANDARD STEEL PIPE PAINTED WITH ' CONCRETE FILL ° °b 2x2x2/16" TUBE FRAME & CROSS 7" DIA. LOOSE PIPE: c a F� BRACING WELD TO 6" DIA. PIPE PAVING OR 4X4X1/4 STEEL 4,. CONCRETE SLAB, P < PLATE a° SEE CIVIL FOR GRADE PAVING OR a INFORMATION CONCRETE SLAB, SEE CIVIL FOR GRADE INFORMATION I'm • M C> �J C..% - °i' _ v C > C C V J 4,°', ,•� d, °•,� d C.a L CONCRETE JOINT FILLER o d': �, ° -.' — CONCRETE JOINT FILLER — _ MINIMUM 18"°a ° MINIMUM 18.. DIAMETER — ; . ° DIAMETER CONCRETE CONCRETE FOOTING.FOOTING. I MINIMUM 6" ,, d: a:: �, "-'; — __ MINIMUM 6" BELOW BOTTOM — - — ° ° .„ ° — BELOW BOTTOM OF PIPE I_ OF PIPE — 9..T79 9.. 9.� _ DETAIL AT PIPE BOLLARD FOR DUMPSTER GATES & A-302 4 DUMPSTER BOLLARDS 3-14 12'-0" 12'-0" 15'-41/4 00 Bo N cO i h O M 30 13 0 A.7 30 A.8 in FC 23 10'-0" 8'-31/8" 51- 14 O - M I 00 27 I ti 003 33 13 34 2 1 V- 4 3/8" 7 5/8" 11' - 4 3/8" 18' - 11 1/2' 3 35 0 { 3. '-27/8" 4'-4" 7'-2" 4'-4 FLOOR PLAN - DUMPSTER -1/4'= 1'-0" ROOF PLAN NOTES 1 LIGHT FIXTURE, SEE ELECTRICAL 2 8" HIGH X 12" WIDE OVERFLOW SCUPPER IN WALL DIRECTED TO SPILL ON GRADE, SEE DETAIL 1/A510 3 PROVIDE TAPERED INSULATION AT CRICKETS BETWEEN ROOF DRAINS, TYP. 4 EXTEND 4" DOWNSPOUT DOWN INSIDE WALL & CONNECT TO STORM DRAIN - REFER TO PLUMBING 5 PARAPET WALL, SEE SECTIONS/ELEV. FOR HEIGHTS, SEE DETAIL 4/A510 6 REFER TO LC SYSTEM DRAWINGS TO CONFIRM LOCATION OF CURBS FROM WALL BEHIND EXHAUST FANS BELOW 7 ROOF DRAIN ZURN'S Z121, SEE DETAIL 9/A510 8 30" X 36" BILCO, ROOF HATCH, TYPE NEI 9 SINGLE -PLY ROOFING ON 4" RIGID INSULATION ON 2X BRACING, SEE STRUCTURAL 10 WALKWAY PAD AT ROOF EQUIPMENT, TYP. 11 METAL ROOF TO WALL FLASHING, TYP. AT ALL SLOPED METAL ROOFS, SEE DETAIL 1/A500 12 5" METAL GUTTER COLOR TO MATCH WOOD TRIM, SEE ELEVATIONS & RCP FOR DOWNSPOUT LOCATIONS 13 5 RIB V -GROOVE METAL ROOF 14 SINGE PLY ROOFING 15 CONTINUIOUS RIDGE VENT 16 SATELITE DISH 17 4" WIDE X 24" LONG SOFFIT VENT - (NFA MIN. 218 S.I.) 18 INSTALL ALUMA STAND, CONDENSER STAND BY PRECISION ALUMINUM PRODUCTS AT CONDENSERS 19 FLAG POLE, OWNER SUPPLIED 20 REFRIGERANT LINE, SEE DETAIL 8/A510. 21 FLAGPOLE ROPE CLEAT/EYELET. OWNER PROVIDED 22 FROST PROTECTED HOSE BIB, SEE PLUMBING RCP NOTE 1 CEILING MOUNTED HEATER, SEE MECHANICAL 2 CORRUGATED METAL CEILING ON 2X6 RAFTERS AT 16" O.C. 3 5-V GROOVE METAL ROOF 4 FAN - FORCED CEILING HEATER- SEE MECHANICAL 5 (3) 2X8 BEAM WRAPPED WITH 1X CEDAR TRIM 6 STEEL BEAM, PAINT ALL EXPOSED SURFACES BLACK, SEE STRUCTURAL 7 LIGHT FIXTURE, INSTALL BLOCKING AS REQUIRED, SEE ELECTRICAL 8 NOT USED 9 1X4 WOOD FURRING STRIP AT 24" O.C. 10 2"X8" LEDGER 11 STAR STRUCTURE CENTERED OVER BAR BELOW - BOTTOM OF STRUCTURE AT 10'-6" A.F.F. SEE SECTIONS 12 LED STRIP LIGHTS TO BE MOUNTED AT STAR PERIMETER (ALL FOUR SIDES). 13 TURN CEILING DOWN ONTO TOP OF ELECTRICAL PANEL UNIT - VERIFY SIZE OF MDP PANEL 14 EXTERIOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL 15 WALL PACK 16 NOMINAL 2"X8" CEDAR RAFTERS 24" O.C. 17 NOMINAL 2X10 CONTINUOUS 18 NOMINAL 2"X6" RAFTERS AT 24" O.C., NATURAL FINISH 19 CENTER ON WALL 20 4" DOWNSPOUT COLOR TO MATCH ADJACENT WALL 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W o ' 21 1/4" FIBER CEMENT SOFFIT (PRE -FINISHED CEDAR, STAINED) 22 4" WIDE CONTINUOUS SOFFIT VENT. (NFA MIN = 144 S.I.) THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR W I�- O M = OQ Q m ELEVATIONS Q WO O zLL L.L.. o o /'� V) LLI Z w 0 BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS �z F FIXTURE, W o O 26 KITCHEN HOOD, SEE LC DRAWINGS ' 21 1/4" FIBER CEMENT SOFFIT (PRE -FINISHED CEDAR, STAINED) 22 4" WIDE CONTINUOUS SOFFIT VENT. (NFA MIN = 144 S.I.) THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR 24 5" METAL GUTTER COLOR TO MATCH WOOD TRIM, SEE USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 30 ELEVATIONS ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 25 4" DIAMETER VINYL SOFFIT VENT, 6"AWAY WHEN NEXT TO LIGHT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS FIXTURE, WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL 26 KITCHEN HOOD, SEE LC DRAWINGS OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND I P N NOTES COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR L.� l RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER 1 5'-6" LOW WALL DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR 2 4'-4" LOW WALL DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION; SCHEDULING Bo 3 RAISED CONCRETE AT 5" A.F.F- REFER TO STRUCTRAL AND CONFORMANCE OF ITS WORK AND ALL K PER�ORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE D SIGN DOCUMENTS. 4 5" RISER 5 CEDAR TRIM AT AT POS STATION, SEE FS SEAL 6 9" RISER 7 ELECTRICAL PANEL LOCATION, SEE ELECTRICAL 8 5/4 X 4" CEDAR CORNER TRIM, SEE DETAIL 6/A140 9 5/4 X CEDAR END CAP, SEE DETAIL 2/A140 10 APPROVED OCCUPANCY LOAD SIGN. SIGNS SHALL BE DURABLE & SHALL INDICATE THE NUMBER OF OCCUPANTS PERMITTED FOR EACH ROOM USE 11 FULL BRICK VENEER 30 12 MURAL LOCATION, GYPSUM SHEATHING WITH 5/4" X 4" CEDAR TRIM. SEE FS SHEETS FOR SIZE AND LOCATION 13 8"X8"X16'" SPLIT FACE CMU. PAINT, SEE EXTERIOR FINISH SCHEDULE 14 OPENING AT BOTTOM OF WALL, 8"X16" ! / 15 ALL RESTROOM WALLS TO HAVE SOUND BATT INSULATION, TYP Architect of Record 16 1/2" PLYWOOD FULL HEIGHT TO DECK ON ONE SIDE OF EACH Gregg A. Holdsworth, AIA, LEED AP OFFICE WALL FL License # AR0017669 B.6 C.1 4 17 4"X 4" CEDAR WRAPPED POST ISSUE BY DATE DESCRIPTION 18 COLUMN, CEDAR WRAPPED TO DECORATIVE CEILING (PAINT ALL 1 RC 08-24-2017 PERMIT COMMENTS EXPOSED AREAS BLACK) - SEE STRUCTURAL. 3 RC 10-16-2017 CONSTRUCTION SET 53/811 81.6 5/8" 5'- 1 7/8" 115/11 19 6X6 HANDRAIL, SEE 14/A400. 20 4X4 TREATED POST, SEE STRUCTURAL. 5/4" X 5 PREFINISHED 30 FIBER CEMENT TRIM, STAIN 30 33 14 . 23 21 GALVANIZED CHAIN LINK FENCE TO UNDERSIDE OF ROOF 'a OVERHANG, 9'-0" V.I.F. 33 22 TV LOCATION, AT FURRING ADD BLOCKING AS REQUIRED, SEE ELECTRICAL, SEE FS SHEETS FOR SIZE AND LOCATION — 23 4" METAL DOWNSPOUT, COLOR TO MATCH ADJACENT WALL 24 GYPSUM BOARD BEHIND COOLERS TO BOTTOM OF DECK 13 o 25 4" STYROFOAM SQUARE EDGE ASTM C578 TYPE IV @ SLAB I ' UNDER ALL COOLERS/FREEZER PROJECT INFORMATION BLOCK 14'- 8 5/8" 7 5/8" 26 ACCESSIBLE CONCRETE RAMP JOB # 170018 27 CHANGE IN SLAB ELEVATION, SEE STRUCTURAL COVERED DATE: 07-6-2017 DRAWN BY: RC EQUIPMENT I r 28 AT FLOOR DRAINS SLOPE ONLY AT IMMEDIATE AREA OF FLOOR C) FINISH TO DRAIN 141-011 AREA 1 - 29 HOOD LOCATION, SEE MECHANICAL AND LC SYSTEMS CHECKED BY: SS A-300 002 02 30 BOLLARD LOCATION, SEE DETAIL 4/A101 31 SEE SHEET A410 FOR MORE INFORMATION SHEET TITLE 1 /A-100 32 RUN SILIKAL FINISH UP WALL TO 48" A.F.F. AT MOP SINK iZ 33 STEEL COLUMN, SEE STRUCTURAL T 5 CT METER LOCATION. 3 DUMPSTER PLANS 3 3 24 SHEET NUMBER A-1 01 .':;:f. '.. ,.�.. t f��4i. k��y nEl 1111111111110 2/A-101 A-302 OFFICE MECHANICAL F__l 3-7 113 FRE ER BEER COOLER COOLER 110 12 122 119 A io 4 C14 o'. 1,5-314) 0 1/4([Fy� ci.............. COLD PRE 115 25 25 3' 011 0 mop Q 2 2'X4' SUSPENDED VINYL COATED jTiTl,Qlq� 11011 RCP GENERAL NOTES 19 u: 1. REFLECTED CEILING PLAN IS SHOWN FOR GENERAL LAYOUT PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ALL FIXTURES, DIFFUSERS AND REQUIREMENTS 2. DO NOT USE SPECIAL SHAPED SHADOW STEP WALL MOULDINGS. USE ONLY "L" SHAPED AND FIELD CUT REVEALS IN TILES AS REQUIRED CC I 3. WALK -IN BOX LIGHTS SUPPLIED 6 A�CC��UELV - 'R� A CITOR C CT( MOUNTED & INSTALLED BY ELECTR A C 4. FIXTURE F13 (RAMP LIGHT) TO BE MOUNTED AT 8 O.C. A.F.F. 5. ALL ACT TILE GRIDS TO BE INSTALLED CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE 6. ALL RCP DIMENSIONS ARE TO THE FINISH FACE OF GYPSYM BOARD UNLESS OTHERWISE NOTED DINING AREA -301 5 2.3 21 18 2 bo 7 co 00 P- 2# 6 1/2" 2'X2' SUSPENDED VINYL COATED GYPSUM BOARD CEILING WITH IWIMINNIM 'ii MM01=10 ONE r 0 imimimimimimimim F1 SINGLE FLOURESCENT LIGHTING FIXTURE APPROXIMATELY TO SCALE. 0 EYEBALL LIGHT 0 LED DOWN LIGHT 0 DOWNLIGHTREMOTE EMERGENCY LIGHT FIXTURE EMERGENCY LIGHTING UNIT OIT52F�! 11--irAF.F. Li ME DIRECTIONAL. EXIT LIGHT WALL MOUNTED LIGHT CO PENDANT LIGHT CEILING FAN E1 EXHAUST HOOD LIGHT Q LED EXHAUST HOOD LIGHT DIFFUSERS - SEE REFLECTED CEILING PLAN NOTE #5 PAINT BLACK IN: DINING (200), BAR (106), LOUNGE (400), WAITING AREA 105 LOBBY KITCHEN AREAS, OFFICE & z RESTROOMS PATTERN INDICATES 5-V GROOVE METAL ROOF ABOVE TRELLIS LIMA ti GYPSUM BOARD @ RESTROOMS 101 I 12 C� 19 LD 20 10'-6" ID In u: 0 - T-61/2" 1 1-211 71-101l 11-2" 4' - 0 3/4" 10 6" 2 - e= C 1 -1 # O ,• 1 ' 1 �® 'C,il� 3' 011 0 16 DINING AREA 1 0. T- F 300 5 ti 2'. T' Ll 6 1/2" wo 0_ rr 25 25 2021 20 A (FBI REFLECTED CEILING PLAN 4 21 B 25 7 19 COOKLINE 26 F 1-18-1 91-011 1 PICK-UP AIZEA MEAT COOLER 120 16 Q 2 2'X4' SUSPENDED VINYL COATED jTiTl,Qlq� 11011 RCP GENERAL NOTES 19 u: 1. REFLECTED CEILING PLAN IS SHOWN FOR GENERAL LAYOUT PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ALL FIXTURES, DIFFUSERS AND REQUIREMENTS 2. DO NOT USE SPECIAL SHAPED SHADOW STEP WALL MOULDINGS. USE ONLY "L" SHAPED AND FIELD CUT REVEALS IN TILES AS REQUIRED CC I 3. WALK -IN BOX LIGHTS SUPPLIED 6 A�CC��UELV - 'R� A CITOR C CT( MOUNTED & INSTALLED BY ELECTR A C 4. FIXTURE F13 (RAMP LIGHT) TO BE MOUNTED AT 8 O.C. A.F.F. 5. ALL ACT TILE GRIDS TO BE INSTALLED CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE 6. ALL RCP DIMENSIONS ARE TO THE FINISH FACE OF GYPSYM BOARD UNLESS OTHERWISE NOTED DINING AREA -301 5 2.3 21 18 2 bo 7 co 00 P- 2# 6 1/2" 16 DINING AREA 1 0. T- F 300 5 ti 2'. T' Ll 6 1/2" wo 0_ rr 25 25 2021 20 A (FBI REFLECTED CEILING PLAN 4 21 B 25 7 19 COOKLINE 26 F 1-18-1 91-011 1 PICK-UP AIZEA MEAT COOLER 120 Em M106 P, FAA4611 C 1 1r J Id NEI IIIIIIIIIIIIIIIII11w 'A 20 25 7 2.9 7 25 RCP NOTE 1 CEILING MOUNTED HEATER, SEE MECHANICAL 2 CORRUGATED METAL CEILING ON 2X6 RAFTERS AT 16" O.C. 3 5-V GROOVE. METAL ROOF 4 FAN - FORCED CEILING HEATER- SEE MECHANICAL 5 (3) 2X8 BEAM WRAPPED WITH IX CEDAR TRIM 6 STEEL BEAM, PAINT ALL EXPOSED SURFACES BLACK, SEE STRUCTURAL 7 LIGHT FIXTURE, INSTALL BLOCKING AS REQUIRED, SEE L T 8 NOT USED 1 0 URRING STRIP AT 24" O.C. 10 2"X8" LEDGER 11 STAR STRUCTURE CENTERED OVER BAR BELOW - BOTTOM OF STRUCTURE AT 10'-6" A.F.F. SEE SECTIONS 12 LED STRIP LIGHTS TO BE MOUNTED AT STAR PERIMETER (ALL FOUR SIDES). 13 TURN CEILING DOWN ONTO TOP OF ELECTRICAL PANEL UNIT - VERIFY SIZE OF MDP PANEL 14 EXTERIOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL 15 WALL PACK 16 NOMINAL 2"X8" CEDAR RAFTERS 24" O.C. 17 NOMINAL 2XI0 CONTINUOUS 18 NOMINAL 2"X6" RAFTERS AT 24" O.C., NATURAL FINISH 19 CENTER ON WALL 20 4" DOWNSPOUT, COLOR TO MATCH ADJACENT 21 1/4" FIBER CEMENT SOFFIT (PRE -FINISHED CEDAR, STAINED) 22 4" WIDE CONTINUOUS SOFFIT VENT. (NFA MIN =144 S.I.) 24 51, METAL GUTTER COLOR TO MATCH WOOD TRIM, SEE ELEVATIONS 25 4" DIAMETER VINYL SOFFIT VENT, 6"AWAY WHEN NEXT TO LIGHT FIXTURE. 26 KITCHEN HOOD, SEE LC DRAWINGS 16 - In 2 2'X4' SUSPENDED VINYL COATED jTiTl,Qlq� 11011 RCP GENERAL NOTES Em M106 P, FAA4611 C 1 1r J Id NEI IIIIIIIIIIIIIIIII11w 'A 20 25 7 2.9 7 25 RCP NOTE 1 CEILING MOUNTED HEATER, SEE MECHANICAL 2 CORRUGATED METAL CEILING ON 2X6 RAFTERS AT 16" O.C. 3 5-V GROOVE. METAL ROOF 4 FAN - FORCED CEILING HEATER- SEE MECHANICAL 5 (3) 2X8 BEAM WRAPPED WITH IX CEDAR TRIM 6 STEEL BEAM, PAINT ALL EXPOSED SURFACES BLACK, SEE STRUCTURAL 7 LIGHT FIXTURE, INSTALL BLOCKING AS REQUIRED, SEE L T 8 NOT USED 1 0 URRING STRIP AT 24" O.C. 10 2"X8" LEDGER 11 STAR STRUCTURE CENTERED OVER BAR BELOW - BOTTOM OF STRUCTURE AT 10'-6" A.F.F. SEE SECTIONS 12 LED STRIP LIGHTS TO BE MOUNTED AT STAR PERIMETER (ALL FOUR SIDES). 13 TURN CEILING DOWN ONTO TOP OF ELECTRICAL PANEL UNIT - VERIFY SIZE OF MDP PANEL 14 EXTERIOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL 15 WALL PACK 16 NOMINAL 2"X8" CEDAR RAFTERS 24" O.C. 17 NOMINAL 2XI0 CONTINUOUS 18 NOMINAL 2"X6" RAFTERS AT 24" O.C., NATURAL FINISH 19 CENTER ON WALL 20 4" DOWNSPOUT, COLOR TO MATCH ADJACENT 21 1/4" FIBER CEMENT SOFFIT (PRE -FINISHED CEDAR, STAINED) 22 4" WIDE CONTINUOUS SOFFIT VENT. (NFA MIN =144 S.I.) 24 51, METAL GUTTER COLOR TO MATCH WOOD TRIM, SEE ELEVATIONS 25 4" DIAMETER VINYL SOFFIT VENT, 6"AWAY WHEN NEXT TO LIGHT FIXTURE. 26 KITCHEN HOOD, SEE LC DRAWINGS 0 LOUNGE 12 X% C? 12'- TAF.F. 60 u 400 co C=r-- 4; 7T u zo 11'-(rAF.F. w moi, ll 25 Niall MIN MIE 16 2 2'X4' SUSPENDED VINYL COATED 014> RCP GENERAL NOTES 19 4 1. REFLECTED CEILING PLAN IS SHOWN FOR GENERAL LAYOUT PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ALL FIXTURES, DIFFUSERS AND REQUIREMENTS 2. DO NOT USE SPECIAL SHAPED SHADOW STEP WALL MOULDINGS. USE ONLY "L" SHAPED AND FIELD CUT REVEALS IN TILES AS REQUIRED CC I 3. WALK -IN BOX LIGHTS SUPPLIED 6 A�CC��UELV - 'R� A CITOR C CT( MOUNTED & INSTALLED BY ELECTR A C 4. FIXTURE F13 (RAMP LIGHT) TO BE MOUNTED AT 8 O.C. A.F.F. 5. ALL ACT TILE GRIDS TO BE INSTALLED CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE 6. ALL RCP DIMENSIONS ARE TO THE FINISH FACE OF GYPSYM BOARD UNLESS OTHERWISE NOTED DINING AREA -301 5 2.3 21 18 2 100 0 LOUNGE 12 X% C? 12'- TAF.F. 60 u 400 co C=r-- 4; 7T u zo 11'-(rAF.F. w moi, ll 25 Niall MIN MIE 16 2'X4' SUSPENDED VINYL COATED 014> 19 #-Off Lu DINING AREA 21-711 100 7 co 00 P- 2# 6 1/2" 2'X2' SUSPENDED VINYL COATED GYPSUM BOARD CEILING WITH IWIMINNIM 'ii MM01=10 RESTROOMS & PASSAGE AREAS). r imimimimimimimim F1 SINGLE FLOURESCENT LIGHTING FIXTURE APPROXIMATELY TO SCALE. 0 EYEBALL LIGHT 0 LED DOWN LIGHT 0 DOWNLIGHTREMOTE EMERGENCY LIGHT FIXTURE EMERGENCY LIGHTING UNIT OIT52F�! 11--irAF.F. Li ME DIRECTIONAL. EXIT LIGHT WALL MOUNTED LIGHT CO PENDANT LIGHT CEILING FAN E1 EXHAUST HOOD LIGHT Q LED EXHAUST HOOD LIGHT DIFFUSERS - SEE REFLECTED CEILING PLAN NOTE #5 PAINT BLACK IN: DINING (200), BAR (106), LOUNGE (400), WAITING AREA 105 LOBBY KITCHEN AREAS, OFFICE & z RESTROOMS PATTERN INDICATES 5-V GROOVE METAL ROOF ABOVE TRELLIS ti GYPSUM BOARD @ RESTROOMS 101 I 12 C� 19 LD 20 10'-6" ID In u: 0 - T-61/2" 1 1-211 71-101l 11-2" 4' - 0 3/4" 10 6" 2 - e= C 1 -1 # 0 LOUNGE 12 X% C? 12'- TAF.F. 60 u 400 co C=r-- 4; 7T u zo 11'-(rAF.F. w moi, ll 25 Niall MIN MIE 5 M 16 2'X4' SUSPENDED VINYL COATED 014> 19 #-Off Lu DINING AREA 21-711 100 7 co 00 P- 2# 6 1/2" 2'X2' SUSPENDED VINYL COATED GYPSUM BOARD CEILING WITH IWIMINNIM 'ii MM01=10 RESTROOMS & PASSAGE AREAS). r imimimimimimimim APPROXIMATELY TO SCALE. SINGLE FLOURESCENT LIGHTING FIXTURE APPROXIMATELY TO SCALE. 0 EYEBALL LIGHT 0 LED DOWN LIGHT 0 DOWNLIGHTREMOTE EMERGENCY LIGHT FIXTURE EMERGENCY LIGHTING UNIT TRACK LIGHT ME DIRECTIONAL. EXIT LIGHT WALL MOUNTED LIGHT CO PENDANT LIGHT CEILING FAN E1 EXHAUST HOOD LIGHT HIM LED EXHAUST HOOD LIGHT DIFFUSERS - SEE REFLECTED CEILING PLAN NOTE #5 PAINT BLACK IN: DINING (200), BAR (106), LOUNGE (400), WAITING AREA 105 PAINT TO MATCH CEILING IN: KITCHEN AREAS, OFFICE & z RESTROOMS PATTERN INDICATES 5-V GROOVE METAL ROOF ABOVE TRELLIS PATTERN INDICATES GYPSUM BOARD @ RESTROOMS In ------- 5 M r A 11 25 20 25 25 21 4 21 7 21 CEILING LEGEND 16 2'X4' SUSPENDED VINYL COATED 014> 19 #-Off Lu DINING AREA 21-711 100 7 co 00 P- 2# 6 1/2" r A 11 25 20 25 25 21 4 21 7 21 CEILING LEGEND SYMBOL DESCRIPTION 2'X4' SUSPENDED VINYL COATED GYPSUM BOARD CEILING WITH ALUMINUM KITCHEN). 7 2'X2' SUSPENDED VINYL COATED GYPSUM BOARD CEILING WITH ALUMINUM CLAD GRID (IN RESTROOMS & PASSAGE AREAS). r L URESCENT LIGHTING FIXTURE APPROXIMATELY TO SCALE. SINGLE FLOURESCENT LIGHTING FIXTURE APPROXIMATELY TO SCALE. 0 EYEBALL LIGHT 0 LED DOWN LIGHT 0 DOWNLIGHTREMOTE EMERGENCY LIGHT FIXTURE EMERGENCY LIGHTING UNIT TRACK LIGHT ME DIRECTIONAL. EXIT LIGHT WALL MOUNTED LIGHT CO PENDANT LIGHT CEILING FAN E1 EXHAUST HOOD LIGHT HIM LED EXHAUST HOOD LIGHT DIFFUSERS - SEE REFLECTED CEILING PLAN NOTE #5 PAINT BLACK IN: DINING (200), BAR (106), LOUNGE (400), WAITING AREA 105 PAINT TO MATCH CEILING IN: KITCHEN AREAS, OFFICE & z RESTROOMS PATTERN INDICATES 5-V GROOVE METAL ROOF ABOVE TRELLIS PATTERN INDICATES GYPSUM BOARD @ RESTROOMS 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W > UJ ti _j 0 D -17 0 < 0 0 O < Z LL OC w oin UJ Z 0 LL 3: z o� C) CD THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BOG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BOG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BOG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BOG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BOG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BOG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BOG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULLAND COMPLETE RELEASE OF BOG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BOG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BOG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORKAND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR001 7669 ISSUE BY DATE DESCRIPTION 1 AC 08-24-2017 PERMIT COMMENTS 3 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION L JOB # 170018 DATE: 07-6-2017 DRAWN BY AC CHECKED BY: SS SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER A-130 PLAN DETAIL NOTES SOUTH ELEVATION ELEVATION NOTES 1 METAL RIDGE VENT 3 52"' HIGH A.F.F. BRICK WAINSCOT AT NORTH T Y 4 5/4" X 6" FIBER CEMENT BOARD, PAINT GREEN 5 WHITE LED, TYP., SEE SIGN DRAWINGS 6 FIXED WOOD SHUTTER 7 7 1/4" FIBER CEMENT HORIZONTAL LAP 8 FIBER CEMENT BOARD FASCIA, PAINT GREEN 9 5" METAL GUTTER COLOR TO MATCH FACSIA TRIM 10 BRICK PILASTER 11 5/4" X 10" FIBER CEMENT BOARD TRIM, PREFINISHED, STAIN. 12 ROWLOCK COURSE AROUND PERIMETER OF 13 44" HIGH A.F.F. BRICK WAINSCOT AROUND BUILDING WALL FINISH 15 SIGNAGE, SEE SIGN DRAWINGS 16 BRICK ROWLOCK AT EACH WINDOW SILL WITH 1/2" 17 4X4 TREATED POST, SEE STRUCTURAL. WRAP WITH 5/4" X 5" PREFINISHED FIBER CEMENT TRIM, STAIN 18 L H FI E, E L T CA 19 5/4" X 4" FIBER CEMENT TRIM, PREFINISHED-STAIN. 20 8"X8"X16" SPLIT FACE CMU WALL AROUND DUMPSTER ENCLOSURE 21 5/4" X 4" FIBER CEMENT TRIM, PAINT GREEN 22 FIBER CEMENT CORNER TRIM, SEE 4/A140, PREFINISHED, STAIN 23 10"X10" VENTILATION LOUVERS (NPA MIN = 72 S.I. MIN.) 24 FIBER CEMENT CORNER TRIM, SEE 4/A140 PAINT GREEN 25 STEEL COLUMN & BEAM, BEYOND 26 8" VERTICAL FIBER CEMENT SIDING, PREFINISHED, STAIN 27 OVERFLOW SCUPPER 28 ROOF MOUNTED EQUIPMENT MOUNTED BEYOND PARAPET 29 MASONRY CONTROL JOINT 30 METAL COPING CAP 31 8" HIGH X 16" WIDE SCUPPER OPENING AT BOTTOM OF WALL DIRECTED TO SPILL ON GRADE Ai nn nn" V en" LI%/[1'rM^IkA VU"ri Anr+eee nnnD /1\ 33 NOT USED 34 NOT USED 35 FIRE DEPARTMENT CONNECTION SEE FIRE PROTECTION 36 CONTINUOUS SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE O., EE 1/A 14 37 9'- HI H ALA ZE CAIN IN F C WI H ROLLING GATE 38 DUROLAST 50MIL SINGLE PLY ROOFING MEMBRANE - TURN UP PARAPET & SECURE UNDER CAP FLASHING 39 OWNER FURNISHED FLAGPOLES (PROVIDE WATERTIGHT WATER BOOT & HOOP) SOUTH- CUPOLA 3 11 = 1'-Q" EX -11 JALLURA ITRIM I TRIM- 5TAINED I LVIMrLM 0 L rurvr-u D EX -12 ISHERWINWILLIAMS I PRIMER WITH TWO ENAMEL FINISH COATS I METAL DOORS & FRAMES GLOSS BLACK = O< 100 S. Ashley Dr., Ste. 100 Tampa, FL 33602 P: 813 - 323 - 9233 Lic. #: AA - 0003590 W: www.bdglip.com W U) D W I` ti O = M = O< Q m Q w w O 0 Z L.L. U� W Z O Z 0 w W O III- O T THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS THEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND. COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL i 11-7 Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE EXTERIOR ELEVATIONS I SHEET NUMBER I A-200 NORTH ELEVATION PARAPET 22'- 0" CUPOLA 15'-8" ,O_PLATE 9'-6" F.F. E. 0'-0" ELEVATION NOTES 1 METAL RIDGE VENT 2 5 RIB V -GROOVE METAL ROOF 3 52" HIGH A.F.F. BRICK WAINSCOT AT NORTH ELEVATION ONLY 4 5/4" X 6" FIBER CEMENT BOARD, PAINT GREEN 5 WHITE LED, TYP., SEE SIGN DRAWINGS 6 FIXED WOOD SHUTTER 7 7 1/4" FIBER CEMENT HORIZONTAL LAP 8 FIBER CEMENT BOARD FASCIA, PAINT GREEN 9 5" METAL GUTTER COLOR TO MATCH FACSIA TRIM 10 BRICK PILASTER 11 5/4" X 10" FIBER CEMENT BOARD TRIM, PREFINISHED, STAIN. 12 ROWLOCK COURSE AROUND PERIMETER OF BUILDING WITH 1/2" PROJECTION (TYP.) 13 44" HIGH A.F.F. BRICK WAINSCOT AROUND BUILDING 14 4" METAL DOWNSPOUT COLOR TO MATCH ADJACENT WALL FINISH 15 SIGNAGE, SEE SIGN DRAWINGS 16 BRICK ROWLOCK AT EACH WINDOW SILL WITH 1/2" PROJECTION 17 4X4 TREATED POST, SEE STRUCTURAL. WRAP WITH 5/4" X 5 PREFINISHED FIBER CEMENT TRIM, STAIN 18 LIGHT FIXTURE, SEE ELCTRICAL 19 5/4" X 4" FIBER CEMENT TRIM, PREFINISHED-STAIN: 20 8"X8"X16" SPLIT FACE CMU WALL AROUND DUMPSTER ENCLOSURE 21 5/4" X 4" FIBER CEMENT TRIM, PAINT GREEN 22 FIBER CEMENT CORNER TRIM, SEE 4/A140, PREFINISHED, STAIN 23 10"X10" VENTILATION LOUVERS (NPA MIN = 72 S.I. MIN.) 24 FIBER CEMENT CORNER TRIM, SEE 4/A140 PAINT GREEN 25 STEEL COLUMN & BEAM, BEYOND 26 8" VERTICAL FIBER CEMENT SIDING, PREFINISHED, STAIN 27 OVERFLOW SCUPPER 28 ROOF MOUNTED EQUIPMENT MOUNTED BEYOND PARAPET 29 MASONRY CONTROL JOINT 30 METAL COPING CAP 31 8" HIGH X 16" WIDE SCUPPER OPENING AT BOTTOM OF WALL DIRECTED TO SPILL ON GRADE 32 24" X 30" NYSTROM- XHTL ACCESS DOOR 33 NOT USED 34 NOT USED 35 FIRE DEPARTMENT CONNECTION SEE FIRE PROTECTION 36 CONTINUOUS SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE CO., SEE 1/A314 37 9'-0 HIGH GALVANIZED CHAIN LINK FENCE WITH ROLLING GATE 38 DUROLAST 50MIL SINGLE PLY ROOFING MEMBRANE - TURN UP PARAPET & SECURE UNDER CAP FLASHING 39 OWNER FURNISHED FLAGPOLES (PROVIDE WATERTIGHT WATER BOOT & HOOP) 40 4"X6"X1/4" STEEL PLATE WELDED TO GATE & 7" DIA. EAST ELEVATION 1/411 1'-011 II II tit -1 JALLUKA o UWAK 0.. hKUVVt 17I0CK L CIVICIV 1 VCKI Itr/'►L 01L)IIVb IVII- EX -2 METAL SALES 5V -CRIMP METAL ROOFING GALVALUME 502-855-4300 EX -3 ALLURA 71/4" CEDAR LAP FIBER CEMENT LAP SIDING MAPLE STAINED LV O EX -4 SHERWIN WILLIAMS ACRYLIC OR ENAMEL GLOSS BASE (DTM) _ 8" SPLIT FACE CMU. COLOR TO MATCH PRE -STAINED FIBER CEMENT "LEATHER" SW2195 ROADSIDE - U) EX -5 GENERAL SHALE BRICK CO OVERSIZE BRICK VENEER "PHOENIX #143 800-277-2700 EX -5A ACME BRICK QUEEN SIZE BRICK VENEER (ALTERNATE) "OLD DEWER" O EX -6 HENRY POOR LUMBER TWO COATS- TWP STAIN FORMULA WESTERN RED CEDAR AMTECO #1501 CEDARTONE DOUG MILLER 800-255-7913 EX -7 ALLURA TRIM TRIM -PAINTED GREEN - (R2 MAROON 1/32, N1 RAW UMBER 16/32, W1 WHITE 22/32, 131 BLACK 44/32, Y3 DEEP GOLD 2 OX &5/32, G2 NEW GREEN 4 OZ & 54/32) (DTM UD SEMI) EX -8 SHERWIN WILLIAMS ACRYLIC OR ENAMEL GLOSS BASE (DTM) DOWNSPOUT "LEATHER" SW2195 ROADSIDE EX -9 SHERWIN WILLIAMS ENAMEL, OIL OR ACRYLIC BASE- TWO FINISH COATS GUTTERS/ COPING CAP GREEN - (R2 MAROON 1/32, N1 RAW UMBER 16/32, W1 WHITE 22/32, 131 BLACK 44/32, Y3 DEEP GOLD 2 OX &5/32, G2 NEW GREEN 4 OZ & 54/32) (DTM UD SEMI) EX -10 COMMERCIAL HARDWARE INC. 707 CECO MADERA (CS -5) _ DOORS E603 PROVINICAL FINISH JOSH NOLES 270-441-7171 EX -11 ALLURA TRIM TRIM- STAINED MAPLE STAINED EX -12 SHERWIN WILLIAMS PRIMER WITH TWO ENAMEL FINISH COATS METAL DOORS & FRAMES GLOSS BLACK 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W o V) C[ UJ �. O M m < LV O O Z LL cr UJI - U) w Z o z W O O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS )HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DES GN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 110-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE EXTERIOR ELEVATIONS I SHEET NUMBER I A-201 DUMPSTER 51�1�-41'-0" PARAPET �22' - 0" CUPOLA T.O. PLATE 91-611,. 02 WEST- DUMPSTER 1/411 /4" = 1'-0" ■1 ELEVATION NOTES 1 METAL RIDGE VENT 2 5 RIB V -GROOVE METAL ROOF 3 52 HIGH A.F.F. BRICK WAINSCOT AT NORTH ELEVATION ONLY 4 5/4" X 6" FIBER CEMENT BOARD, PAINT GREEN 5 WHITE LED, TYP., SEE SIGN DRAWINGS 6 FIXED WOOD SHUTTER 7 71/4" FIBER CEMENT HORIZONTAL LAP 8 FIBER CEMENT BOARD FASCIA, PAINT GREEN 9 5" METAL GUTTER COLOR TO MATCH FACSIA TRIM 10 BRICK PILASTER 11 5/4" X 10" FIBER CEMENT BOARD TRIM, PREFINISHED, STAIN. 12 ROWLOCK COURSE AROUND PERIMETER OF BUILDING WITH 1/2" PROJECTION (TYP.) 13 44" HIGH A.F.F. BRICK WAINSCOT AROUND BUILDING 14 4" METAL DOWNSPOUT COLOR TO MATCH ADJACENT WALL FINISH 15 SIGNAGE, SEE SIGN DRAWINGS 16 BRICK ROWLOCK AT EACH WINDOW SILL WITH 1/2" PROJECTION 17 4X4 TREATED POST, SEE STRUCTURAL. WRAP WITH 5/4" X 5" PREFINISHED FIBER CEMENT TRIM, STAIN 18 LIGHT FIXTURE, SEE ELCTRICAL 19 5/4" X 4" FIBER CEMENT TRIM, PREFINISHED-STAIN. 20 8"X8"X16" SPLIT FACE CMU WALL AROUND DUMPSTER ENCLOSURE 21 5/4" X 4" FIBER CEMENT TRIM, PAINT GREEN 22 FIBER CEMENT CORNER TRIM, SEE 4/A140, PREFINISHED, STAIN 23 10"X10" VENTILATION LOUVERS (NPA MIN = 72 S.I. MIN.) 24 FIBER CEMENT CORNER TRIM, SEE 4/A140 PAINT GREEN 25 STEEL COLUMN & BEAM, BEYOND 26 8" VERTICAL FIBER CEMENT SIDING, PREFINISHED, STAIN 27 OVERFLOW SCUPPER 28 ROOF MOUNTED EQUIPMENT MOUNTED BEYOND PARAPET 29 MASONRY CONTROL JOINT 30 METAL COPING CAP 31 8" HIGH X 16" WIDE SCUPPER OPENING AT BOTTOM OF WALL DIRECTED TO SPILL ON GRADE 32 24" X 30" NYSTROM- XHTL ACCESS DOOR 33 NOT USED 34 NOT USED 35 FIRE DEPARTMENT CONNECTION SEE FIRE PROTECTION 36 CONTINUOUS SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE CO., SEE 1/A314 37 9'-0 HIGH GALVANIZED CHAIN LINK FENCE WITH ROLLING GATE 38 DUROLAST 50MIL SINGLE PLY ROOFING MEMBRANE - TURN UP PARAPET & SECURE UNDER CAP FLASHING 39 OWNER FURNISHED FLAGPOLES (PROVIDE WATERTIGHT WATER BOOT & HOOP) 40 4"X6"X1/4" STEEL PLATE WELDED TO GATE & 7" DIA. STEEL PIPE TO FORM GATE HINGE 41 DUMPSTER GATE DOORS OF 1 1/2" TYPE B DECKING (EXTERIOR FACE) ON 2X2X3/16" TUBE FRAME AND CROSS BRACING 42 7" DIA. STEEL PIPE WELDED TO 6" DIA. STEEL PIPE 43 6" DIA. STEEL PIPE, FILL WITH CONCRETE- ROUNDED TOP FOR GATE SUPPORTS, SEE DETAIL 4/A101 44 PAIR GALVANIZE CANE BOLTS: DRILL 3" INTO SLAB 45 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED, STAIN FINISH SCHEDULE - EXTERIOR MARK MFR MODEUSERIES DESCRIPTION COLOR CONTACT PHONE EX -1 ALLURA CEDAR 8" GROOVE FIBER CEMENT VERTICAL SIDING MAPLE STAINED EX -2 METAL SALES 5V -CRIMP METAL ROOFING GALVALUME = 502-855-4300 EX -3 ALLURA 71/4" CEDAR LAP FIBER CEMENT LAP SIDING MAPLE STAINED L ij O EX -4 SHERWIN WILLI WS ACRYLIC OR ENAMEL GLOSS BASE (DTM) 8" SPLIT FACE CMU. COLOR TO MATCH PRE -STAINED FIBER CEMENT "LEATHER" SW2195 ROADSIDE EX -5 GENERAL SHALE BRICK CO OVERSIZE BRICK VENEER "PHOENIX #143 _ 800-277-2700 EX -5A ACME BRICK QUEEN SIZE BRICK VENEER (ALTERNATE) "OLD DEWER" O EX -6 HENRY POOR LUMBER TWO COATS- TWP STAIN FORMULA WESTERN RED CEDAR AMTECO #1501 CEDARTONE DOUG MILLER 800-255-7913 EX -7 ALLURA TRIM TRIM- PAINTED GREEN - (R2 MAROON 1/32, N1 RAW UMBER 16/32, W1 WHITE 22/32, 131 BLACK 44/32, Y3 DEEP GOLD 2 OX &5/32, G2 NEW GREEN 4 OZ & 54/32) (DTM UD SEMI) EX -8 SHERWIN WILLIAMS ACRYLIC OR ENAMEL GLOSS BASE (DTM) DOWNSPOUT "LEATHER" SW2195 ROADSIDE _ EX -9 SHERWIN WILLIAMS ENAMEL, OIL OR ACRYLIC BASE- TWO FINISH COATS GUTTERS/ COPING CAP GREEN - (R2 MAROON 1/32, N1 RAW UMBER 16/32, W1 WHITE 22/32, B1 BLACK 44/32, Y3 DEEP GOLD 2 OX &5/32, G2 NEW GREEN 4 OZ & 54/32) (DTM UD SEMI) EX -10 _ COMMERCIAL HARDWARE INC. 707 CECO MADERA (CS -5) DOORS E603 PROVINICAL FINISH JOSH NOLES 270-441-7171. EX -11 ALLURA TRIM TRIM- STAINED MAPLE STAINED EX -12 SHERWIN WILLIAMS PRIMER WITH TWO ENAMEL FINISH COATS METAL DOORS & FRAMES GLOSS BLACK 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W o UJ O �M = O< Q m Q L ij O Z LL U0 LLJ Z W O �z F W O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 VSSUEJ BY I DATE 7T DESCRIPTION 1 1 RC 08-24-2017 1 PERMIT COMMENTS PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A-202 SECTION NOTES 2 2 1 1 41 1 1 DOOR, SEE DOOR SCHEDULE A-301 A-301 A-302 2 CONTINUOUS RIDGE VENT 3 EXTEND SINGLE PLY ROOF MEMBRANE UP SIDE OF WALL TO 2 BOTTOM OF OVERHANG/ SECURE UNDER METAL COPING CAP 4 WOOD TRUSSES - SEE STRUCTURAL I 2 5 DECORATIVE STRUCTURE ABOVE BAR, SEE FS 3 17 6 8"X8"X16" SPLITFACE CMU SPLIT FACE AT EXTERIOR - 7 ELASTOMERIC SINGLE PLY ROOFING MEMBRANE ON 4 RIGID - — - 17 INSULATION 8 RAFTERS, SEE STRUCTURAL 32 9 DECORATIVE 2 X CEDAR RAFTERS AT 24" O.C., SEE RCP I I I I 10 (3) 2" X 8" WOOD BEAM, WRAP WITH 5/4" X CEDAR I I 11 RAISED SEATING PLATFORM, SEE A100 AND WALL SECTIONS FOR LOCATION AND DETAILS 18 I -- — PARAPET 0" 12 CORRUGATED METAL CEILING — — — — — — — — — — 22' - 13 WINDOW, SEE WINDOW SCHEDULE I 14 BRICK VENEER OVER APA RATED SHEATHING OVER NOMINAL 2X I FRAMING SEE STRUCTURAL 9 4 40 ( I 15 71/4" FIBER CEMENT HORIZONTAL LAP SIDING ON APA RATED - 30 34' - 7 1 /4" PLYWOOD SHEATHING ' — 7 15 91-711 3 SS UP FOR PARAPET WALL 21 L I , 38 I 17 5 �Rl�RE�META�LROI�)F - 7 I 18 25 - - CUPOLA 19 ALL, FOR DETAILS & BAR COUNTERTOP ON SUPPORT W — - - _.. _ — — 8 — — — 15' - 8" RE - DRAWINGS (FIXTURE SHEETS) TION REFER T O FS WIN S F INFORMATION ( 26/ \ FIELD VERIFY CONDITIONS LOBBY DINING AR 10 I oi EAT COOLER 24 HOT PREP DISPLAY BAKERY �' 101 200 28 DINING AREA 27 120 35 117 116 ( 101 \ 'I 100 LO I T VCn IJr%niv4vvry-%v Vr I v V -v n.1 .1 . ws- u vv� [ �1 wl new 1 -1w. I I V-0" UP AND OVER PLATE LAP ICE AND WATERSHIELD 4" OVER TYVEK I 27 GYPSUM BOARD BEHIND COOLERS TO BOTTOM OF DECK 28 5/4" X 4" CEDAR TRIM, STAIN I I 29 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED STAIN 30 24" X 30" NYSTROM- XHTL ACCESS DOOR I \ I I 31 NOT USED 14 20 11 ( 32 LIGHT FIXTURE, SEE ELECTRICAL 33 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 34 SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY F.F. E. GALVANIZE FENCE CO., SEE 1/A314 .< E ° 4 Q 01-011 35 KITCHEN HOOD, SEE LC SYSTEMS, MECHANICAL AND ° -- — — — — — — -- _ ELECTRICAL SHEETS — "" NATURAL FINISH — — — —" — ---- —� — �— -- 36 NOMINAL 2 X 6 CEDAR RAFTERS AT 24 O.C., NA U 37 WRAP BEAM WITH 1/4" FIBER CEMENT SOFFIT PANEL, — 1L -- --... — PREFINI SH STAIN --- — — --— _ 38 ALL EXPOSED ITEMS IN THE HATCHED AREA TO BE PAINTED BLACK --- I — — ILI I _ _ - FURNISHED AND 626x3 -0 ROOF HATCH FUR 1 -- — — 1=1_ _ _ _ INSTALLED BY GC - PAINT BLACK _ _ I — I — — __ 40 EXTEND SINGLE PLY ROOF MEMBRANE UP WALL MIN 4'-0" — OWNER FURNISHED FLAGPOLE PROVIDE WATERTIGHT WATER 41 BOOT AND HOOP) ( 2 1BUILDING SECTION 42 SIGNAGE, SEE SIGN DRAWINGS UI 43 BEAM, SEE STRUCTURAL. PAINT ALL EXPOSED AREAS BLACK 44 V-0" HIGH GALVNIZED CHAINLINK FENCE 34 35 I 29 FR EZER COLD PREP COOKLINE 21 115 118 6 I 02 e 20 14 I / e 1 BUILDING SECTION i-iii-iii-iu- -III- -III-III-III-III-III-III II PARAPET 2Z- 0" CUPOLA I�IL�I.1 1� ®®mow ®wl .1IB.• - - • - USi ■II II T.O. PLATE - F.F. E. 0'-0" b d -9 a rchitects 100 S. Ashley Dr., P: 813 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com UJ 0 1` W O �M M Q D CK w Q WO o Z LL W U� LLI v/ Z O Z OQ F- W W O O T THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL P Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE BUILDING SECTIONS SHEET NUMBER A-300 c� O, LO I T VCn IJr%niv4vvry-%v Vr I v V -v n.1 .1 . ws- u vv� [ �1 wl new 1 -1w. I I V-0" UP AND OVER PLATE LAP ICE AND WATERSHIELD 4" OVER TYVEK I 27 GYPSUM BOARD BEHIND COOLERS TO BOTTOM OF DECK 28 5/4" X 4" CEDAR TRIM, STAIN I I 29 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED STAIN 30 24" X 30" NYSTROM- XHTL ACCESS DOOR I \ I I 31 NOT USED 14 20 11 ( 32 LIGHT FIXTURE, SEE ELECTRICAL 33 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 34 SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY F.F. E. GALVANIZE FENCE CO., SEE 1/A314 .< E ° 4 Q 01-011 35 KITCHEN HOOD, SEE LC SYSTEMS, MECHANICAL AND ° -- — — — — — — -- _ ELECTRICAL SHEETS — "" NATURAL FINISH — — — —" — ---- —� — �— -- 36 NOMINAL 2 X 6 CEDAR RAFTERS AT 24 O.C., NA U 37 WRAP BEAM WITH 1/4" FIBER CEMENT SOFFIT PANEL, — 1L -- --... — PREFINI SH STAIN --- — — --— _ 38 ALL EXPOSED ITEMS IN THE HATCHED AREA TO BE PAINTED BLACK --- I — — ILI I _ _ - FURNISHED AND 626x3 -0 ROOF HATCH FUR 1 -- — — 1=1_ _ _ _ INSTALLED BY GC - PAINT BLACK _ _ I — I — — __ 40 EXTEND SINGLE PLY ROOF MEMBRANE UP WALL MIN 4'-0" — OWNER FURNISHED FLAGPOLE PROVIDE WATERTIGHT WATER 41 BOOT AND HOOP) ( 2 1BUILDING SECTION 42 SIGNAGE, SEE SIGN DRAWINGS UI 43 BEAM, SEE STRUCTURAL. PAINT ALL EXPOSED AREAS BLACK 44 V-0" HIGH GALVNIZED CHAINLINK FENCE 34 35 I 29 FR EZER COLD PREP COOKLINE 21 115 118 6 I 02 e 20 14 I / e 1 BUILDING SECTION i-iii-iii-iu- -III- -III-III-III-III-III-III II PARAPET 2Z- 0" CUPOLA I�IL�I.1 1� ®®mow ®wl .1IB.• - - • - USi ■II II T.O. PLATE - F.F. E. 0'-0" b d -9 a rchitects 100 S. Ashley Dr., P: 813 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com UJ 0 1` W O �M M Q D CK w Q WO o Z LL W U� LLI v/ Z O Z OQ F- W W O O T THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL P Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE BUILDING SECTIONS SHEET NUMBER A-300 V SECTION NOTES 1 DOOR, SEE DOOR SCHEDULE 2 CONTINUOUS RIDGE VENT 3 EXTEND SINGLE PLY ROOF MEMBRANE UP SIDE OF WALL TO BOTTOM OF OVERHANG/ SECURE UNDER METAL COPING CAP 4 WOOD TRUSSES - SEE STRUCTURAL 5 DECORATIVE STRUCTURE ABOVE BAR, SEE FS G 6 8"X8"X16" SPLITFACE CMU SPLIT FACE AT EXTERIOR 7 ELASTOMERIC SINGLE PLY ROOFING MEMBRANE ON 4" RIGID INSULATION 8 RAFTERS, SEE STRUCTURAL 9 DECORATIVE 2 X CEDAR RAFTERS AT 24" O.C., SEE RCP 10 (3) 2" X 8" WOOD BEAM, WRAP WITH 5/4" X CEDAR 11 RAISED SEATING PLATFORM, SEE A100 AND WALL SECTIONS FOR LOCATION AND DETAILS 12 CORRUGATED METAL CEILING 13 WINDOW, SEE WINDOW SCHEDULE 14 BRICK VENEER OVER APA RATED SHEATHING OVER NOMINAL 2X FRAMING SEE STRUCTURAL 15 71/4" FIBER CEMENT HORIZONTAL LAP SIDING ON APA RATED PLYWOOD SHEATHING _ PARAPET 16 EXTEND VERTICAL LEG OF TRUSS UP FOR PARAPET WALL 22' - 0" 17 5 RIB V GROOVE METAL ROOF 18 METAL COPING CAP 19 BAR COUNTERTOP ON SUPPORT WALL, FOR DETAILS & INFORMATION REFER TO FS DRAWINGS (FIXTURE SHEETS) - FIELD VERIFY CONDITIONS 20 WALK-IN COOLERS/FREEZERS ON INSULATED SLAB, SEE EQ SHEETS, SEE STRUCTURAL 21 8" VERTICAL FIBER CEMENT BOARD SIDING ON APA RATED PLYWOOD SHEATHING — — CUPOLA OL 22 STEEL COLUMN (PAINT ALL EXPOSED AREAS BLACK) SEE ?_�-"�'I 16�7_ - —I I=1111 r -1 _ - - I— I 7 -11 1 - - I���I����I�I����I����_.___I������������__.-I������—������—SII���—���- �������������_____���1������I�___._������____���..��������--���—�������������������I�l�� � BUILDING SECTION BUILDING SECTION 1/411 = 1'-0" 15' - 8" STRUCTURAL 17 23 ROOF DRAIN, SEE ROOF PLAN _ - 24 CEILING, SEE FINISH SCHEDULE 25 8" X 12" METAL OVERFLOW SCUPPER _ B.O. TRUSS 26 TYVEK DRAINWRAP UP TO V-0" A.F.F. ICE & WATERSHIELD FROM 11' - 71/2" 9'-0" UP AND OVER TOP PLATE LAP ICE AND WATERSHIELD 4" OVER TYVEK 27 GYPSUM BOARD BEHIND COOLERS TO BOTTOM OF DECK T.O. PLATE 9'-6" 28 5/4" X 4 CEDAR TRIM, STAIN 29 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED STAIN I 30 24" X 30" NYSTROM- XHTL ACCESS DOOR 33 1 2 IGHT F �GU �E, ELECTRICAL 1 33 5' METAOLOR TO MATCH WOOD TRIM _ 34 SECURITY CLOSURE RAIL, GALVANIZED FENCE BAR BY GALVANIZE FENCE CO., SEE 1/A314 35 KITCHEN HOOD, SEE LC SYSTEMS, MECHANICAL AND ' ELECTRICAL SHEETS I 36 NOMINAL 2" X 6" CEDAR RAFTERS AT 24" O.C., NATURAL FINISH 37 WRAP BEAM WITH 1/4" FIBER CEMENT SOFFIT PANEL, I PREFINISH, STAIN j F F E. 38 ALL EXPOSED ITEMS IN THE HATCHED AREA TO BE PAINTED I---- – 0. - 0_ 7v BLACK 39 INSTALLED BY GC - PAINT BLACKROOF HATCH FURNISHED AND 40 EXTEND SINGLE PLY ROOF MEMBRANE UP WALL MIN 4'-0" 41 OWNER FURNISHED FLAGPOLE (PROVIDE WATERTIGHT WATER LL _ BOOT AND HOOP) 42 SIGNAGE, SEE SIGN DRAWINGS — 43 BEAM, SEE STRUCTURAL. PAINT ALL EXPOSED AREAS BLACK 44 9'4" HIGH GALVNIZED CHAINLINK FENCE PARAPET 22'-0" 37 B.O. TRUSS AT GRID -1 12'- 7 1/2" 32 T.O_PLATE OL I- .7 Al - 611 I V I I -rrF_= iii -lily I -I I -III _III - F.F. E. 0' - 0" bdg JL. s rchitec"Is 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com W o W �•. O :)M r O d Q m 'Q LU O O ZL c Lu /'� V/ Z 0 Z 0 W c O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT Of THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE Of ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE BUILDING SECTIONS SHEET NUMBER A-301 1 2.3 2 A-301 43 I 12" 17 6>1/2" I; , !0000 8� 17 29 33 T.0. PLATE 9'-6„ 15 6 7 12 � 12 29 � 15 13 I 1 I 14 F.F. 0 I1 7,71 — I — 11:--� --- BUILDING SECTION- ENTRANCE 1/411 = 1'-011 jk PARAPET 22'-0" CUPOLA 15'-8" rh B.O. TRUSS 11' - 71/2" 4 A-314 4 18 3 21 32 7 16 200 .2" 17 1 8 — T . 4 33 34 — — _ —I — — — — — — �` ` — — — — — — � 24 34 \--- 21 _J L --I F — — — — — — i � r — —ri � 002 � 14 r r 44 IE -I — FE I I I FE I --I-II- -ii_— SECTION NOTES 1 DOOR, SEE DOOR SCHEDULE 2 CONTINUOUS RIDGE VENT 3 EXTEND SINGLE PLY ROOF MEMBRANE UP SIDE OF WALL TO BOTTOM OF OVERHANG/ SECURE UNDER METAL COPING CAP 4 WOOD TRUSSES SEE STRUCTURAL 5 DECORATIVE STRUCTURE ABOVE BAR, SEE FS 6 8"X8"X16" SPLITFACE CMU SPLIT FACE AT EXTERIOR 7 ELASTOMERIC SINGLE PLY ROOFING MEMBRANE ON 4" RIGID INSULATION b d 8 RAFTERS, SEE STRUCTURAL 1 9 9 DECORATIVE 2 X CEDAR RAFTERS AT 24" O.C., SEE RCP PARAPET 10 (3) 2" X 8" WOOD BEAM, WRAP WITH 5/4" X CEDAR chitects 22' - 0" 11 RAISED SEATING PLATFORM, SEE A100 AND WALL SECTIONS FOR LOCATION AND DETAILS 100 S. Ashley Dr., P: 813 - 323 - 9233 12 CORRUGATED METAL CEILING Ste. 100 Lica #: AA - 0003590 19 13 WINDOW, SEE WINDOW SCHEDULE Tampa, FL 33602 W: www.bdglip.com 14 BRICK VENEER OVER APA RATED SHEATHING OVER NOMINAL 2X FRAMING SEE STRUCTURAL 15 71/4" FIBER CEMENT HORIZONTAL LAP SIDING ON APA RATED PLYWOOD SHEATHING CUPOLA 16 EXTEND VERTICAL LEG OF TRUSS UP FOR PARAPET WALL 15' - 8" 17 5 RIB V GROOVE METAL ROOF 18 METAL COPING CAP 19 BAR COUNTERTOP ON SUPPORT WALL, FOR DETAILS & B.O. TRUSS AT GRID -1 INFORMATION REFER TO FS DRAWINGS (FIXTURE SHEETS) - 12' - 71/2" FIELD VERIFY CONDITIONS 20 WALK-IN COOLERS/FREEZERS ON INSULATED SLAB, SEE EQ SHEETS, SEE STRUCTURAL B.O. TRUSS 21 8" VERTICAL FIBER CEMENT BOARD SIDING ON APA RATED 11'- 7 1/2" PLYWOOD SHEATHING — T.O. PLATE I1 91-611 U 22 STEEL COLUMN (PAINT ALL EXPOSED AREAS BLACK), SEE STRUCTURAL 23 ROOF DRAIN, SEE ROOF PLAN 24 CEILING, SEE FINISH SCHEDULE W �] 25 8" X 12" METAL OVERFLOW SCUPPER 26 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. ICE & WATERSHIELD FROM 91-01, UP AND OVER TOP PLATE LAP ICE AND WATERSHIELD 4" OVER TYVEK W 27 GYPSUM BOARD BEHIND COOLERS TO BOTTOM OF DECK 28 5/4" X 4" CEDAR TRIM, STAIN „ : M 29 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED STAIN O Q 30 24" X 30" NYSTROM- XHTL ACCESS DOOR Q 1 F.F. E. 32 LIGHT FIXTURE, SEE ECTRICAL LLQ - 0' - 0" 3 R, OLOR TO MATCH WOOD TRIM W Q GALVANIZ F NC C EE 1/A 14 O Z LL 3 C O Y C LV ELECTRICAL SHEETS C 36 NOMINAL 2" X 6" CEDAR RAFTERS AT 24" O.C., NATURAL FINISH W 37 WRAP BEAM WITH 1/4" FIBER CEMENT SOFFIT PANEL, Z 0 PREFINISH, STAIN 38 ALL EXPOSED ITEMS IN THE HATCHED AREA TO BE PAINTED z BUILDING SECTION- DUMPSTER 2BLACK 39 BILCO'TYPE NB" 2'-6" x 3'-0" ROOF HATCH FURNISHED AND INSTALLED BY GC - PAINT BLACK 40 EXTEND SINGLE PLY ROOF MEMBRANE UP WALL MIN 4'-0" 0 41 OWNER FURNISHED FLAGPOLE (PROVIDE WATERTIGHT WATER r BOOT AND HOOP) 42 SIGNAGE, SEE SIGN DRAWINGS 43 BEAM, SEE STRUCTURAL. PAINT ALL EXPOSED AREAS BLACK 44 9'-0" HIGH GALVNIZED CHAINLINK FENCE T.O. PLATE 9'-6" F.F. E. L1 of. 011 V THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PIANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABIUTY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE Of BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR .CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL I� Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUEJ BY DATE I DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 110-16-2017 1 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6.2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE BUILDING SECTIONS SHEET NUMBER BUILDING SECTION 1/411=11-01# I A-302 55 PICK-UP AREA 124 1 40 42 SIM 6 ----- — - — - — - 53 1 12" 3S l2" � lmr- 11-01 68 15 15 77 88 22 1 22 21 21 73 56 I .. F.F. E. 01-011a 4. - C ." d �� � . Gl .• 4 I�I--�I 1 I—ILII I I�—III—IIIIII�I I-�I I I—III--I I I 1 WALL SECTION 3/4" = 1'-0" 3 WALLSECTION 2 WALL SECTION 1-0113/4 = 1 0 ARAPET 22'-0" CUPOLA 151-810 T GRID -1 2'- 71 /2" J. PLATE 9'-6" F.F. E. 0' - 0" 12" 4 3/8" WALL SECTION 1 3/4" = 1'-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT 3 RAFTERS - SEE STRUCT 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA - PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 1.1 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED • 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE. LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdglip.com 15 1/21" PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING -GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD . 24 1X8 BEVELED CEDAR SIDING, WITH 6" EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 211X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. UJ 32 METAL RIDGE FLASHING 33 1/2" PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH JOINT >, r- 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT, W 35 WHITE LED - SEE SIGN DRAWINGS 36 5/4" X 6" FIBER CEMENT TRIM - PAINT GREEN O D M 37 BLOCKING - SEE STRUCTURAL -rm Q 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED GREEN 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED LL w 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF w O OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLSF_ J O HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL Z LL FASTENERS PER MANUFACTURER. 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED Q 42 JOHNS MANVILLE ENRGY3, 4" RIGID INSULATION W Ix 43 5/8" APA RATED EXT PLYWOOD SHEATHING n Z Q 44 5/4" X 5" CEDAR WOOD TRIM v 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT i>j Z 46 5/4" X 4" CEDAR WOOD TRIM O Q 47 5/4" CEDAR WOOD TRIM (n 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. O 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, r GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 53 WOOD TRUSS - SEE STRUCTURAL 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER 56 VAPOR BARRIER "PLANS') ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR 57 DOOR, SEE DOOR SCHEDULE USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS 60 5/4"X4'" FIBER CEMENT TRIM - PAINT GREEN EGARDAPPROVAL HOW MINOR, WITHOUTIT E EXPRESS WRITTEN TECTS. ANY CHANGES TO TAPPROVVALHESE S' ANY CONSTRUCTION EXECUTED FROM THESE 61 10"X10'" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. = WI HOU THEEIXPRESSWRITTEN PPROVAALOFBDG ARCHITECTS; ORPANYS 72 S.I. MIN.) CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS -SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND 63 6" BATT INSULATION COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. =144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE 66 HEADER, SEE STRUCT CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING 67 NOMINAL 2X6 STUDS AT 16"" U.C. AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 70 1/21" MOISTURE RESISTANT GYP. BD. SEAL 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 73 CONCRETE SLAB: SEE STRUCTURAL 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 75 1/2" AIR GAP MAX. 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 79 DECORATIVE RAFTERS AT 24" O.C., SEE RCP 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE MOUNTED TV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR0017669 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE DESCRIPTION SIDES 3 RC 10-16-2017 CONSTRUCTION SET 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 88 1/2" CEMENT BOARD 12" HIGH 89 1 1/2" X 1/2" METAL FURRING CHANNELS 90 BRICK TIES 91 CONT. 6" METAL SUP TRACK - SEE STRUCT. 92 6" METAL STUDS - SEE STRUCT 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 8"X8"x16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X T-0" ROOF HATCH FURNISHED AND JOB # 170018 INSTALLED BY GC - PAINT BLACK DATE: 07-6-2017 96 CURB WITH INTERGRAL CAP FLASHING 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH TO ROOF DRAWN BY: RC STRUCTURE CHECKED BY: SS 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/211 X 2 1/211 STEEL SIDE RAILS WITH EDGES 102 SECURE LADDER TOFL OR WITH 3X35 4D STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/41IX4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF- SHEET NUMBER SEE STRUCT. 105 CONTINUOUS SECURITY RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE CO. 108 NOMINAL 2X4 CROSS BRACING AT 16.O.C. O 109 NOMINAL 2X10 CONTINUOUS A-31 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE T 4 (A T.O. PLATE 14U 9'-6" 111 1211 it 921 1 ;p f � AN, WIFE I � 105 5=3 3.0. TRUSS 11' 71 /2" 49 46 53 I T.O. PLATE 15 9'-6" 55 68 67 30 1 F_ _77__�- - 15 1746685 14 II iII 103 xI 13 FREEZER III 90 23 16 II I III 43 F—V II F —'F 63 II I III 45 90 Ii 56 29 21 4713 73 73 17 IIIE (A F.F. E. F.F. E01 .... . .. ....... . ........ 81 4 -7110 4 �4� 4% 4 'T 56 56 65 65— w I �� - W I , LIF I WALL SECTION r4-�P���L�ECTION 3/411 = 1 1-011 3/411 = 1 1-011 !!J H l000l 46 85 C4 10 85 86 C4 DISPLAY BAKERY LOBBY 116 I 101 ti 16 00 I IT _T 22 21 73 56 A- I I F9 I 1=1 I 1=1 _i: F 7 - _11 I WALL SECTION 3/411 1-0 1 1 4 2 ri 0 _6 52 PARAPET 220-011 36 Sim 40 42 36 20 35 13 LIL jj CUPOLA 42 2 TRUSS AT 12 - 3 1211 79 WALL SECTION WALL SECTION 3/411 = 1 1-011 3/411 = 11-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS- SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA- PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE, LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdglip.com 16 1/2" PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 611 EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. UJ 32 METAL RIDGE FLASHING 33 1/21, PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH JOINT > 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. J35 WHITE LED - SEE SIGN DRAWINGS CN 36 5/41, X 6" FIBER CEMENT TRIM - PAINT GREEN 0 D CIO 37 BLOCKING - SEE STRUCTURAL "r 0 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED GREEN 0 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED ci 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF w 0 OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLS Ir— _j HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL 0 z LL FASTENERS PER MANUFACTURER. W 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED () 1 42 JOHNS MANVILLE ENRGY3,4" RIGID INSULATION LV 43 5/8" APA RATED EXT PLYWOOD SHEATHING Z 0 44 5/4" X 5" CEDAR WOOD TRIM u_ 4 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. z 46 5/41, X 4" CEDAR WOOD TRIM 0 < 42 47 5/41, CEDAR WOOD TRIM uj 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 0 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. 0 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 6 53 WOOD TRUSS - SEE STRUCTURAL 7 j 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF $DG 56 VAPOR BARRIER 48 ARCHITECTS AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG 57 DOOR, SEE DOOR SCHEDULE ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/41IX4" FIBER CEMENT TRIM- PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS .0. PLATE 61 1 0IIX1 0" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY 72 S.I. MIN.) REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS - SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR 63 6" BATT INSULATION DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR -611 8 1 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. PERFORMING WORK SHALL RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE 103 5 66 HEADER, SEE STRUCT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE Of ITS WORK AND ALL WORK PERFORMED BY 67 NOMINAL 2XIS STUDS AT 16" O.C. SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 28 70 1/21, MOISTURE RESISTANT GYP. BD. SEAL 14 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 43 73 CONCRETE SLAB: SEE STRUCTURAL 00 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 7 67 75 1/2" AIR GAP MAX. /4-9-37 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 13 O.C., SEE RCP 79 DECORATIVE RAFTERS AT 24 p C) 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE MOUNTED IV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR001 7669 13 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 67 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND90 — ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 16 88 1/211 CEMENT BOARD 12" HIGH 89 1 1/21, X 1/21' METAL FURRING CHANNELS 29 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 17 92 6" METAL STUDS -SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 8"X8"X16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X T -O" ROOF HATCH FURNISHED AND JOB # 170018 F.F. E.. 65 INSTALLED BY GC - PAINT BLACK 0'- 0" DATE: 07-6-2017 96 CURB WITH INTERGRAL CAP FLASHING DRAWN BY: RC 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH 0 ROOF CHECKED BY— STRUCTURE: SS 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/211 X 21/2" STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X31/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/4"X4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER I 1_3 11-11 I_ SEE STRUCT. 1_1 108 NOMINAL 2X4 CROSS BRACING AT 16.O.C. 109 NOMINAL 2X10 CONTINUOUS �--311 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE Z 0 a< II n. 53r F-49 00 I IT _T 22 21 73 56 A- I I F9 I 1=1 I 1=1 _i: F 7 - _11 I WALL SECTION 3/411 1-0 1 1 4 2 ri 0 _6 52 PARAPET 220-011 36 Sim 40 42 36 20 35 13 LIL jj CUPOLA 42 2 TRUSS AT 12 - 3 1211 79 WALL SECTION WALL SECTION 3/411 = 1 1-011 3/411 = 11-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS- SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA- PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE, LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdglip.com 16 1/2" PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 611 EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. UJ 32 METAL RIDGE FLASHING 33 1/21, PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH JOINT > 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. J35 WHITE LED - SEE SIGN DRAWINGS CN 36 5/41, X 6" FIBER CEMENT TRIM - PAINT GREEN 0 D CIO 37 BLOCKING - SEE STRUCTURAL "r 0 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED GREEN 0 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED ci 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF w 0 OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLS Ir— _j HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL 0 z LL FASTENERS PER MANUFACTURER. W 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED () 1 42 JOHNS MANVILLE ENRGY3,4" RIGID INSULATION LV 43 5/8" APA RATED EXT PLYWOOD SHEATHING Z 0 44 5/4" X 5" CEDAR WOOD TRIM u_ 4 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. z 46 5/41, X 4" CEDAR WOOD TRIM 0 < 42 47 5/41, CEDAR WOOD TRIM uj 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 0 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. 0 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 6 53 WOOD TRUSS - SEE STRUCTURAL 7 j 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF $DG 56 VAPOR BARRIER 48 ARCHITECTS AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG 57 DOOR, SEE DOOR SCHEDULE ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/41IX4" FIBER CEMENT TRIM- PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS .0. PLATE 61 1 0IIX1 0" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY 72 S.I. MIN.) REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS - SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR 63 6" BATT INSULATION DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR -611 8 1 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. PERFORMING WORK SHALL RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE 103 5 66 HEADER, SEE STRUCT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE Of ITS WORK AND ALL WORK PERFORMED BY 67 NOMINAL 2XIS STUDS AT 16" O.C. SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 28 70 1/21, MOISTURE RESISTANT GYP. BD. SEAL 14 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 43 73 CONCRETE SLAB: SEE STRUCTURAL 00 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 7 67 75 1/2" AIR GAP MAX. /4-9-37 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 13 O.C., SEE RCP 79 DECORATIVE RAFTERS AT 24 p C) 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE MOUNTED IV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR001 7669 13 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 67 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND90 — ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 16 88 1/211 CEMENT BOARD 12" HIGH 89 1 1/21, X 1/21' METAL FURRING CHANNELS 29 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 17 92 6" METAL STUDS -SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 8"X8"X16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X T -O" ROOF HATCH FURNISHED AND JOB # 170018 F.F. E.. 65 INSTALLED BY GC - PAINT BLACK 0'- 0" DATE: 07-6-2017 96 CURB WITH INTERGRAL CAP FLASHING DRAWN BY: RC 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH 0 ROOF CHECKED BY— STRUCTURE: SS 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/211 X 21/2" STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X31/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/4"X4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER I 1_3 11-11 I_ SEE STRUCT. 1_1 108 NOMINAL 2X4 CROSS BRACING AT 16.O.C. 109 NOMINAL 2X10 CONTINUOUS �--311 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE Z 0 a< n. 53r F-49 00 I IT _T 22 21 73 56 A- I I F9 I 1=1 I 1=1 _i: F 7 - _11 I WALL SECTION 3/411 1-0 1 1 4 2 ri 0 _6 52 PARAPET 220-011 36 Sim 40 42 36 20 35 13 LIL jj CUPOLA 42 2 TRUSS AT 12 - 3 1211 79 WALL SECTION WALL SECTION 3/411 = 1 1-011 3/411 = 11-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS- SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA- PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE, LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdglip.com 16 1/2" PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 611 EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. UJ 32 METAL RIDGE FLASHING 33 1/21, PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH JOINT > 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. J35 WHITE LED - SEE SIGN DRAWINGS CN 36 5/41, X 6" FIBER CEMENT TRIM - PAINT GREEN 0 D CIO 37 BLOCKING - SEE STRUCTURAL "r 0 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED GREEN 0 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED ci 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF w 0 OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLS Ir— _j HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL 0 z LL FASTENERS PER MANUFACTURER. W 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED () 1 42 JOHNS MANVILLE ENRGY3,4" RIGID INSULATION LV 43 5/8" APA RATED EXT PLYWOOD SHEATHING Z 0 44 5/4" X 5" CEDAR WOOD TRIM u_ 4 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. z 46 5/41, X 4" CEDAR WOOD TRIM 0 < 42 47 5/41, CEDAR WOOD TRIM uj 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM 0 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. 0 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 6 53 WOOD TRUSS - SEE STRUCTURAL 7 j 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF $DG 56 VAPOR BARRIER 48 ARCHITECTS AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG 57 DOOR, SEE DOOR SCHEDULE ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/41IX4" FIBER CEMENT TRIM- PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS .0. PLATE 61 1 0IIX1 0" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY 72 S.I. MIN.) REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS - SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR 63 6" BATT INSULATION DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR -611 8 1 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. PERFORMING WORK SHALL RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE 103 5 66 HEADER, SEE STRUCT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE Of ITS WORK AND ALL WORK PERFORMED BY 67 NOMINAL 2XIS STUDS AT 16" O.C. SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 28 70 1/21, MOISTURE RESISTANT GYP. BD. SEAL 14 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 43 73 CONCRETE SLAB: SEE STRUCTURAL 00 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 7 67 75 1/2" AIR GAP MAX. /4-9-37 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 13 O.C., SEE RCP 79 DECORATIVE RAFTERS AT 24 p C) 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE MOUNTED IV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR001 7669 13 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 67 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND90 — ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 16 88 1/211 CEMENT BOARD 12" HIGH 89 1 1/21, X 1/21' METAL FURRING CHANNELS 29 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 17 92 6" METAL STUDS -SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 8"X8"X16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X T -O" ROOF HATCH FURNISHED AND JOB # 170018 F.F. E.. 65 INSTALLED BY GC - PAINT BLACK 0'- 0" DATE: 07-6-2017 96 CURB WITH INTERGRAL CAP FLASHING DRAWN BY: RC 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH 0 ROOF CHECKED BY— STRUCTURE: SS 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/211 X 21/2" STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X31/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/4"X4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER I 1_3 11-11 I_ SEE STRUCT. 1_1 108 NOMINAL 2X4 CROSS BRACING AT 16.O.C. 109 NOMINAL 2X10 CONTINUOUS �--311 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE 4 WLL SECTION 3/411= 1-011 T A.1 1 WALL SECTION 3 3/4"= 1'-0" F.F. E. 01-019 WALL SECTION 3/4" = 1'-0" _ PARAPET 22'- 0" CUPOLA 15'-8" B.O. TRUSS 11' - 71/2" u.__ 3 62 T 12" I 71/8" I / -4-4 64 L=88 49 41 73 8 WALL SECTION 1 3/4" = 1'-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS - SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA - PAINT GREEN 8 1/4 FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE. LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdgilp.com 15 1/21, PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 1.9 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 6" EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. W Q 32 METAL RIDGE FLASHING 33 1/2" PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH Q JOINT 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. W 35 WHITE LED - SEE SIGN DRAWINGS 36 5/4" X 6" FIBER CEMENT TRIM - PAINT GREEN O Q M 37 BLOCKING - SEE STRUCTURAL Tm Q 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED i•• Q GREEN 0— 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED w w 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF '' W O OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLSO F- J HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL Z LL FASTENERS PER MANUFACTURER. 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED U Q 42 JOHNS MANVILLE ENRGY3, 4" RIGID INSULATION I.LJ 43 5/8" APA RATED EXT PLYWOOD SHEATHING r n Z O 44 5/4" X 5" CEDAR WOOD TRIM v r/ il- 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) -SEE STRUCT. �j Z 46 5/4" X 4" CEDAR WOOD TRIM O Q 47 5/4" CEDAR WOOD TRIM (n 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM C) 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. C 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, r GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 53 WOOD TRUSS - SEE STRUCTURAL -� 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE J 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER - 56 VAPOR BARRIER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR 57 DOOR, SEE DOOR SCHEDULE USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/41IX4" FIBER CEMENT TRIM - PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS 61 10"X10" VENTILATION LOWER BEYOND AT EACH END (NFA MIN. - WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY 72 S.I. MIN.) CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS -SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND 63 6" BATT INSULATION COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BOG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES THECONFLICTS. THE 66 HEADER, SEE STRUCT. CONTRACTOR IISS ATED RI SPONSIIBLE FOR E COO DIINATITION,, SCHEDULING 67 NOMINAL 2X6 STUDS AT 16" U.C. AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 70 1/2" MOISTURE RESISTANT GYP. BD. SEAL 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 73 CONCRETE SLAB: SEE STRUCTURAL 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEET'S (FS) 75 1/2" AIR GAP MAX. 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 79 DECORATIVE RAFTERS AT 24" O.C,, SEE RCP 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE P _.7PMOUNTED TV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR0017669 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE: BY DATE DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND 3 10-16-2017 CONSTRUCTION SET ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 88 1/2" CEMENT BOARD 12" HIGH 89 1 1/2" X 1/2" METAL FURRING CHANNELS 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 92 6" METAL STUDS - SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. F.F. E. A[--'\ 94 8"X8"x16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 0, --011 a 95 BILCO "TYPE NB" 2'-6" X 3'-0" ROOF HATCH FURNISHED AND INSTALLED BY GC - PAINT BLACK JOB 170018 96 CURB WITH INTERGRAL CAP FLASHING DATE:: 07.6-20 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH TO ROOF DRAWN D R BY: SSS C STRUCTURE CHECKED 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/2" X 2 1/2" STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X3"1/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/4"X4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER SEE STRUCT. 105 CONTINUOUS SECURITY RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE CO. 108 NOMINAL 2X4 CROSS BRACING AT 16.O,C. A-312 109 NOMINAL 2X10 CONTINUOUS 110 4 THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE rh T.O. PLATE 9'-6" WALL SECTION 3/4 = 11-011 12" rIlk W 22'-( rh CUPS lu 15'-1 B.O. 12' ME 79 26 47 1 51 1 15 40 1 47 1 2� 53 4 '='"•► 6 8 36 43 3 28 36 13 PARAPET 22'-0" CUPOLA5-81-1 15, 15' 8" C1 4 42 3 � B.O. TRUSS AT GRID -1 12'- 7 1/2" T.O_PLATE 8'-6" F.F.E. 0 \_w 1 0' -w T F WALL SECTION 1 3/4" = 1'-0 T.O. PLATE OIL 9'-6" F.F. E. 0'-0" WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS - SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA - PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED b d 9 PAINT BLACK 10 WINDOW, SEE WINDOW SCHEDULE 9 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED arc s 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE hitec 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'4" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic, #: AA - 0003590 WATERSHIELD ABOVE. LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdgilp.com 15 1/21, PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24" O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 6" EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. W [, 32 METAL RIDGE FLASHING 33 1/2" PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH U) Q JOINT 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. W 35 WHITE LED - SEE SIGN DRAWINGS 36 5/4" X 6" FIBER CEMENT TRIM - PAINT GREEN O D M 37 BLOCKING - SEE STRUCTURAL T 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED i•• m 0 GREEN E TI L B M T ID G I S D W 40 SINGLE PLY OOF MEM RANE - TU N UP WALL TO BOTTOM OF OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLS F'- O HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL O z I,,_ FASTENERS PER MANUFACTURER. py v o 1 42 JOHNS MANVILLE ENRGY3, 4" RIGID INSULATION W w 43 5/8" APA RATED EXT PLYWOOD SHEATHING U) z O 44 5/4" X 5" CEDAR WOOD TRIM 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. z 46 5/4" X 4" CEDAR WOOD TRIM O Q 47 5/4" CEDAR WOOD TRIM uj 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM (7 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. O 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, r GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 53 WOOD TRUSS - SEE STRUCTURAL 54 NOMINAL 2X4 FIRESTOP AT CEILING LINE 55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS )HEREINAFTER 56 VAPOR BARRIER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR 57 DOUR, SEE DOOR SCHEDULE USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CJS SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/41IX4" FIBER CEMENT TRIM - PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL 61 10"X10" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. = WITHOUT THE EXPRESSWRITTEONAPPROVALOFBDGARCHITECTS;ORPANY 72 S.I. MIN. CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL 62 NOMINAL 2X JOISTS -SEE STRUCT. AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND 63 6" BATT INSULATION COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR TO BDGPRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. PERFORMING WORK SHHALLI ECTS SULTT IN THE WA VIER OF ANY CLAIMS OR 66 HEADER, SEE STRUCT. DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING 67 NOMINAL 2X6 STUDS AT 16" U.C. AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE 70 1/2" MOISTURE RESISTANT GYP. BD. SEAL 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 73 CONCRETE SLAB: SEE STRUCTURAL 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 75 1/2" AIR GAP MAX. 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 79 DECORATIVE RAFTERS AT 24" O.C., SEE RCP 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE C I` MOUNTED TV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12" METAL OVERFLOW SCUPPER FL License # AR0017669 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE: DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND 3 10-16-2017 CONSTRUCTION SET ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 88 1/2" CEMENT BOARD 12" HIGH 89 1 1/2" X 1/2" METAL FURRING CHANNELS 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 92 6" METAL STUDS - SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 811X81'X16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X T-0" ROOF HATCH FURNISHED AND JOB # 170018 INSTALLED BY GC - PAINT BLACK DATE: 07-6.2017 96 CURB WITH INTERGRAL CAP FLASHING DRAWN BY: RC 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH TO ROOF STRUCTURE CHECKED BY: SS 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS WELD TO SIDE RAILS AT 12" O.C. 101 1/2" X 2 1/2" STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X3"1/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/41IX4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER SEE STRUCT. 105 CONTINUOUS SECURITY RAIL, GALVANIZED FENCE BAR BY GALVANIZED FENCE CO. 108 NOMINAL 2X4 CROSS BRACING AT 16.O.C. A-313 109 NOMINAL 2X10 CONTINUOUS 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE SIM 4 WALL SECTION 3/4" = 1'-0" 3 INT- DISPLAY BAKERY LOW WALL 3/4" T I WALL SECTION NOTES 1 5 RIB V -GROOVE METAL ROOF 2 3/4" APA RATED EXT. PLYWOOD SHEATHING, SEE STRUCT. 3 RAFTERS - SEE STRUCT. 4 CONTINUOUS WATER & ICE SHIELD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. 5 EXTEND WALL UP TO SHEATHING BETWEEN EACH RAFTER 6 DRIP EDGE 7 5/4" FIBER CEMENT FASCIA - PAINT GREEN 8 1/4" FIBER CEMENT SOFFIT CEDAR, PRE -FINISHED bd 9 PAINT BLACK __ 9 10 WINDOW, SEE WINDOW SCHEDULE IL 11 5/4" X 10" FIBER CEMENT TRIM, PREFINISHED arch iT-.tects 12 BRICK ROWLOCK SILL - SLOPE FOR POSITIVE DRAINAGE 13 METAL FLASHING 100 S. Ashley Dr., P: 813 - 323 - 9233 14 TYVEK DRAINWRAP UP TO 9'-0" A.F.F. AT TALLER WALLS, ICE & Ste. 100 Lic. #: AA - 0003590 WATERSHIELD ABOVE. LAP OVER TYVEK 4" AT TRANSITION Tampa, FL 33602 W: www.bdglip.com 15 1/2" PLYWOOD 16 BRICK VENEER, RUNNING BOND 17 WEEPS, SEE SPECIFICATIONS 18 GROUT SOLID 19 PRESSURE TREATED NOMINAL 2X FLOOR FRAMING AT 24 O.C. 20 3/4" PLYWOOD SHEATHING - GLUED & SCREWED 21 FINISH FLOOR MATERIAL, SEE ROOM FINISH SCHEDULE 22 WALL BASE, SEE ROOM FINISH SCHEDULE, SHEET A-610 23 1/2" GYPSUM BOARD 24 1X8 BEVELED CEDAR SIDING, WITH 61" EXPOSURE 25 SIGNAGE, SEE SIGN DRAWINGS 26 (3) 2"X8" WOOD BEAM 27 NOMINAL 1X4 FURRING AT 24" O.C. 28 71/4" FIBER CEMENT HORIZONTAL LAP SIDING 29 DAMP COURSE FLASHING 30 WALL FINISH, SEE FIXTURE SHEETS (FS) 31 NOMINAL 2X4 FRAMING AT 16" O.C. W Q 32 METAL RIDGE FLASHING 33 1/21" PLYWOOD ROUGH SAWN FINISH, BATTEN STRIPS AT EACH Q JOINT 34 NOMINAL 2X CONTINOUS LEDGER, SEE STRUCT. W 35 WHITE LED - SEE SIGN DRAWINGSO � M 36 5/4" X 6" FIBER CEMENT TRIM - PAINT GREEN 37 BLOCKING - SEE STRUCTURAL 38 METAL COPING CAP - GALVANIZED FLASHING PRIMED & PAINTED m Q GREEN Q — A 39 VERTICAL FIBER CEMENT SIDING, PREFINISHED W 40 SINGLE PLY ROOF MEMBRANE - TURN UP WALL TO BOTTOM OF OVERHANG AND SECURE UNDER CAP FLASHING. AT WALLS I'- O HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL O z (j„ FASTENERS PER MANUFACTURER. Ljj 41 WRAP BEAM WITH 5/4" FIBER CEMENT TRIM, PREFINISHED (� Q 42 JOHNS MANVILLE ENRGY3, 4" RIGID INSULATION (� 43 5/8" APA RATED EXT PLYWOOD SHEATHING z O 44 5/4" X 5 CEDAR WOOD TRIM IJ_ 45 COLUMN, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. z 46 5/4" X 4" CEDAR WOOD TRIM O Q 47 5/4" CEDAR WOOD TRIM uj 48 5" METAL GUTTER, COLOR TO MATCH WOOD TRIM W C) 49 BEAM, (PAINT ALL EXPOSED AREAS BLACK) - SEE STRUCT. O 50 26 GA. 2-1/2" EXPOSURE CORRUGATED METAL PANELS, GALVANIZED 51 2X8 PINE CAP (EASE EDGE) 52 LIGHT FIXTURE, SEE ELECTRICAL 53 WOOD TRUSS - SEE STRUCTURAL 54 NOMINAL 2X4 FIRESTOPcAT CEILING LINE THES55 ACOUSTICAL CEILING, SEE FINISH SCHEDULE CAD O DRAWINGS AND PLANS,OF DRAWINGS D PLANS (HEREINAFTER ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER 56 VAPOR BARRIER °PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR 57 DOOR, SEE DOOR SCHEDULE USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 58 SILICONE SEALANT CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT 59 CONTINUOUS RIDGE VENT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, 60 5/4"X4" FIBER CEMENT TRIM - PAINT GREEN REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS 61 10"X10" VENTILATION LOUVER BEYOND AT EACH END (NFA MIN. = WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR OF THESE PLANS 72 S.I. MIN.) REASON, BY ANY PERSON OTHER TTHAIN WENT BOG ARCHITECTS SHALL ANY AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG 62 NOMINAL 2X JOISTS -SEE STRUCT. ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND 63 6" BATT INSULATION DAMAGES COMPLETE INCLUDING ERRORS AND OMISSIONS ARISING UTOF RCLAIMS, OR 64 4" WIDE X CONT. SOFFIT VENT (NFA MIN. = 144 S.I.) WITH INSECT RELATED TO THE REF BRED PLANS. ANY ADISCRTELY E BDCIES OR TECONFLICTS IN THE PLANS SHALLCTS FOR SCREEN CLARIFICATION PRIOR TO CONTINUING WITH THE WORK, FAILURE TO REFER BOG ARCHITECTS PRIOR TO 65 CONCRETE FOOTING - SEE STRUCT. P RFORM NGIES WO KCTS SHHALLI ESULTO IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE 66 HEADER, SEE STRUCT. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY 67 NOMINAL 2X6 STUDS AT 16" O.C. SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 68 NOMINAL 2X4 STUDS AT 16" O.C. 69 THRESHOLD, SEE DOOR SCHEDULE SEAL 70 .1/2" MOISTURE RESISTANT GYP. BD. 71 CERAMIC WALL TILE -SEE ROOM FINISH SCHEDULE, A-610 72 24"X30" NYSTROM - XHTL ACCESS DOOR 73 CONCRETE SLAB: SEE STRUCTURAL 74 BLOCKING FOR SEATING: LOCATE AS SHOWN ON FIXTURE SHEETS (FS) 75 1/2" AIR GAP MAX. 76 BRICK ANGLE, SEE STRUCT. 77 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS 78 4X8X16 SOLID BLOCK -SEE STRUCT. 79 DECORATIVE RAFTERS AT 24" O.C., SEE RCP 80 ADD BLOCKING AS REQUIRED FOR SUPPORT OF SURFACE / MOUNTED TV - SEE EQ/FS, SEE ELECT. 81 CONCRETE JOINT FILLER Architect of Record 82 CONTINUOUS FLASHING AROUND SCUPPER Gregg A. Holdsworth, AIA, LEED AP 83 8"X12 METAL OVERFLOW SCUPPER FL License # AR0017669 84 3"X8" SCUPPER OPENING, PROVIDE MEMBRANE FLASHING ALL ISSUE BY DATE DESCRIPTION SIDES 1 RC 08-24-2017 PERMIT COMMENTS 85 PROVIDE STAINLESS STEEL CAP AROUND ENTIRE OPENING AND 3 10-16-2017 CONSTRUCTION SET ABOVE BRICK ROWLOCK 86 ROWLOCK COURSE 87 ACTUAL 6X6 TREATED CEDAR POST 88 1/2" CEMENT BOARD 12" HIGH 89 1 1/21' X 1/21" METAL FURRING CHANNELS 90 BRICK TIES 91 CONT. 6" METAL SLIP TRACK - SEE STRUCT. 92 6" METAL STUDS - SEE STRUCT. 93 NEW CONT. METAL STUD TRACK, SEE STRUCT. 94 8"X8"x16" SPLIT FACE CMU PROJECT INFORMATION BLOCK 95 BILCO "TYPE NB" 2'-6" X 3'-0" ROOF HATCH FURNISHED AND JOB # 170018 INSTALLED BY GC - PAINT BLACK DATE: 07-6-2017 96 CURB WITH INTERGRAL CAP FLASHING DRAWN BY: RC 97 PROVIDE BLOCKING AS REQUIRED TO SECURE HATCH TO ROOF CHECKED BY: SS STRUCTURE 98 ROOF DRAIN, SEE PLUMBING FOR CONTINUATION. 99 1/2'"X21/2" STEEL LADDER BRACKETS - WELD TO SIDE RAILS & SHEET TITLE BOLT TO WALL WITH 2 3/8" DIA LAG BOLTS. BRACKET TO RUN IN. 100 3/4" DIA. STEEL RUNGS - WELD TO SIDE RAILS AT 12" O.C. 101 1/2" X 21/2 STEEL SIDE RAILS WITH EASED EDGES 102 SECURE LADDER TO FLOOR WITH 3"X3"1/4" STEEL ANGLE WITH WALL SECTIONS 3/4" DIA. EXPANSION BOLTS, 4" LONG 103 5/41IX4" FIBER CEMENT TRIM, PREFINISHED, STAIN 104 CONT. 2X6 DIAPHRAGM CHORD AROUND PERIMETER OR ROOF - SHEET NUMBER 1 105 CONTINUOUS SECURITY RAIL, GALVANIZED FENCE BAR BY GALV NIZ�DFEN�CECO. Aq11 O . WALL SECTION1 WALL SECTION 109 NOMINAL 2X10 CONTINUOUS 3/4 V-011 3/4 11-011 110 4" THICK STYROFOAM TYPE IV INSULATION, SQUARE EDGE 13UNISEX 112 3/8 - 1-0 I 1 UNISEX 112 3/811= 1-011 TAC 12UNISEX 112 3/8 = 1 0 TA5 STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA1 BOBRICK B -6806x36 STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA2 BOBRICK B -6806x42 Q m _ g U T D S U D P" w Lu Ez O 0 TAS' TORK \ \ \ \ SURFACE MOUNTED PAPER TOWEL DISPENSER OWNER Ell RIEN 3'-1" (B.O. MIRROR) 0 z O< SOAP DISPENSER / u) 44" (DISPENSING HT.) TA8 BOBRICK r N ' / 112 E S OTHERS OTHERS OTHERS G.C. G.C. .C. G.C. G.C. G.C. G.C. G.C. 48" MAX A J TILT I S E S 39"-41" (B/O BAR) 37" (CONTROLS AND DISPENSING SLOT) 43" (CONTROLS AND DISPENSING SLOT) MAX 40" (B/O MIRROR) 13UNISEX 112 3/8 - 1-0 I 1 UNISEX 112 3/811= 1-011 TAC 12UNISEX 112 3/8 = 1 0 TA5 11 UNISEX 112 3/8 = 11-011 t 3 TA7 TA6 3 TA4 TA1 TOILET ACCESSORY SCHEDULE INSTALLED MARK MANUFACTURER MODEL DESCRIPTION FURNISHED BY BY MOUNTING HEIGHT STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA1 BOBRICK B -6806x36 STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA2 BOBRICK B -6806x42 Q m _ g U T D S U D P" w Lu Ez O 0 TAS' TORK 1552028 SURFACE MOUNTED PAPER TOWEL DISPENSER OWNER Ell RIEN 3'-1" (B.O. MIRROR) 0 z 11 UNISEX 112 3/8 = 11-011 t 3 TA7 TA6 3 TA4 TA1 TOILET ACCESSORY SCHEDULE INSTALLED MARK MANUFACTURER MODEL DESCRIPTION FURNISHED BY BY MOUNTING HEIGHT 2'- 0„ \ 91/2" \ \ T 6 \ 1 \\ CORIAN TROUGH SINK, \ \ LO COLOR SILT, BY 1 Og \ MILLWORK SUPPLIER \ TA6 r / r , iA 0. co r r r / MEN'S 109 9 MEN'S 109 8 3/8" = 1'-0" WOMEN'S 108 5 3/8" = 1'-0" BY MILLWORK SUPPLIER WOMEN'S 108 2 3/8" = 1'-0" STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA1 BOBRICK B -6806x36 STRAIGHT GRAB BAR OTHERS G.C. 2'-9" TA2 BOBRICK B -6806x42 Q m _ g U T D S U D P" w Lu Ez O 0 TAS' TORK 1552028 SURFACE MOUNTED PAPER TOWEL DISPENSER OWNER 3 3'-1" (B.O. MIRROR) 0 z O< SOAP DISPENSER OWNER u) 44" (DISPENSING HT.) TA8 BOBRICK BY OWNER TA8 IVES 581 WARDROBE HOOK A' C _ O SN A A I A TA10 BOBRICK B -6806x18 STRAIGHT GRAB .BAR TA11 WORLD DRYER VERDEdri- Q-1 62A HAND DRYER TA12 WORLD DRYER VERDEdri- Q-1 62A HAND DRYER TA13 SCHLUTER- EDGE PROTECTOR- BRUSHED STAINLESS STEEL TA14 - MIRROR- 4'-011 x 31-71'1/4 CLEAR PLATE GLASS MIRROR NOTES 1. PROVIDE WOOD BACKING FOR ALL ACCESSORIES AND ANCHOR WITH TOGGLE BOLTS OR LAG SCREWS (NO PLASTIC EXPANSION SHIELDS PERMITTED). 2. PROVIDE WALL BUMPER (GENERAL PARTITIONS #6250 OR ROCKWOOD #400) AT TOILET STALL DOORS. 3. ALL TOILET PARTITIONS & URNIAL SCREENS SHALL BE SOLID PLASTIC BLACK. 4. ALL TOILET PARTITION DOORS SHALL HAVE SELF CLOSING DOORS AND ADA COMPLIANT PULLS ON BOTH SIDES. 5. CONTRACTOR TO VERIFY WITH OWNER PRIOR TO PURCHASING ALL ITEMS LISTED AS SUPPLIED/FURNISHED BY OWNER. E S OTHERS OTHERS OTHERS G.C. G.C. .C. G.C. G.C. G.C. G.C. G.C. 48" MAX A J TILT I S E S 39"-41" (B/O BAR) 37" (CONTROLS AND DISPENSING SLOT) 43" (CONTROLS AND DISPENSING SLOT) MAX 40" (B/O MIRROR) 2'- 0„ \ 91/2" \ \ T 6 \ 1 \\ CORIAN TROUGH SINK, \ \ LO COLOR SILT, BY 1 Og \ MILLWORK SUPPLIER \ TA6 r / r , iA 0. co r r r / MEN'S 109 9 MEN'S 109 8 3/8" = 1'-0" WOMEN'S 108 5 3/8" = 1'-0" BY MILLWORK SUPPLIER WOMEN'S 108 2 3/8" = 1'-0" CORIAN TROUGH SINK, COLOR WOMM '108 SILT, BY MILLWORK SUPPLIER 4 3/8" " PROVIDE 1/4" CONTROL JOINT FOR TRANSITION PIECE AT CHANGE IN ELEVATION CONCRETE RAMP - RE TO STRUCTURAL FOR INFORMATION M 7 MEN'S 109 3/811= 11-011 kN TROUGH SINK, R SILT, BY VORK SUPPLIER 1 6 1/8"' - �R SILT, BY MILLWORK SUPPLIER 6 MEN'S 109 3WOMEN_S11108 3/8 - 1 0 8'-91/2" TO STUD PROVIDE 1 4" CONTROL JOINT FO RANSITION PIECE AT ANGE IN ELEVATIO o � 14 HANDRAIL DETAIL 3/811= 1-011 i� 1 ENLARGED PLAN- ADA O' '" """"`. ""r' 411 1/211 = 1'-0 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp-com W 0 V ) cr_ W r", 0 �M 17 0Q Q m Q w Lu Ez O 0 Z UL. U) W� Z 0 z O< W c u) O • .• ilk ,������_ �. rill�l CORIAN TROUGH SINK, COLOR WOMM '108 SILT, BY MILLWORK SUPPLIER 4 3/8" " PROVIDE 1/4" CONTROL JOINT FOR TRANSITION PIECE AT CHANGE IN ELEVATION CONCRETE RAMP - RE TO STRUCTURAL FOR INFORMATION M 7 MEN'S 109 3/811= 11-011 kN TROUGH SINK, R SILT, BY VORK SUPPLIER 1 6 1/8"' - �R SILT, BY MILLWORK SUPPLIER 6 MEN'S 109 3WOMEN_S11108 3/8 - 1 0 8'-91/2" TO STUD PROVIDE 1 4" CONTROL JOINT FO RANSITION PIECE AT ANGE IN ELEVATIO o � 14 HANDRAIL DETAIL 3/811= 1-011 i� 1 ENLARGED PLAN- ADA O' '" """"`. ""r' 411 1/211 = 1'-0 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp-com W 0 V ) cr_ W r", 0 �M 17 0Q Q m Q w Lu Ez O 0 Z UL. U) W� Z 0 z O< W c u) O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND. EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DES GN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF. ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE ENLARGED RESTROOM PLANS AND ELEVATION SHEET NUMBER A-400 KITCHEN WALL ELEVATION 3/8 - 11-011 7 A-410 ENLARGED KITCHEN WALL PLAN 3/8" = 1'-0" ACOUSTICAL CEILING PAINT BLACK 2x4 WOOD STUDS @ 16" O.C. 11'-0" 5/4" X 4" CEDAR TRIM — SEE FIXTURE SHEET (FS) FOR WALL FINISH 5/4" X 4" CEDAR TRIM 1/2" PLYWOOD r HEADER, SEE STRUCTURAL 5/4" X 4" CEDAR TRIM —� r— 5/4" X 4" CEDAR TRIM BEAM, SEE STRUCTURAL R ACOUSTICAL CEILING 2X6 WOOD STUD @ 16" O.C. 1/2" PLYWOOD — -- 5/4" X CEDAR TRIM 7 WALL DETAIL 3 WALL DETAIL 1-011 1 1-011 II o --------- ---------- -------------------- > W ro. O �M r O Q m � aC F_ o O zL o O U) Ww Z O 'Sz OU) W o 2 12 Y PAINT BLACK "5/4" x 4" CEDAR WOOD TRIM X4 WOOD STUD @ 16" O.C. SEE FIXTURE SHEET (FS) OR WALL FINISH /2" PLYWOOD x 4" CEDAR WOOD TRIM ACOUSTICAL CEILING 5/4" X 4" CEDAR TRIM 2X6 WOOD STUDS @ 16" O.C. I I -r I I I BRICK TIE I I BRICK VENEER RUNNING BOND L I l (2 2 A-410 BEAM, SEE STRUCURAL , 2X4 WOOD STUDS @ 16" O.C. PAINT BLACK 1/2" PLYWOOD 5/4" X 4" CEDAR TRIM 01 I►L --------------- 2 1'-0" BEAM, SEE STRUCTURAL. 2 2X6 WOOD STUDS @ 16" O.C. i 5 RIB V -GROOVE METAL ROOFING ,IM i I 1"X4" FURRING @ 24" O.C. I I ( I I I I 'I I I I I ;I DECORATIVE NOMINAL I 2"X6" RAFTERS 3 /4" 4' C DA T IM 4' 1/2" PLYWOOD ETS EE FIXTURE SHEETS (FS) dISH OR WALL FINISH 5/4" X 4" CEDAR TRIM I PAINT BLACK 1/2" PLYWOOD 5/4" X 4" CEDAR TRIM 111'-0" 2X4 WOOD STUDS @ 16" O.C. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com W o U) > W ro. O �M r O Q m � aC F_ o O zL o O U) Ww Z O 'Sz OU) W o THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS, ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORKAND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL ( 7/1 1 Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY I DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET SEE FIXTURE SHEETS (FS) FOR WALL FINISH PROJECT INFORMATION BLOCK JOB # 170018 =CEDAR DATE: 07-6-2017 DRAWN BY: RC ACOUSTICAL CEILING !: 5/4" CEDAR TRIM. CHECKED BY: SS BRICK VENEER 1/2 PLYWOOD SEE FIXTURE SHEETS (FS) RUNNING BOND 1 FOR WALL FINISH 5/4" X 4" CEDAR TRIM 2X4 WOOD STUDS SHEET TITLE @ 16" O.C. 1/2" PLYWOOD t SEE FIXTURE SHEETS 5/4" X 4" CEDAR TRIM 1'- 01 /2" ENLARGED KITCHEN BRICK ANGLE SEE SEE FIXTURE SHEETS (FS) (FS) FOR WALL FINISH q FOR WALL FINISH STRUCTURAL WALL HEADER, SEE STRUCTURAL 5/4" X 4" CEDAR TRIM 5/4" X 4" CEDAR TRIM 5/4" X 4" CEDAR TRIM f V- 01/2" END CAP TRIM SHEET NUMBER 5/4" X CEDAR TRIM 5/4�� X CEDAR TRIM 6 OPENING HEAD DETAIL 5 OPENING HEAD DETAIL 4 OPENING HEAD DETAIL 1 1/2 1 0 A-41 O 1 1/2 - 1 -0 1 1/2 1 0 5 RIB V -GROOVE METAL ROOF P.E. WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS - SELF -ADHERING SHEET ROOF UNDERLAYMENT CONTINUOUS ALUMINUM DRIP -- --- - 5/4" FIBER CEMENT FASCIA CONTINUOUS 2X SUB FASCIA, TYPICAL — 1/4" FIBER CEMENT SOFFIT 1 4" X 24" VINYL SOFFIT VENT. 5/4" X 6 FIBER CEMENT TRIM SECURE MEMBRANE BEHIND TRIM BOARD TERMINATE PER MANUFACTURER PVC ROOFING ON APA RATED PLYWOOD SHEATH NG 11 ROOF OVERHANG DETAILS -A 1 1 /2 = 1-011 ROOF FRAMING W BEYOND - REFER TO STRUCTURAL, TYPICAL -� CONTINUOUS 2X SUB - FASCIA, TYPICAL -- �- -- 2X6 JOISTS AT 24" O.C., ' REFER TO STRUCTURAL O (CORRUGATED METAL CEILING - COLUMN/ BEAM BEYOND - 1/4" FIBER CEMENT SOFFIT ROOF OVERHANG AT OUTDOOR WAITING 71 1 /2" = 1'-011 AT WALLS HIGHER THAN 60", SECURE MEMBRANE WITH MECHANICAL FASTENERS AS PER ROOF MANUFACTURER PVC ROOFING MEMBRANE ON APA RATED PLYWOOD SHEATHING BASE TIE-IN PER ROOF MANUFACTURER, TYPICAL PVC ROOFING MEMBRANE SYSTEM OVER 1/2" ROOFING BOARD OVER POLYISO INSULATION, TYPICAL — APA PLYWOOD DECK, REFER TO STRUCTURAL DRAWINGS P.E. WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS 4 ROOF DETAIL AT CUPOLA WALL 1 1/211 = 11-011 1/4" FIBER CEMENT SOFFIT BLOKING AS REQUIRED CONTINUOUS SEALANT WITH BACKER ROD CONTINUOUS 2X6 ON CEILING FRAMING 5 RIB V -GROOVE METAL ROOF P.E. WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS SELF -ADHERING SHEET ROOF UNDERLAYMENT :•.. CONTINUOUS ALUMINUM DRIP 8\ 5/4" FIBER CEMENT FASCIA CONTINUOUS 2X SUB - FASCIA, TYPICAL /2" 1/4" FIBER CEMENT SOFFIT 5/4" X 6 FIBER CEMENT TRIM, SEE ELEVATION FOR HEIGHT SEALANT SELF -ADHERING SHEET ROOF UNDERLAYMENTTYVEK ON APA RATED PLYWOOD SHEATHING 10 ROOF OVERHANG DETAILS -113 1 1/2 - 1-0 2X BLOCKIN BETWEEN STUDS, TYPICAL ............... z 514'X FIBER CEMENT TRIM, SEE ELEVATION FOR HEIGHT 7,ry SEALANT T� I FIBER CEMENT SIDING I TYVEK DRAIN WRAP ON APA RATED PLYWOOD SHEATHING 4'-51/8" is ROOF OVERHANG AT ENTRY DETAIL 6 1 1/2 = 1'-0" DI VIAIr%n 1 ncf%! DaCCD Tf1 3ROOF HEAD WALL FLASHING DETAIL -B 1 1 /2 = 11-011 FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF UNDERLAYMENT TYVEK ON APA RATED PLYWOOD SHEATHING CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, TYPICAL - DO NOT CAULK 5/4" X FIBER CEMENT TRIM, SEE ELEVATION FOR HEIGHT CONTINUOUS PRE -FINISHED ALUMINUM COUNTER FLASHING WITH CLOSURE, SEE 8/A500 FOR DIMENSIONS 5 RIB V -GROOVE METAL ROOF SELF -ADHERING SHEET ROOF UNDERLAYMENT P.E. WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS SELF -ADHERING SHEET ROOF UNDERLAYMENTTYVEK ON APA RATED PLYWOOD SHEATHING I Z FLASHING, PAINT TO MATCH TRIM I° CEM 5/4"' X 10" STA TRIM I� I; RAIN WRAP ON APA OOD SHEATHING ; CEM STAINED SIDING 2. FIBER CE (NOM) ST SEALANT TYVEK D RATED PLYW FIBER CE VERTICAL 5 RIB V -GROOVE METAL ROOF 4" RIGID INSULATION APA RATED PLYWOOD DECK RAFTERS, REFER TO STRUCTURAL, TYPICAL CONTINUOUS WATER & ICE SHETLD UNDER ENTIRE METAL ROOFING & UP PARAPET WALL. SECURE UNDER METAL COPING. CONTINUOUS PRE-FINSIHED ALUMINUM DRIP WITH CONTINUOUS CLEAT, TYPICAL. PRE-FNISHED ALUMINUM GUTTER 5/4" FIBER CEMENT FASCIA CONTINUOUS 2X SUB - FASCIA, TYPICAL 1/4" FIBER CEMENT SOFFIT 2X6 WOOD STUD BATT INSULATION 1/2" GYPSUM BOARD DETAIL OF FLASHING SECTION 9 1 1 /2" = 1'-0" FIBER CEMENT SIDING TYPICAL ROOF TO WALL FLASHING PROFILE $ 3" = 1'-0" 1'-6" 5 ROOF OVERHANG DETAILS -C 1/211 �- --- 2X BLOCKING BETWEEN STUDS, TYPICAL 5 RIB V -GROOVE METAL ROOF SELF -ADHERING SHEET ROOF UNDERLAYMENT 4" RIGID INSULATION RAFTERS, REFER TO STRUCTURAL, TYPICAL — CONTINUOUS PRE-FINSIHED ALUMINUM DRIP WITH CONTINUOUS CLEAT, TYPICAL. ALUMINUM GUTTER 5/4" FIBER CEMENT FASCIA CONTINUOUS 2X SUB - FASCIA, TYPICAL 1/4" FIBER CEMENT SOFFIT 4" DIAMETER VINYL SOFFIT VENT, SEE RCP FOR LOCATION 5/4" X FIBER CEMENT TRIM, SEE ELEVATION FOR HEIGHT SEALANT TYVEK DRAIN WRAP ON APA RATED PLYWOOD SHEATHING FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF SELF -ADHERING SHEET ROOF UNDERLAYMENTTYVEK ON APA UNDERLAYMENTTYVEK ON APA RATED PLYWOOD SHEATHING RATED PLYWOOD SHEATHING CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, CONTINUOUS PRE -FINISHED TYPICAL - DO NOT CAULK ALUMINUM DRIP FLASHING, TYPICAL - DO NOT CAULK SEE STRUCTURAL FOR BLOCKING 5/4" X 10 FIBER CEMENT TRIM SIZES AND CONFIGURATION r CONTINUOUS PRE -FINISHED 5/4" X FIBER CEMENT TRIM, ALUMINUM COUNTER SEE ELEVATION FOR HEIGHT FLASHING WITH CLOSURE, SEE 8/A500 FOR DIMENSIONS CONTINUOUS PRE -FINISHED ALUMINUM COUNTER FLASHING WITH CLOSURE, SEE 5 RIB V -GROOVE METAL ROOF 8/A500 FOR DIMENSIONS 5 RIB V -GROOVE METAL ROOF SELF -ADHERING SHEET ROOF UNDERLAYMENT SELF -ADHERING SHEET ROOF UNDERLAYMENT P.E. WOOD TRUSSES, REFER TO STRUCTURAL DRAWINGS 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lica #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK, FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL a Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RS 08-24-2017 PERMIT COMMENTS 3 RS 10-16-2017 CONSTRUCTION SET ROOF BEYOND PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07.6-2017 P.E. WOOD TRUSSES, DRAWN BY: AC REFER TO STRUCTURAL CHECKED BY: SS DRAWINGS SHEET TITLE WALL DETAIL SHEET NUMBER ROOF HEAD WALL FLASHING DETAIL -C ROOF HEAD WALL FLASHING DETAIL -A 2 1 1 /2" = 1'-0" 1 1 1/211=19-011 A-500 W o LV O Z) = O aC. Q m C( Lu p 0 Z LL OC uj U o /) VZ w 0 �z W C� O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK, FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL a Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RS 08-24-2017 PERMIT COMMENTS 3 RS 10-16-2017 CONSTRUCTION SET ROOF BEYOND PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07.6-2017 P.E. WOOD TRUSSES, DRAWN BY: AC REFER TO STRUCTURAL CHECKED BY: SS DRAWINGS SHEET TITLE WALL DETAIL SHEET NUMBER ROOF HEAD WALL FLASHING DETAIL -C ROOF HEAD WALL FLASHING DETAIL -A 2 1 1 /2" = 1'-0" 1 1 1/211=19-011 A-500 STRAINER BASKET COMPRESSION RING CONTINUOUS BEAD OF FIRESTONE WATERBLOCK TYP. SINGLE PLY PVC MEMBRANE ULTRAPLY BONDING ADHESIVE (ADHERED SYSTEM ONLY) PRIMARY ROOF DRAIN INSULATION SUBSTRATE TYPICAL ROOF DRAIN DETAIL 9 611 = 1'-0" 1" CLEAR 7 RIDGE VENT DETAIL 6 -1-011. CONTINUOUS PRE -FINISHED ALUMINUM RIDGE COVER WITH 'T CLOSURE, SEE 8/A500 FOR DIMENSIONS 'v ROOF EQUIPMENT FASTEN PER MANUFACTURER'S RECOMENDATIONS METAL CURB BY MANUFACTURER Z ... _...... _ SINGLE PLY PVC CURB g _h... _._........... FLASHING iv _ _ I SINGLE PLY PVC - I MEMBRANE CONTINUOUS SEALANT SELF -ADHERING SHEET ROOF UNDERLAYMENT 3/4" APA RATED PLYWOOD DECK 5 RIB V -GROOVE METAL ROOF ROOF FRAMING -SEE STRUCTURAL DRAWINGS TYPICAL ROOF CURB DETAIL 6 3T. = 1'-0" CONTINUOUS BEAD OF SEALANT PVC ROOFING BONDING ADHESIVE STAINLESS STEEL CLAMPING RING PVC ROOFING MEMBRANE, AS FLASHING TOP FLASHING OR PRE -MOLDED PVC PIPE FLASHING (UNSUPPORTED) OR SYSTEM AS PER MANUFACTURER PVC MEMBRANE AS _ z FLASHING WELDED SPLICE bo PVC ROOF MEMBRANE e- 2" MIN N _.. PVC ROOFING BONDING '_INSULATION__._... -_�__........INSULATION....._....._ _. ADHESIVE I _. _......................... _...._....._...__. _.._......................._ _ ._.. 0 --------------- 2 m._. _...... ........ ....... ....... ._I- ..... ...... t...... .... W O a SUBSTRATE SUBSTRATE 3 TYPICAL ROOF PENETRATION FLASHING DETAIL 311 -1-0 i .050 ALUM. ENCLOSURE - CROSSBREAK OR SLOPE FOR DRAINAGE INSULATE VOID TO PREVENT CONDENSATION SLOPE PIPES DOWN AND AWAY FROM HOOD ALUMINUM FLASHING RECEIVER REMOVABLE ALUMINUM COUNTERFLASHING i z0 gz I PVC CURB FLASHING— z., 0 P.T. 2x WOOD BLOCKING, TYPICAL -- REFRIGERANT LINE DETAIL $ 1 1/2" = 1'-0" PVC ROOFING ON) PLYWOOD SHEATH SINGLE PLY PVC FI HEAT WELDED IN F CONTINUOUS SEAL OUTSIDE OF CUPOLA SHIM AS REQUIRE[ CONTINUOUS ALUI FLASHING AROUNI ENTIRE OPENING 24" X 30" PREMANUFACTURED ACCESS DOOR PREFINISHED COUNTER FLASHING Z EXTEND PVC ROOFING CONTINOUS THRU OPENING — INSULATED REFRIGERANT LINES ALUMINUM FLASHING WITH HEMMED EDGE PROVIDE FOAM SEALANT TO PREVENT INSECT OR RODENT INTRUSION HIGH -DOMED, CAPPED, GASKETED FASTENERS (18" O.C. DEPENDING UPON WIND ZONE AND LOCAL CONDITIONS; MIN. TWO FASTENERS PER SIDE) i' BONDING ADHESIVE FASTENERS PER MANUF. SPEC'S WELDED SPLICE 5 ACCESS DOOR DETAIL 2 NOT � oED ILAR INSIDE OF CUPOLA CONTINUOUS SEALANT, TYPICAL AT WALL HIGHER THAN 60" SECURE MEMBRANE WITH MECHANICAL FASTENERS PER MANUFACTURER PVC ROOFIN APA RATED F SHEATHING FULLY ADHEI ROOF BASE " ROOF MANUI PLYWOOD DI STRUCTURAI INSIDE OF PARAPET TYPICAL PARAPET DETAIL OUTSIDE OF PARAPET FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF UNDERLAYMENTTYVEK ON AF RATED PLYWOOD SHEATHING CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, T` PERIMETER SEALANT ON ALL SIDES OF SCUPPER SYSTEM SELF -ADHERING MEMBRANE FLASHING AROUND ENTIRE PERIMETER OPENING. EXTEN zz oa Q0- fV � WELDED .050" ALUMINUM SCUPPER SLEEVE WITH HEMP EDGES ON BED OF SEALANT CONTINUOUS SEALANT, TYPICAL 1 OVERFLOW SCUPPER DETAIL 3 =1-011 WRAP PVC ROOFING MEMBRANE DOWN OVER WOOD PLATE CONTINUOUS SEALANT, TYPICAL OUTSIDE OF PARAPET FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF UNDERLAYMENT ON APA RATED PLYWOOD SHEATHING 'LE PLY PVC FLASHING T WELDED IN PLACE ITINUOUS SEALANT, [CAL 3,LE PLY PVC FLASHING T WELDED IN PLACE iNOOD DECK, REFER TO UCTURAL DRAWINGS W o 3 PRE -FABRICATED ite ��.. �. ALUMINUM COPING WITH -nM 04 CONTINUOUS CLEATS AND 100 S. Ashley Dr., P: 813 - 323 - 9233 SPLICE PLATES, PAINT, SEE Ste. 100 Lic. #: AA - 0003590 ELEVATION FOR COLOR Tampa, FL 33602 W: www.bdglip.com P.T. WOOD NAILER ~ Z LL INSIDE OF PARAPET TYPICAL PARAPET DETAIL OUTSIDE OF PARAPET FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF UNDERLAYMENTTYVEK ON AF RATED PLYWOOD SHEATHING CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, T` PERIMETER SEALANT ON ALL SIDES OF SCUPPER SYSTEM SELF -ADHERING MEMBRANE FLASHING AROUND ENTIRE PERIMETER OPENING. EXTEN zz oa Q0- fV � WELDED .050" ALUMINUM SCUPPER SLEEVE WITH HEMP EDGES ON BED OF SEALANT CONTINUOUS SEALANT, TYPICAL 1 OVERFLOW SCUPPER DETAIL 3 =1-011 WRAP PVC ROOFING MEMBRANE DOWN OVER WOOD PLATE CONTINUOUS SEALANT, TYPICAL OUTSIDE OF PARAPET FIBER CEMENT SIDING SELF -ADHERING SHEET ROOF UNDERLAYMENT ON APA RATED PLYWOOD SHEATHING 'LE PLY PVC FLASHING T WELDED IN PLACE ITINUOUS SEALANT, [CAL 3,LE PLY PVC FLASHING T WELDED IN PLACE iNOOD DECK, REFER TO UCTURAL DRAWINGS W o V , D WJ ��.. �. O -nM 04 17 0< Q m Q lyw LLJ 0 O ~ Z LL N Up U) W Z0 �z 0 W o (Q THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY I DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: AC CHECKED BY: SS SHEET TITLE ROOF DETAILS SHEET NUMBER A-51 0 1 CIvIPCr[GV SAFETY GLASS 15LA ED TEMPERED SAFETY GLASS ` PANIC HARDWARE w w Q a a U) cn � � cn , (A) PREFINISHED SOLID CORE (B) PREFINISHED ) HOLLOW METAL WOOD CLEAR WHITE PINE HOLLOW METAL FLUSH INSULATED FLUSH INSULATED (FAUX WOOD) DOOR ELEVATIONS 2" 31-011 21 1 31 - O„ 211 (D) HOLLOW METAL (E) WOOD FLUSH SOLID FLUSH CORE BIRCH DOOR VIEWER 1/4" CLEAR TEMPERED GLASS (F) HOLLOW METAL FLUSHINSULATED, A B C D E FRAME TYPES DOOR NUMBER DOORS I DOOR I TYPE DOOR MATERIAL FRAME MATERIAL HEAD JAMB GLAZING HDWR. SET DESCRIPTION SIZES c� OQ MANUFACTURER ENTIRE JAMB m CONTINUOUS HINGE DOOR W 5 3/4" FROM COMMERCIAL HARDWARE: JOSH NOLES (27.441.7171) ALTERNATE CONTACT WHEELER z U- 2 UD i /� vJ LL! Z w 0 VON DUPRIN CD98EO x SNB 36" x 313 HARDWARE: MIKE KEEFE (612.590.4311) 002 41-01' T-01' D H.M. H.M. 7 8 MORTISE CYLINDER HOUSING 5 20-061x XQ11-948 CAM x. US1 OB 003 EXIT DEVICE 9' - 0" - SLIDING CHAIN LINK VON DUPRIN CD98EO x SNB 36" X 313 1 INTERCHANGABLE CORES SLIDING GATE WITH NON -SWIVEL OUTDOOR CASTERS AT BOTTOM & HARDWARE BY FENCE 23-030 C -KEYWAY x 606 1 EXIT ALARM DETEX DOOR o RIM CYLINDER HOUSING SCHLAGE 20-057 x ICX x 613 1 SUPPLIER 100 T-011 7'-0" C H.M. H.M. 1 2 SCHLAGE 2 PAINT INTERIOR FACES BLACK 101 6' - 0" 7' - 0" A WOOD H.M. 5 5 YES 8 CUSTOM DOOR TO. BE PURCHASED FROM COMMERCIAL HARDWARE: JOSH NOLES (270.441.7171) 1 KICK PLATES HAGER 190S 8x34x.050" x US10B 1 INTERCHANGABLE SWITCH SCHLAGE 23-030 C -KEYWAY x 626 1 PULL PLATE ALTERNATE CONTACT, WHEELER HARDWARE: MIKE KEEFE (612.590.4311) i 61-2" 71-01' B (PAIR) H.M. H.M. 6 2 YES 10 CUSTOM DOOR (STEEL CRAFT GRAINTECH, MAPLE FINISH #H16 -3070-82G) TO BE PURCHASED HAGER 34G 4x18 x L1 1 SWEEPS HAGER 750S N x 36" x DBA 1 ARMOR PLATE SPECIAL- LITE * 190S 36x45x.050" x US32D (D) HOLLOW METAL (E) WOOD FLUSH SOLID FLUSH CORE BIRCH DOOR VIEWER 1/4" CLEAR TEMPERED GLASS (F) HOLLOW METAL FLUSHINSULATED, A B C D E FRAME TYPES DOOR NUMBER DOORS I DOOR I TYPE DOOR MATERIAL FRAME MATERIAL HEAD JAMB GLAZING HDWR. SET DESCRIPTION SIZES c� OQ MANUFACTURER ENTIRE JAMB m CONTINUOUS HINGE DOOR W 5 3/4" FROM COMMERCIAL HARDWARE: JOSH NOLES (27.441.7171) ALTERNATE CONTACT WHEELER z U- 2 UD i /� vJ LL! Z w 0 VON DUPRIN CD98EO x SNB 36" x 313 HARDWARE: MIKE KEEFE (612.590.4311) 002 41-01' T-01' D H.M. H.M. 7 8 MORTISE CYLINDER HOUSING 5 20-061x XQ11-948 CAM x. US1 OB 003 EXIT DEVICE 9' - 0" - SLIDING CHAIN LINK VON DUPRIN CD98EO x SNB 36" X 313 1 INTERCHANGABLE CORES SLIDING GATE WITH NON -SWIVEL OUTDOOR CASTERS AT BOTTOM & HARDWARE BY FENCE 23-030 C -KEYWAY x 606 1 EXIT ALARM DETEX DOOR 1 RIM CYLINDER HOUSING SCHLAGE 20-057 x ICX x 613 1 SUPPLIER 100 T-011 7'-0" C H.M. H.M. 1 2 SCHLAGE 2 PAINT INTERIOR FACES BLACK 101 6' - 0" 7' - 0" A WOOD H.M. 5 5 YES 8 CUSTOM DOOR TO. BE PURCHASED FROM COMMERCIAL HARDWARE: JOSH NOLES (270.441.7171) 1 KICK PLATES HAGER 190S 8x34x.050" x US10B 1 INTERCHANGABLE SWITCH SCHLAGE 23-030 C -KEYWAY x 626 1 PULL PLATE ALTERNATE CONTACT, WHEELER HARDWARE: MIKE KEEFE (612.590.4311) i 61-2" 71-01' B (PAIR) H.M. H.M. 6 2 YES 10 CUSTOM DOOR (STEEL CRAFT GRAINTECH, MAPLE FINISH #H16 -3070-82G) TO BE PURCHASED HAGER 34G 4x18 x L1 1 SWEEPS HAGER 750S N x 36" x DBA 1 ARMOR PLATE SPECIAL- LITE * 190S 36x45x.050" x US32D FROM COMMERCIAL HARDWARE: JOSH NOLES (270.441.7171) ALTERNATE CONTACT WHEELER CLOSER LCN 4040XP S -COSH TBWMS x 695 1 THRESHOLD HAGER 4138 x 36" x DBA 1 HD FLOOR STOP HAGER HARDWARE: MIKE KEEFE (612.590.4311) 108 31-011 7' - 0" E WOOD H.M. 3 4 750S N x 48" x CLR 3 PROVIDE RESTROOM SIGNAGE MOUNTED AT 60" A.F.F. 109 (D) HOLLOW METAL (E) WOOD FLUSH SOLID FLUSH CORE BIRCH DOOR VIEWER 1/4" CLEAR TEMPERED GLASS (F) HOLLOW METAL FLUSHINSULATED, A B C D E FRAME TYPES (G) HOLLOW METAL FLUSH DOOR & FRAME SCHEDULE DOOR NUMBER DOORS I DOOR I TYPE DOOR MATERIAL FRAME MATERIAL HEAD JAMB GLAZING HDWR. SET DESCRIPTION SIZES c� OQ MANUFACTURER ENTIRE JAMB m CONTINUOUS HINGE DOOR W 5 3/4" FROM COMMERCIAL HARDWARE: JOSH NOLES (27.441.7171) ALTERNATE CONTACT WHEELER z U- 2 UD i /� vJ LL! Z w 0 VON DUPRIN CD98EO x SNB 36" x 313 HARDWARE: MIKE KEEFE (612.590.4311) 002 41-01' T-01' D H.M. H.M. 7 8 MORTISE CYLINDER HOUSING 5 20-061x XQ11-948 CAM x. US1 OB 003 EXIT DEVICE 9' - 0" - SLIDING CHAIN LINK VON DUPRIN CD98EO x SNB 36" X 313 1 INTERCHANGABLE CORES SLIDING GATE WITH NON -SWIVEL OUTDOOR CASTERS AT BOTTOM & HARDWARE BY FENCE 23-030 C -KEYWAY x 606 (G) HOLLOW METAL FLUSH DOOR & FRAME SCHEDULE DOOR NUMBER DOORS I DOOR I TYPE DOOR MATERIAL FRAME MATERIAL HEAD JAMB GLAZING HDWR. SET DESCRIPTION SIZES WIDTH I HEIGHT 001 T-011 7'-0" B H.M. H.M. 1 2 YES 1 CUSTOM DOOR (STEEL CRAFT GRAINTECH, MAPLE FINISH #H16 -3070-82G) TO BE PURCHASED SEALANT AROUND - OQ MANUFACTURER ENTIRE JAMB m CONTINUOUS HINGE DOOR W 5 3/4" FROM COMMERCIAL HARDWARE: JOSH NOLES (27.441.7171) ALTERNATE CONTACT WHEELER z U- 2 UD HAGER /� vJ LL! Z w 0 VON DUPRIN CD98EO x SNB 36" x 313 HARDWARE: MIKE KEEFE (612.590.4311) 002 41-01' T-01' D H.M. H.M. 7 8 MORTISE CYLINDER HOUSING 5 20-061x XQ11-948 CAM x. US1 OB 003 EXIT DEVICE 9' - 0" - SLIDING CHAIN LINK VON DUPRIN CD98EO x SNB 36" X 313 1 INTERCHANGABLE CORES SLIDING GATE WITH NON -SWIVEL OUTDOOR CASTERS AT BOTTOM & HARDWARE BY FENCE 23-030 C -KEYWAY x 606 1 EXIT ALARM DETEX DOOR 1 RIM CYLINDER HOUSING SCHLAGE 20-057 x ICX x 613 1 SUPPLIER 100 T-011 7'-0" C H.M. H.M. 1 2 SCHLAGE 2 PAINT INTERIOR FACES BLACK 101 6' - 0" 7' - 0" A WOOD H.M. 5 5 YES 8 CUSTOM DOOR TO. BE PURCHASED FROM COMMERCIAL HARDWARE: JOSH NOLES (270.441.7171) 1 KICK PLATES HAGER 190S 8x34x.050" x US10B 1 INTERCHANGABLE SWITCH SCHLAGE 23-030 C -KEYWAY x 626 1 PULL PLATE ALTERNATE CONTACT, WHEELER HARDWARE: MIKE KEEFE (612.590.4311) 102 61-2" 71-01' B (PAIR) H.M. H.M. 6 2 YES 10 CUSTOM DOOR (STEEL CRAFT GRAINTECH, MAPLE FINISH #H16 -3070-82G) TO BE PURCHASED HAGER 34G 4x18 x L1 1 SWEEPS HAGER 750S N x 36" x DBA 1 ARMOR PLATE SPECIAL- LITE * 190S 36x45x.050" x US32D FROM COMMERCIAL HARDWARE: JOSH NOLES (270.441.7171) ALTERNATE CONTACT WHEELER CLOSER LCN 4040XP S -COSH TBWMS x 695 1 THRESHOLD HAGER 4138 x 36" x DBA 1 HD FLOOR STOP HAGER HARDWARE: MIKE KEEFE (612.590.4311) 108 31-011 7' - 0" E WOOD H.M. 3 4 750S N x 48" x CLR 3 PROVIDE RESTROOM SIGNAGE MOUNTED AT 60" A.F.F. 109 T-011 7' - 0" E WOOD H.M. 3 4 SWEEPS 3 PROVIDE RESTROOM SIGNAGE MOUNTED AT 60" A.F.F. 110 4' - 0" 71-011 C H.M. H.M. -14 GAUGE 1 2 2 7 CEDAR TRIM & CEDAR SIDING TO BE OMITTED AT INTERIOR. PAINT INTERIOR FACES BLACK. 111 41-011 71-011 F FRP DOOR ALUMINUM 10 SIM 10 CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING 6 SPECIAL LITE- SL -17 FLUSH FRP DOOR, BLACK FRP FACE X BLACK ANNODIZED CHANNEL, W/ SL -301 EXIT DEVICE VON DUPRIN 2670 GUARD - X 325TB 36" x 313 HARDWARE SET #7 (EXTERIOR SINGLE DOOR) - MECHANICAL ROOM BY 1 RIM CYLINDER HOUSING SCHLAGE 20-057 - ICX x US10B QUANTITY ITEM MANUFACTURER MODEL ADJUSTABLE BOTTOM BRUSH & SL -260 TUBE FRAME (BLACK ANNODIZED). DETEX ALARM TO BE 1 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 606 SPECIAL -LITE CONTINUOUS HINGE HAGER 780-157HD-THRU BOLTS x 83„ -CLEAR 1 CLOSER HARDWIRED - SEE ELECTRICAL. 112 Y-011 7'-0" E WOOD H.M. 3 4 891 S V x 36"x84" x DBA 9 PROVIDE RESTROOM SIGNAGE MOUNTED AT 60" A.F.F. 113 T-011 7' - 0" G H.M. H.M. 5 5 YES 4 1 �^ 200 T-011 1'-0" ROOF LATCH GUARD - - THRESHOLD, SEE DOOR 1 WEATHER STRIPPING HAGER 891S V x 48"x84" x MIL HARDWARE SET #3 (INTERIOR SINGLE DOOR) - RESTROOMS 1 HATCH HAGER 750S -N x 48" x CLR QUANTITY ITEM MANUFACTURER MODEL 1 SEE FINISH SCHEDULE FOR FINISH 4" SOLID CMU BATT INSULATION BULLNOSE CAP 1/2 GYPSUM BOARD - CONT. BOND BEAM 5/4" X 4" CEDAR TRIM IN GROUT FILL, SEE STRUCTURAL SEALANT AROUND SEALANT AROUND ENTIRE FRAME ENTIRE FRAME 7 3/4"o WELDED HOLLOW METAL FRAME - GROUT SOLID DOOR, SEE SCHEDULE HEAD DETAIL AT DUMPSTER ENCLOSURE ''. 1 1/2 - 1 1-011 INT SEE ELEVATION FOR FINISH - TYVEK DRAINWRAP ON APA RATED PLYWOOD SHEATHING - 2X6 FRAMING. REFER TO WALL TYPES CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, TYPICAL v HEADER, SEE STRUCTRAL 5/4" X 4" FIBER CEMENT TRIM �- CONTINUOUS S.S. FLASHING, TYPICAL -- SEALANT AROUND ENTIRE FRAME -- SELF -ADHERING MEMBRANE FLASHING AROUND ENTIRE PERIMETER OPENING. EXTEND 3" MIN. WELDED HOLLOW METAL FRAME 1" INSULATED GLAZING DOOR, SEE SCHEDULE 2X6 WOOD STUD HARDWARE SET #1 (EXTERIOR SINGLE DOOR) - VESTIBULE 1/2" PLYWOOD U 5/4" X 4" CEDAR TRIM ITEM MANUFACTURER >� W HEADER, SEE STRUCTURAL_ O � SEALANT AROUND - OQ MANUFACTURER ENTIRE JAMB m CONTINUOUS HINGE DOOR W 5 3/4" 2X4 WOOD STUD WITH BATT INSULATION SEE PARTITION TYPE FOR SHEATHING SEE FINISH SCHEDULE FOR FINISH DOUBLE 2X4 FRAMING AT HEAD SEALANT AROUND ENTIRE FRAME WELDED HOLLOW METAL FRAME 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W HARDWARE SET #1 (EXTERIOR SINGLE DOOR) - VESTIBULE HARDWARE SET #6 (EXTERIOR SINGLE DOOR) - KITCHEN RECEIVING AREA U QUANTITY ITEM MANUFACTURER >� W QUANTITY O � M = OQ MANUFACTURER Q m CONTINUOUS HINGE C( W O 0 z U- 2 UD HAGER /� vJ LL! Z w 0 VON DUPRIN CD98EO x SNB 36" x 313 z DOOR VIEWER O 1756 x US26D W c � HEAD DETAILn JAMB DETAIL (HEAD SIM.) 4 JAMB DETAIL16-0 1 1/211 1-01111 = '- 11 1 1 /2 - 1 -0 t'- - - DOOR, SEE SCHEDULE 2X4 WOOD STUD WITH DOOR HARDWARE SCHEDULE HARDWARE SET #1 (EXTERIOR SINGLE DOOR) - VESTIBULE HARDWARE SET #6 (EXTERIOR SINGLE DOOR) - KITCHEN RECEIVING AREA HARDWARE SET #10 (EXTERIOR PAIR OF DOORS W/ CENTER MULLION) - MAIN ENTRY QUANTITY ITEM MANUFACTURER MODEL QUANTITY ITEM MANUFACTURER MODEL QUANTITY ITEM MANUFACTURER MODEL 1 CONTINUOUS HINGE HAGER 780-112HD x 83" x DKB 1 CONTINUOUS HINGE SPECIAL- LITE * SL-11HD, CLR 2 CONTINUOUS HINGE HAGER 780-112HD x DKB 83" 1 EXIT DEVICE VON DUPRIN CD98EO x SNB 36" x 313 1 DOOR VIEWER HAGER* 1756 x US26D 1 EXIT DEVICE VON DUPRIN CD98NL-OP SNB 36" x 313 1 MORTISE CYLINDER HOUSING SCHLAGE 20-061x XQ11-948 CAM x. US1 OB 1 EXIT DEVICE VON DUPRIN * 99EO X SNB 48" x US28 1 EXIT DEVICE VON DUPRIN CD98EO x SNB 36" X 313 1 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 606 1 EXIT ALARM DETEX EAX-2500SK x GRAY (HARD WIRE) 1 RIM CYLINDER HOUSING SCHLAGE 20-057 x ICX x 613 1 PULL PLATE HAGER 34G 4x18 x L1 1 MAGNETIC SWITCH DETEX MS2049S 2 MORTISE CYLINDER HOUSING SCHLAGE 20-061 -XQ 11-948 CAM X ICX X 613 1 CLOSER LCN 4040XP S -GUSH TBMMS x 695 1 MORTISE CYLINDER HOUSING SCHLAGE 20-061 - ICX x US26D 3 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 606 1 KICK PLATES HAGER 190S 8x34x.050" x US10B 1 INTERCHANGABLE SWITCH SCHLAGE 23-030 C -KEYWAY x 626 1 PULL PLATE HAGER 34G CFC 4x18 x L1 1 WEATHER STRIPPING HAGER 891S V x 36"x84" x DBA 1 CLOSER LCN 4040XP HCUSH TBWMS x 689 1 PULL PLATE HAGER 34G 4x18 x L1 1 SWEEPS HAGER 750S N x 36" x DBA 1 ARMOR PLATE SPECIAL- LITE * 190S 36x45x.050" x US32D 2 CLOSER LCN 4040XP S -COSH TBWMS x 695 1 THRESHOLD HAGER 4138 x 36" x DBA 1 HD FLOOR STOP HAGER 249F x US2C 2 KICK PLATE HAGER 1908 8X34X.05OxUSl OB 1 SWEEPS HAGER 750S N x 48" x CLR 2 WEATHER STRIPPING HAGER 891 S V x 36"x84" x DBA HARDWARE SET #2 (EXTERIOR SINGLE DOOR) - EMERGENCY EXIT 1 THRESHOLD HAGER 413S x 48" x MIL 2 SWEEPS HAGER 750S N x 36" x DBA QUANTITY ITEM MANUFACTURER MODEL * DENOTES FACTORY INSTALLED 2 THRESHOLD HAGER 413S x 36" x DBA 3 HINGES HAGER 13131191 4.5x4.5-NRP x US10B CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING 1 EXIT DEVICE VON DUPRIN 2670 GUARD - X 325TB 36" x 313 HARDWARE SET #7 (EXTERIOR SINGLE DOOR) - MECHANICAL ROOM DOOR AND WINDOW NOTES 1 RIM CYLINDER HOUSING SCHLAGE 20-057 - ICX x US10B QUANTITY ITEM MANUFACTURER MODEL 1. UNDERCUT DOORS WITHIN INDIVIDUAL UNITS AS REQUIRED. 2. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 3. DOOR SHALL MEET ALL LOCAL WIND SPEED AND IMPACT REQUIREMENTS. 4., PROVIDE ADA COMPLIANT HARDWARE ON ALL DOORS. 5. H.M DOOR FRAMES SHALL BE 16 GAUGE, WELDED UNLESS NOTED OTHERWISE. 6. HOLLOW METAL DOORS TO BE 18 GA FLUSH (INSULATED CORE AT EXTERIOR DOORS) 7. ALL WOOD DOORS TO BE SEALED WITH TWO COATS EACH SIDE, TOP, BOTTOM, AND EDGES. 8. ALL HOLLOW METAL DOOR FRAMES (AT SINGLE LEAF DOORS) SHALL BE FURNISHED WITH 3 RUBBER SILENCERS PER STRIKE JAMB. 9. WOOD ENTRY DOORS TO BE HUNG USING 1-1/2 PAIR HD. BALL BEARINGS 10. PROVIDE NEOPRENE WEATHERSTRIPPING ON ALL EXTERIOR DOORS, ADJUST THRESHOLD TO MINIMUM CLEARANCE. 11. PROVIDE DOOR STOPS OR WALL BUMPERS AT ALL DOORS. 12. CENTERLINE OF ALL STRIKES AND KNOBS TO BE 40 5/16" FROM FINISH FLOOR. CENTERLINE OF PUSH/PULLS TO BE 45" FROM FLOOR 13. ALL DOOR OPENINGS TO HAVE FLASHING & SEALANT WHERE REQUIRED PER SPECIFICATION. 14. ALL DOOR HANDLES, PULLS, ETC. TO BE EASILY GRASPABLE AND OPERABLE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. TO 48" MAX/ A.F.F. OPERABLE PARTS SHALL BE OPERALBE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OF TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. 15. DOORS TO BE OPENABLE WITH NOT MORE THAN ONE RELEASING OPERATION. (FBC 1008.1.9.2) 1 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 606 1 CONTINUOUS HINGE HAGER 780-157HD-THRU BOLTS x 83„ -CLEAR 1 CLOSER LCN 4040XP Rw/PA TBWMS x695 1 LOCKSET SCHLAGE ND80TD x RHO X US26D 1 WEATHER STRIPPING HAGER 891 S V x 36"x84" x DBA 1 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 626 1 SWEEPS HAGER 750S N x 36" x DBA 1 CLOSER LCN 404XP Rw/PA TBWMS x 689 1 �^ THRESHOLD HAGER 4135 x 36" x DBA 1 LATCH GUARD HAGER 341 D x 630 THRESHOLD, SEE DOOR 1 WEATHER STRIPPING HAGER 891S V x 48"x84" x MIL HARDWARE SET #3 (INTERIOR SINGLE DOOR) - RESTROOMS 1 SWEEPS HAGER 750S -N x 48" x CLR QUANTITY ITEM MANUFACTURER MODEL 1 THRESHOLD HAGER " 413S x 84 x MIL 3 HINGES HAGER BB1279 4.5x4.5 x US10 5/4" X 4" FIBER CEMENT TRIM PAVING, SEE CIVIL 1 PUSH PLATE HAGER 30S 4X16 X US1 OB HARDWARE SET #8 (INTERIOR PAIR DOORS) - INTERIOR VESTIBULE 1 PULL PLATE HAGER 36N 3.5X15 X US1OB QUANTITY ITEM MANUFACTURER MODEL 1 CLOSER LCN 4040XP Rw/PA TBWMS X 695 6 HINGES HAGER 661168 4.5x4.5 X US10B 1 KICK PLATE HAGER 190S 8x34X.050" x US1 OB 2 PUSH PLATE HAGER 30S 4x16 x US10B 1 WALL BUMPERS HAGER 236W x US10B 2 PULL PLATE HAGER 36N 3.5X15 X US1 OB METAL FRAME 2 CLOSER HAGER 4040XP S -COSH TBWMS x 695 HARDWARE SET #4 (INTERIOR SINGLE DOOR) - OFFICE 4 KICK PLATES HAGER 190S 8x34x.050" x US10B QUANTITY ITEM MANUFACTURER MODEL °` " ° ° DOOR TRANSITION NOTES 3 HINGES HAGER BB1279 4.5x4.5 x US10 HARDWARE SET #9 (INTERIOR SINGLE DOOR) - UNISEX RESTROOM 1. FLOOR LEVEL CHANGES GREATER THAN 1/4" SHALL BE BEVELED OR TAPERED 1:2 PER ADA. 2. FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE TAPERED AT A MAX 1:2 RATIO. MAX VERTICAL SHALL BE 1/4". 3.FLOOR LEVEL CHANGES GREATER THAN 1/2" SHALL BE SLOPED AT A MIN 1:12 RATIO OR PROVIDE ADA THRESHOLD. 1 LOCKSET SCHLAGE ND80PD X RHO X 626 QUANTITY ITEM MANUFACTURER MODEL 1 INTERCHANGABLE CORES SCHLAGE 23-030 C -KEYWAY x 626 3 HINGES HAGER BB1279 4.5x4.5 X US1 OB 1 CLOSER LCN 4040XP S -GUSH @90' TBWMS X 698 1 LOCKSET SCHLAGE ND405 RHO 613 1 CLOSER LCN 4041 REG TBWMS x DKBZ STOREFRONT/ GLAZING NOTES HARDWARE SET #5 (EXTERIOR SINGLE FULLY EXPOSED) - DUMPSTER ENCLOUSURE 1 KICK PLATE HAGER 190S 8x34x.050" x US10B 1. THE MINIMUM GLAZING PERFORMANCE SHALL BE AS FOLLOWS: U -FACTOR = 0.27-0.29 AND THE SOLAR HEAT GAIN COEFFICIENT = 0.38 - GLAZING BASIS OF DESIGN - PPG SOLAR BAN 60 CLEAR + CLEAR. 2. ALL EXTERIOR GLAZING SHALL BE TEMPERED, 1" INSULATED. 3.' ALL INTERIOR WINDOWS SHALL BE TEMPERED ONLY. 4. ALUMINUM STOREFRONT SYSTEM, EXTERIOR & INTERIOR SYSTEM BASED ON TRI -FAB VG 451T WITH CLASS I DARK BRONZE ANODIZED FINISH _ QUANTITY ITEM MANUFACTURER MODEL --- - SEE ELEVATION FOR FINISH 1 CONTINUOUS HINGE HAGER 780-157HD-THRU BOLTS x 83" -CLEAR TYVEK DRAINWRAP ON APA 1 WEATHERIZED EXIT DEVICE ADVANTEX DETEX 40xW SERIES x 48" X 628 RATED PLYWOOD SHEATHING r7KAWNEER 1 CLOSER LCN 4040XP HCUSH TBWMS x SRI x 689 BATT INSULATION 1 HEAD DETAIL b 0 O 1 1/211 1-0 7 3/4" WELDED HOLLOW METAL BATT INSULATION FRAME - GROUT SOLID THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY SEE PARTITION CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER " PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY F BDG SEALANT AROUND ENTRIE TYPE FOR SHEATHING ARCHITECTS, AND MAY NOT BER REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG FRAME ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE N .. - ' SEE FINISH SCHEDULE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS FOR FINISH WRITTEN APPROVALOF BDG ARCHITECTS. ANY REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WR TT NTHESE APPROVVALS DOUBLE 2X4. FRAMING OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY 3 �: AT HEAD "CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY CMU WALL �. SEALANT AROUND ENTIRE REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG IN AND FRAME ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT THE FULL COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS 5 3I4" WELDED HOLLOW METAL SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR FRAME WITH 3 ANCHOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PER JAMB PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING - O HEAD DETAIL AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. 1 1 /211= 11-011 7 SEE ELEVATION FOR SEAL JAMB DETAIL AT DUMPSTER ENCLOSURE 8 SEE FINISH SCHEDULE APA APA TYVEK DRAINWRAP ONNPA 11/2 " = 11-011 FOR FINISH RATED PLYWOOD SHEATHING 1 BATT INSULATION 2X6 FRAMING. REFER TO DOOR, SE SCHE ULE 1/2 GYPSUM BOARD WALL TYPES THRESHOLD, SEE DOOR SEALANT HARDWARE SCHEDULE JAMB STUDS, SEE STRUCTRAL CONCRETE JOINT FILLER 5/4" X 4" CEDAR TRIM 5/4" X 4" FIBER CEMENT TRIM PAVING, SEE CIVIL iV SEALANT AROUND ENTIRE FRAME as Aa ° SEALANT AROUND ENTIRE FRAME SELF -ADHERING MEMBRANE I -7V FLASHING AROUND ENTIRE ° ° °.=° ` a` WELDED HOLLOW PERIMETER OPENING. EXTEND 3" MIN. Architect of Record CONCRETE FOOTING, METAL FRAME 7 3/4' DOOR. SEE SCHEDULE Gregg A. Holdsworth, AIA, LEED AP °° , ° : ' 4 ; . SEE STRUCTURAL INT EXT FL License # AR0017669 °` " ° ° ISSUEJ BY I DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS -'4 JAMB DETAIL 2 1 1/2 = 1'-0'1 THRESHOLD DETAIL 9 _ 1 1/211 = 1'-011 SEE FINISH SCHEDULE --- - SEE ELEVATION FOR FINISH FOR FINISH TYVEK DRAINWRAP ON APA 1/2"� GYPSUM BOARD RATED PLYWOOD SHEATHING BATT INSULATION CEDAR SIDING 2X6 FRAMING. REFER TO PROJECT INFORMATION BLOCK WALL TYPES 1/2 GYPSUM BOARD JOB# 170018 2X6 WOOD STUD-FINISHEDCONTINUOUS PRE ALUMINUM DRIP FLASHING, TYPICAL DATE 07.6 2017 1/2" PLYWOOD DRAWN BY: AC HEADER, SEE STRUCTRAL CHECKED BY: SR 5/4" X 4" CEDAR TRIM - 5/4" X 4" CEDAR TRIM 5/4" X 4" FIBER CEMENT TRIM FRAMING AT JAMB N CONTINUOUS S.S. FLASHING, TYPICAL SHEET TITLE SEALANT AROUND ENTIRE FRAME SEALANT AROUND SEALANT AROUND ENTIRE ENTIRE FRAME SELF -ADHERING MEMBRANE DOOR SCHEDULE JAMB FLASHING AROUND ENTIRE N PERIMETER OPENING. EXTEND 3" MIN. AND DETAILS DOOR. SEE SCHEDULE 7 3/4" 2"X6" ALUMINUM TUBE FRAME WELDED HOLLOW METAL FRAME 6"INT EXT SHEET NUMBER 3/8" STEEL TIE ROD URETHANE FOAM CORE 1 HEAD DETAIL b 0 O 1 1/211 1-0 INT DAR SIDING - SUM BOARD ULK u FIBER CEMENT SIDING u 1 TYVEK DRAINWRAP ON APA RATED PLYWOOD SHEATHING EXT WOOD HEADER. REFER TO STRUCTURAL CONTINUOUS PRE -FINISHED ALUMINUM DRIP FLASHING, TYPICAL -•-- 5/4" FIBER CEMENT TRIM SELF -ADHERING MEMBRANE FLASHING AROUND ENTIRE PERIMETEROPENING. EXTEND 3" MIN. CEDAR TRIM ITINUOUS SEALANT CONTINUOUS PRE -FINISHED H BACKER ROD ALUMINUM HEAD FLASHING, TYPICAL )DIZED ALUMINUM STOREFRONT TEM INSTALLED AS PER CONTINUOUS SEALANT WFACTURERS SPECIFICATIONS WITH BACKER ROD 1/4" MAX SHIM AT EACH ANCHOR ZING AS SCHEDULED STOREFRONT HEAD DETAIL ' 311 = 1'-011 2 A-302 ZF 2 1/4" 2'- 7 1/2" 2 1/4" N N �(V M — — 1% STOREFRONT ELEVATION - A $ 3/8" = 1'-0" ih 3'-0" 6'-6" 3'_0" 2" 2" C5 91-091 A-600 ih 3'-0" 2" 3'_0" 2" 6 C5 91-091 A-600 COVERED EQUIPMENT AREA F2 NA NA C8 91.091 003 DUMPSTER F2 NA NA NA N/A 100 DINING AREA F2 B3 SEE FIXTURE SHEETS (FS) C1/C4 11,12 VARIES 101 LOBBY F2 B3 W 6 / SEE FIXTURE SHEETS (FS) Cl 4,12 VARIES 102 VESTIBULE F2 B3 SEE FIXTURE SHEETS (FS) C5 7 91-011 105 WAITING F2 B3 SEE FIXTURE SHEETS (FS) C6 11 10' - 0" 106 BAR F5 133/62 W2b/W6 Cl 7,10,11 VARIES 108 WOMEN'S F3 B4 W5 C7 3,13 90-011 109 MEN'S F3 B4 W5 C7 3,13 91-011 110 MECHANICAL F4 B1 W4 Cl 6,12 VARIES ROOM FINISH SCHEDULE IBER NAME FLOOR I WALL I CLGS NOTES HEIG1 001 OUTDOOR WAITING AREA F2 NA NA C5 91-091 002 COVERED EQUIPMENT AREA F2 NA NA C8 91.091 003 DUMPSTER F2 NA NA NA N/A 100 DINING AREA F2 B3 SEE FIXTURE SHEETS (FS) C1/C4 11,12 VARIES 101 LOBBY F2 B3 W 6 / SEE FIXTURE SHEETS (FS) Cl 4,12 VARIES 102 VESTIBULE F2 B3 SEE FIXTURE SHEETS (FS) C5 7 91-011 105 WAITING F2 B3 SEE FIXTURE SHEETS (FS) C6 11 10' - 0" 106 BAR F5 133/62 W2b/W6 Cl 7,10,11 VARIES 108 WOMEN'S F3 B4 W5 C7 3,13 90-011 109 MEN'S F3 B4 W5 C7 3,13 91-011 110 MECHANICAL F4 B1 W4 Cl 6,12 VARIES 111 WALK-IN STORAGE F5 B2 Ma C2a 90-011 112 UNISEX F3 B4 W5 C7 3/13 91-011 113 OFFICE F5 B2 W2a C2a 91-011 114 DISH WASHING F5 B2 W1 C2a 8 91-00 115 COLD PREP F5 B2 W2a C2a 1 91-099 116 DISPLAY BAKERY F5 B2 W2a/W1 C2a 9 91-011 117 HOT PREP F5 B2 W1 C2a 9 91-011 118 COOKLINE F5 B2 W1 C2a 1 91-011 119 COOLER F5 B2 NA NA 2 MANUF. 120 MEAT COOLER F5 B2 NA NA 2 MANUF. 121 FREEZER F5 B2 NA NA 2 MANUF. 122 BEER COOLER F5 B2 NA NA 2 MANUF. 124 PICK-UP AREA F5 B2 W2a C2a 91.010 125 DRINK STATION F5 B2 W2a C2a 91-011 126 PASSAGE F2 B3 SEE FIXTURE SHEETS (FS) C2b 8' - 0" 127 HALL F2 B3 SEE FIXTURE SHEETS (FS) C1 7,12 200 DINING AREA F2/F1 B3 SEE FIXTURE SHEETS (FS) C6 11 VARIES 300 DINING AREA F2 B3 SEE FIXTURE SHEETS (FS) C1/C4 11,12 VARIES 400 ILOUNGE F2/F1 B3 SEE FIXTURE SHEETS (FS) Cl 7,12 VARIES ANODIZED ALUMINUM STOREFRONT SYSTEM INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 1/4" MAX SHIM AS REQUIRED CONTINUOUS SEALANT WITH BACKER ROD EXT EXT ROWLOCK BRICK COURSE SILL ON TYPE'S' MORTAR S.S. FLASHING/DRIP EDGE DASHED LINE INDICATES A LAYER OF CONTINUOUS SELF -ADHERING FIBER CEMENT SIDING 1 APA RATED PLYWOOD SHEATHING 5/4" FIBER CEMENT TRIM SELF -ADHERING MEMBRANE FLASHING AROUND ENTIRE PERIMETER OPENING. EXTEND 3" MIN -- 1/4" MAX SHIM AS REQUIRED MEMBRANE FLASHING. EXTEND I I ) INTO OPENING 3" MIN. ANODIZED ALUMINUM STOREFRONT BRICK TIES AS SPECIFIED SYSTEM INSTALLED AS PER BRICK VENEER --' �"/== MANUFACTURERS SPECIFICATIONS. INT TYVEK DRAINWRAP DOUBLE 2X6 STUDS 77 5/4" CEDAR TRIM GYPSUM BOARD CEDAR SIDING 5 STOREFRONT SILL DETAIL 4 STOREFRONT JAMB DETAIL 3..=1._0.. 3 =1-0 N e- M F.F. E. O 7 TRANSOM ELEVATION 3 STOREFRONT ELEVATION - E 3/811= 1 0 3/8 = 1 0 F.F. E. 0'-0" � bo 7'-8" 2'-0" T-8" 2'-0" 6 F.F. E. 0'-0" O STOREFRONT ELEVATION - D 61-011 1_011 31 Oft 0" � 6 � A 610 i SIM 4 A-610 F.F. E._ __/1 n_n 0 STOREFRONT ELEVATION - C 1 3/8" LEGEND- ROOM FINISH SCHEDULE FLOORING F1: WOOD 1X6 YELLOW PINE GRADE C OR BETTER TONGUE AND GROOVE. (1 COATS) SHERWIN WILLIAMS WOOD CLASSIC CHARCOAL STAIN (2 COATS) EPDXY CLEAR SEMIGLOSS FINISH - POLY COATING TO BE BRUSHED APPLIED. F2: CONCRETE - BLACK INTERGRAL COLOR. DAVIS COLOR: 8084 GRAPHITE: 15#/YARDS DAVIS COLORS, GRAPHITE 8084 (USE FOR INTERIOR AND EXTERIOR APPLICATIONS) 3700 EAST OLYMPIC BLVD. LOS ANGELES, CA 90023 1-800-356-4848 F3: QUARRY TILE IN 1" MUDSET, SLOPE TOWARDS DRAIN - 6"X6" AMERICAN OLEAN - FAWN GRAY, ABRASIVE QUARRY TILE FLOOR COLOR; "ABRASIVE GRAIN Q06" WITH TEC #925 SABLE GROUT (PROVIDE CONTROL JOINTS IN FLOOR AT ALL FLOOR SLAB JOINTS) F4: CONCRETE - NATURAL FINISHED F5:1/4" QUARTZ FLOORING - SILKAL 6 CQ - COLOR: QUARTZ BLEND #4. SLOPE TO DRAIN. BASE NOTE: SEE WALL DETAILS B1: 4" RUBBER BASE (COLOR: BLACK) B2:4" HIGH 1/4" QUARTZ FLOORING - SILIKAL 61 CQ - COLOR: QUARTZ BLEND #4. 1312" X 6" WOOD (PINE) STAIN [SHERWIN WILLIAMS: WOOD CLASSIC CHARCOAL] B4:6" QUARRY TILE COVE BASE TO MATCH F4 FLOORING. COVE TO FLOOR AND TO WALL. INSTALL BASE OVER WATER RESISTANT GYPSUM BOARD WALL COVERING W1: STAINLESS STEEL (20 GA.) WALL PANELS OVER 1/2" DUROCK BEHIND ALL COOK LINES AND COOK LINES EXHAUST HOODS - SEE EQ3.1 FOR DOOR AND WINDOW WRAPS. W2a: FRP - WHITE - (PLYWOOD BACKING BEHIND ALL FRP) W2b: FRP - BLACK - (PLYWOOD BACKING BEHIND ALL FRP) W3: BEVELED CEDAR SIDING -1X8 WESTERN RED CEDAR (PRESTAIN TWO COATS: OF CEDARTONE TWP #1501 CLEARCOAT). DENSITY -12% MC, FLAME SPREAD RATING 69 (CLASS 2). PROVIDE CORROSION RESISTANT NAILS. PRESTAIN TWO COATS OF CEDARTONE TWP #1501 CLEARCOAT W4: GYPSUM BOARD - PAINTED W5: PORCELAIN WALL TILE: AMERICAN OLEAN- KENDAL SLATE COLOR: "CARLISLE BLACK"- SIZE; 12"X12" GROUT COLOR; TEC 925 SABLE. INSTALL CONCRETE BOARD 18" UP FROM FLOOR, THEN WATER RESISTAN GYPSUM BOARD UP TO 9'-6". W6: BRICK: GENERAL SHALE BRICK, "PHONEIX" #143 OVERSIZE; SANFORD, NC (800.277.2700) ALTERNATE: ACME BRICK, "OLD DENVER" QUEEN SIZE; LOUISVILLE, KY (502.245.3135) W7: STUCCO - PAINTED WITH WHITE WHEAT IN #149 ALKYD SEMI GLOSS PAINT (ABOVE SIDING TO CEILING TRIM) CEILING Cl: PAINT ALL EXPOSED STRUCTURE, CONDUIT, HVAC DUCTS, ETC. FLAT BLACK OR ACOUSTICAL PAINT C2a: 2'X 4' SUSPENDED VINYL COATED GYPSUM BOARD WITH ALUMINUM CLAD GRID C2b: 2'X Z SUSPENDED VINYL COATED GYPSUM BOARD WITH ALUMINUM CLAD GRID C4: ROUGH SAWN CEDAR RAFTERS 2X8 AT 24" O.C. C5: CORRUGATED 21/2" GALVAUME (26 GAUGE) C6: METAL ROOF: METAL SALES, GALVANIZED 5 RIBBED GROOVED " GALVALUME" (800.747.1206) ON ROUGH SAWN NATURAL FINISH RAFTERS 2X6 AT 24" O.C. C7: WATER RESISTANT GYPSUM BOARD - PAINTED C8: ALLURA 1/4" FIBER CEMENT SOFFIT PANEL PAINT STAIN SEE SPECIFICATION ROOM FINISH SCHEDULE NOTES 1. WALLS BEHIND FRYERS, GRIDDLE CHARBROILER, I.E. "COOK WALLS" TO HAVE STAINLESS STEEL (20GA.) WALL PANELS PER SHEET FS4 2. MANUFACTURED WALK-IN COOLER/ FREEZER, PROVIDE 4" HIGH SILIKAL BASE 3. RESTROOM WALLS TO RECEIVE CEMENT BOARD 12" UP FROM FLOOR.. 4. FULL BRICK VENEER AT DISPLAY BAKERY. EXTEND BRICK TO 11'-0" ABOVE FINISHED FLOOR (REFER TO LEGEND -ROOM FINISH SCHEDULE 'W6') 5. 26 GAUGE 21/2" EXPOSURE, CORRUGATED, GALVANIZED METAL PANELS. 6. MECHANICAL ROOM/UTILITY CLOSET WALLS TO RECEIVE CEMENT BOARD 18" UP FROM FLOOR 7. SEE SHEET A-410 FOR BRICK WALL ELEVATIONS AND DETAILS. 8. STAINLESS STEEL ON ENTIRE WALL AT DISH ROOM PER SHEET FS4. 9. STAINLESS STEEL AT BAKERY HOOD & HOT PREP PER SHEET FS4. 10. BLACK FRP AT BAR WITH BLACK BRACKETS. 11. PAINTED TEXTURED STUCCO FINISH, TO HAVE 1/2" GYPSUM SUBSTRATE SEE FIXTURE SHEETS (FS) FOR LOCATIONS. 12. PAINT ALL EXPOSED STRUCTURE, CONDUIT, DUCTS, ETC, FLAT BLACK OR ACOUSTICAL PAINT. 13. SEE SHEET A400 FOR WALL PATTERN *LIGHT FIXTURE TRIM, GRIDS AND A.C. GRILLS TO BE FIELD PAINTED TO MATCH CELING SYSTEM STOREFRONT/ GLAZING NOTES 1: THE MINIMUM GLAZING PERFORMANCE SHALL BE AS FOLLOWS: U -FACTOR = 0.27-0.29 AND THE SOLAR HEAT GAIN COEFFICIENT = 0.38 - GLAZING BASIS OF DESIGN - PPG SOLAR BAN 60 CLEAR + CLEAR. 2. ALL EXTERIOR GLAZING SHALL BE TEMPERED, 1" INSULATED. 3. ALL INTERIOR WINDOWS SHALL BE TEMPERED ONLY. 4. ALUMINUM STOREFRONT SYSTEM, EXTERIOR & INTERIOR SYSTEM BASED ON KAWNEER TRI -FAB 451 WITH CLASS I DARK BRONZE ANODIZED FINISH b -d g +ir rchitects 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com W o V, W I•. O Dc = O< M Q Wp O z LL C.L 00 W C� V� Z 0 sz O u) w O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUE BY DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07-6-2017 DRAWN BY: AC CHECKED BY: SR SHEET TITLE WINDOW AND ROOM FINISH SCHEDULE SHEET NUMBER A-61 0 BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2" STUDS @ 48" O.C. SEE RCP FOR CLG. TYPES AND HTs TYP. OWENS CORNING "SAFB" SOUND ATTENUATION BATTS @ RESTROOM WALLS -- T! 1/2" MOISTURE RESISTANT GYP. BOARD/ 1/2" CEMENT BOARD FULL HEIGHT BEHIND 1/2" PLYWOOD DISHWASHING EQUIPMENT 1/2" CEMENT BOARD WOOD STUDS AT 16" O.C. CONT. RUNNER --a SEE FINISH LEGEND CHANNEL WITH POWER r FOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED TAG SYMB. STUD SIZE PART. WIDTH 3 UNDERSIDE OF REMARKS SYMB. SIZE WIDTH RATING LISTING ROOF DECK E3 < > 31/2" 41/2" NON N/A MOISTURE RESITANT ' 51/2" 61/2" T N/A GYP. IS NOT REQUIRED. E6 51/2" 61/2" ifl N/A SEE RCP FOR CLG. ( W oc U o W w TYPES AND HTs `r 71/4" 81/4" NON TYP. O W 1/2" PLYWOOD BOTH W C F O " THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER SIDES "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 1/2" CEMENT BOARD AT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, J REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS ALL KITCHEN AREAS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY. PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG WOOD STUDS AT DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR i RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER 16" O.C. DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record SEE FINISH LEGEND CONT. RUNNER ;- ISSUEJ BY I DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET FOR WALL, FLOOR CHANNEL WITH POWER AND BASE FINISHES DRIVEN FASTENERS AS REQUIRED PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07.6-2017 4_ CHECKED BY: SS SHEET TITLE PARTITION TYPES SHEET NUMBER A-620 TAG STUD PART. REMARKS FIRE UL SYMB. SIZE WIDTH RATING LISTING A3 31/2" 41/2" NOW N/A RATED A6 51/2" 71/4" NOW N/A RATED BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2" STUDS @ 48" O.C. SEE RCP FOR CLG. TYPES AND HTs TYP. OWENS CORNING "SAFB" SOUND ATTENUATION BATTS @ RESTROOM WALLS -- T! 1/2" MOISTURE RESISTANT GYP. BOARD/ 1/2" CEMENT BOARD FULL HEIGHT BEHIND 1/2" PLYWOOD DISHWASHING EQUIPMENT 1/2" CEMENT BOARD WOOD STUDS AT 16" O.C. CONT. RUNNER --a SEE FINISH LEGEND CHANNEL WITH POWER r FOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED TAG SYMB. STUD SIZE PART. WIDTH FIRE RATING UL LISTING REMARKS SYMB. SIZE WIDTH RATING LISTING AT MEAT COOLER E3 < > 31/2" 41/2" NON N/A MOISTURE RESITANT ' 51/2" 61/2" RATED N/A GYP. IS NOT REQUIRED. E6 51/2" 61/2" NON RATEDN/A N/A O Z LL W oc U o W w 1 3 BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2" STUDS @ 48" O.C. SEE RCP FOR CLG. TYPES AND HTs TYP. 1/2" PLYWOOD R 1/2" CEMENT BOARD WOOD STUDS AT AT ALL KITCHEN AREAS 16" O.C. CONT. RUNNER C) SEE FINISH LEGEND CHANNEL WITH POWER '` FOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED — °4 , 44 BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2" STUDS 48" O.C. SEE RCP FOR CLG. TYPES AND HTs TYP. OWENS CORNING "SAFB" SOUND ATTENUATION BATTS @ RESTROOM WALLS 1/2" MOISTURE RESISTANT GYP. BOARD BOTH SIDES 1/2" CEMENT BOARD WOOD STUDS AT 16" O.C. CONT. RUNNER SEE FINISH LEGEND CHANNEL WITH POWER FOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING F3 31/2" 41/2" • , SEE SHEET FS -6.0 ' 51/2" 61/2" �PAT N/A 0 mI a'"MS'MENEM < > F6 ff5l" 7r' NON RATED N/A O Z LL W oc U o W w F8 71/4" 81/4" NON N/A BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2" STUDS 48" O.C. SEE RCP FOR CLG. TYPES AND HTs TYP. OWENS CORNING "SAFB" SOUND ATTENUATION BATTS @ RESTROOM WALLS 1/2" MOISTURE RESISTANT GYP. BOARD BOTH SIDES 1/2" CEMENT BOARD WOOD STUDS AT 16" O.C. CONT. RUNNER SEE FINISH LEGEND CHANNEL WITH POWER FOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING F3 31/2" 41/2" NON N/A SEE SHEET FS -6.0 C6 51/2" 61/2" N/A N/A < > F6 ff5l" 7r' NON RATED N/A O Z LL W oc U o W w F8 71/4" 81/4" NON N/A O W RATED W C f% 2X8 2X8 PINE CAP EASED EDGE i { a 1/2" PLYWOOD 1. 4 2X WOOD STUD AT 16" O.0 CONT. RUNNER SEE FINISH LEGEND CHANNEL WITH POWERFOR WALL, FLOOR DRIVEN FASTENERS AS AND BASE FINISHES REQUIRED 4 ° 4i °.4 V) z O v O w O U. CL Lu W CO cD fn TAG SYMB. STUD SIZE PART. WIDTH FIRE RATING UL LISTING REMARKS C3 31/2" 41/2" RATED N/A < > G3 71/4" 81/4" NON RATED N/A SEE SHEET FS -6.0 C6 51/2" 61/2" RATED N/A 0o p Q Lu 0 SEE FS SHEETS FOR BAR TOP CONSTRUCTION 5/4" X 4" CEDAR TRIM .... .......... ........ .......... .._.._.. ......... ! 1/2" PLYWOOD - SEE FINISH LEGEN FOR WALL, FLOOR AND BASE FINISHE 1/2" CEMENT BOARD CONT. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING < > G3 71/4" 81/4" NON RATED N/A SEE SHEET FS -6.0 O DM = O< NOTE: SEE FIXTURE SHEETS (FS) FOR MORE DETAILED INFORMATION AT BAR BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED 31/2"' STUDS 0. 48" O.C. 1/2" PLYWOOD _ BOTH SIDES TYP. 1/2" CEMENT BOARD m SEE RCP FOR CLG. TYPES AND HTs TYP. 6" METAL STUDS @ 16"' O.C. FULL HEIGHT BEHIND COOKING EQUIPMENT 1/2" CEMENT BOARD AT ALL KITCHEN AREAS 6" METAL STUDS AT 16" O.C. SEE FINISH LEGEND FOR WALL, FLOOR CONT. RUNNER AND BASE FINISHES CHANNEL WITH POWER `- DRIVEN FASTENERS AS REQUIRED 41 �. TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING < > D6 6" 7" NON RATED N/A SEE SHEET FS -6.0 O DM = O< .... ........ i SEE FS SHEETS 71/4" FOR BAR TOP CONSTRUCTION 5/4" X 4" CEDAR TRIM 1/2" PLYWOOD WOOD STUDS AT 16" O.C. rANDBIASE'FINISHES ND R 2X6 STUD TURNED SIDEWAYS - 1/2" CEMENT BOARD C) CONT. RUNNER CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED -4, TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING G871/4" SIDEWAY 81/4" NON RATED N/A SEE SHEET FS -6.0 O DM = O< NOTE: SEE FIXTURE SHEETS (FS) FOR MORE DETAILED INFORMATION AT BAR SEE RCP FOR CLG TYPES AND HEIGHTS TYP. - WOOD STUDS AT 16" O.C. -- GENERAL NOTES: ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED WITH SOUND ATTENUATION BATTS -TOISLETROOMS 3 ALL RA T O S TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP AND BOTTOM TYPICAL. THE FOLLOWING AREAS HAVE 1/2" CEMENT BOARD AT BASE OF WALL TO 12" A.F.F. -KITCHEN -TOILET ROOMS REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "UNDERSIDE OF STRUCTURE" INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL BOARD 1/2" BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED. 3 ALL PARTITIONS SCHEDULED TO RECEIVEILE SHALL BE CONSTRUCTED OF WATER-RESISTANT COR P BOARD. DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR. ALL PARTITIONS SHALL BE SHIMMED 1/2" OFF THE FLOOR WITH NON -POROUS SHIMS. PLASTIC NON -POROUS HORSESHOE SHIMS ARE RECOMMENDED. GYPSUM WALL BOARD SHIMS ARE NOT ACCEPTABLE. ALL INTERIOR PARTITIONS MAY USE OSB IN PLACE OF PLYWOOD 3 @ CONTRACTOR OPTION. 2X6 STUD TURNED SIDEWAYS 1/2" CEMENT BOARD I co BRACE PARTITION TO 71/4" STRUCTURE ABOVE WIT STAGGERED 31/2" STUD @ 48 O.C. i 1/2" PLYWOOD SEE FINISH LEGEND FOR WALL, FLOOR AND BASE FINISHES 0 CONT. RUNNER ' CHANNEL WITH POWER DRIVEN FASTENERS AS REQUIRED 4 TAG STUD PART. FIRE UL REMARKS SYMB. SIZE WIDTH RATING LISTING < SIDEWAY 81/4" NON N/A TO BE 6" ABOVE CEILING O DM = O< NOTE: SEE FIXTURE SHEETS (FS) FOR MORE DETAILED INFORMATION AT BAR bd- 9 h i t c -"t s r. r c e 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdglip.com W W < D LLI ti O DM = O< 0o p Q Lu 0 O Z LL W oc U o W w U) Z O Z O W W C F O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABWTY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY. PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR i RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. SEAL Architect of Record Gregg A. Holdsworth, AIA, LEED AP FL License # AR0017669 ISSUEJ BY I DATE DESCRIPTION 1 RC 08-24-2017 PERMIT COMMENTS 3 RC 10-16-2017 CONSTRUCTION SET PROJECT INFORMATION BLOCK JOB # 170018 DATE: 07.6-2017 DRAWN BY: RC CHECKED BY: SS SHEET TITLE PARTITION TYPES SHEET NUMBER A-620 STRUCTURAL NOTES: ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF HEES & ASSOCIATES, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF HEES & ASSOCIATES, INC. ENGINEER, ENGINEER OF RECORD, AND DELEGATED ENGINEER SHALL BE LICENSED AS A PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF TRUSSES: LIVE LOAD - 20 psf, (TOP CHORD) - 10 psf (NON -CONCURRENT BOTTOM CHORD LOAD) DEAD LOAD - 15 psf. (TOP CHORD) - 10 psf (BOTT CHORD) DEAD LOAD - 5 psf. (AVAILABLE TO RESIST UPLIFT) WIND: Vult=140 MPH, Vasd=108 MPH EXPOSURE C, RISK CATEGORY II, INT. PRESS. COEFF. *0.18 THIS STRUCTURE IS DESIGNED AS AN ENCLOSED STRUCTURE. SEISMIC (FLORIDA): IN ACCORDANCE WITH THE PREFACE OF THE 2014 FLORIDA BUILDING CODE, SEISMIC AND SNOW LOADS WERE NOT UTILIZED FOR THIS PROJECT: "THE FLORIDA BUILDING CODE IS BASED ON NATIONAL MODEL BUILDING CODES AND NATIONAL CONSENSUS STANDARDS WHICH ARE AMMENDED WHERE NECESSARY FOR FLORIDA'S SPECIFIC NEEDS. HOWEVER, CODE REQUIREMENTS THAT ADRESS SNOW AND SEISMIC LOADS ARE PERVASIVE; THEY ARE LEFT IN PLACE BUT SHOULD NOT BE UTILIZED OR ENFORCED BECAUSE FLORIDA HAS NO SNOW LOAD OR EARTHQUAKE THREAT." SHOP DRAWINGS AND CALCULATIONS: SHALL BE PREPARED FOR ALL WORK AND SUBMITTED FOR REVIEW. SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE PROVIDED FOR ALL WORK AND WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND OWNER'S REP PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE SEPIA AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE SEPIAS AS REQUIRED FOR DISTRIBUTION. IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: ALL SPECIALTY ENGINEERED PRODUCTS OR SYSTEMS REQUIRE SIGNED & SEALED CALCULATIONS AND FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER. THIS INCLUDES BUT IS NOT LIMITED TO CANOPIES, PRE-ENGINEERED TRUSSES, ICF WALL SYSTEMS, ALL LIGHT GAUGE METAL STUD FRAMING SYSTEMS, ALUMINUM WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS & RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST OR TILT - UP SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING, TILT - WALL ERECTION DRAWINGS, GLULAM BEAMS, TECTUM PLANKS, PEMB, ETC. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: a) THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. b) THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. c) THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE - DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). d) THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). SUBMITTALS NOT MEETING THE CRITERIA LISTED IN THIS SECTION WILL NOT BE REVIEWED. FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. PROJECT No.: H1175104 PREPARED BY: TERRACON CONSULTANTS INC. TITLED: GEOTECHNICAL ENGINEERING REPORT. TEXAS ROADHOUSE, 100 TOWNE CENTER BOULEVARD, SANFORD, SEMINOLE COUNTY, FLORIDA. DATED: MAY 4 ,2017. THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 3000psf. PENETRATIONS: NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. PLUMBING SLEEVE: MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE ENGINEER. EMBEDDED CONDUITS: LOCATIONS AND SIZES OF CONDUIT MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. WITHIN SLABS, BEAMS OR WALLS, CONDUIT SHALL OCCUPY ONLY THE MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLE CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGER THAN ONE THIRD THE SLAB DEPTH. PARALLEL CONDUITS SHALL BE SPACED WITH A MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF ONE DIAMETER AWAY FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY REINFORCING. CONDUIT SHALL NOT BE TIED TO REINFORCING. CONDUITS SHALL NOT OCCUR WITHIN COLUMN ZONES OF SLABS AND OR TRANSFER GIRDERS. CONDUIT PLACEMENT SHALL NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED BY THE ENGINEER. REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. WELDED WIRE FABRIC: TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. CONCRETE: SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 5000psi CONCRETE BEAMS 4000psi EXTERIOR SLAB 3000psi FOR ALL OTHER CONCRETE CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE,THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. CONSTRUCTION OR CONTROL JOINTS SHALL BE PROVIDED IN SLABS ON GRADE SO THAT THE MAXIMUM AREA OF THE SLAB BETWEEN JOINTS SHALL BE 144 SQUARE FEET, OR AS SHOWN ON THE PLANS. SAW CUT CONTROL JOINTS SHALL BE MADE AS SOON AS SLAB WILL SAFELY SUPPORT MEN AND EQUIPMENT AND THE SLAB WILL NOT BE DAMAGED BY EQUIPMENT, BUT NO LATER THAN 24 HOURS. ASPECT RATIO (LONGSIDE TO SHORTSIDE OF CONCRETE AREA) SHALL NOT EXCEED 1.5. NO EMBEDDED ANGLES OR OTHER FIXED METAL ITEMS SHALL EXTEND THROUGH JOINTS, UNLESS OTHERWISE NOTED. EMBEDDED ANGLES AND OTHER FIXED METAL ITEMS SHALL BE CONTINUOUS BETWEEN CONCRETE JOINTS, UNLESS OTHERWISE NOTED. ENGINEER SHALL APPROVE LOCATION OF ALL JOINTS NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES OR CONCRETE EXPOSED TO WEATHER SHALL NOT EXCEED 0.40 BY WEIGHT. CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A) ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP RANGE SHALL BE 3 TO 4 INCHES. B) ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED. MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (fm = 1500 psi). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITH RUNNING BOND UNLESS NOTED OTHERWISE. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. WALL CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE STRUCTURAL DRAWINGS. IF THEY ARE NOT SHOWN, LOCATE WALL CONTROL JOINTS AT 24'-0" o.c. MAXIMUM AND SHOW LOCATIONS ON' SHOP DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. BOND BEAM, TIE BEAM OR KNOCK- OUT BLOCK BEAM REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS, SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED'BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS' SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR]N EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED). VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVAL NOT S O EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. WOOD: WOOD: THE WOOD COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 23, WOOD, OF THE FBC 20114. AND STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS RAFTERS, POSTS, ETC) SHALL BE NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS. ALL WOOD TO WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILINGHALL S BE PERMITTED, EXCEPT FOR TOP AND BOTTOM PLATES IN WALLS. (U.N.O. ON DRAWINGS.) STUDS OR JOISTS SHALL NOT BE CUT TO INSTALL PLUMBING OR WIRING UNLESS METAL OR WOOD SIDE PIECES ARE PROVIDED TO STRENGTHEN THE MEMBER. NAIL MULTIPLE PLY BEAMS WITH TWO ROWS 16d NAILS AT 12" O.C. TOP AND BOTTOM. BOLT 3 AND 4 PLY MICROLAMS WITH 2 ROWS 1/2"❑ THRU-BOLTS AT 24" O.0 (STAGGERED AT 12" O.C.) SPLICES ARE NOT PERMITTED IN ANY PLY BETWEEN SUPPORTS, TIMBER FASTENING SHALL BE PER THE 2014 FBC. "FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. ALL WOOD BEAMS TO BEAR ON MULTIPLE STUDS, SAME NUMBER OF STUDS AS NUMBER OF BEAM, PILES (2) MINIMUM, UNLESS GREATER NUMBER NOTED ON PLANS. PROVIDE ADDITIONAL FULL HEIGHT STUDS DOWN TO FOUNDATION, WITH SOLID BLOCKING AT FLOORS. MULTIPLE STUD POST WITH (2) OR MORE STUDS SHALL BE NAILED TOGETHER WITH EACH STUD NAILED TO THE ADJACENT STUD W/(2) ROWS 16d NAILS AT 12"o.c. STAGGERED AT 6"o.c. ALL WALL DOUBLE TOP PLATES, SHALL BE LAPPED AT CORNERS AND INTERSECTIONS AND FASTENED PER 2014 FBC FASTENING SCHEDULE. ALL DOUBLE PLATE END JOINTS SHALL BE OFFSET AT LEAST 24". DOUBLE PLATES TO BE FASTENED TOGETHER', PER FASTENING SCHEDULE. PROVIDE SIMILAR CONNECTIONS AT TRIPLE PLATES. ALL NAILS SHALL BE COMMON NAILS U.N.O. ON DRAWINGS. AT INTERIOR WALLS, PROVIDE (2) JACK STUDS AND (1) FULL HEIGHT STUDS EA. SIDE OF OPENINGS U.N.O. ALL BEAM -TO -BEAM FLUSH CONNECTIONS SHALL BE MADE USING BEAM HANGERS. SPLICES ARE NOT PERMITTED IN RAFTERS, BEAMS OR POSTS EXCEPT AT SUPPORTS. ALL HEADERS FOR WOOD FRAMED WALLS ARE TO BE (2)2X10 #2 SOUTHERN PINE, U.N.O. WHERE DIRECT APPLIED CEILING DOES NOT OCCUR, PROVIDE 1x4 CONTINUOUS BOTTOM FLANGE BRACING, WITH DIAGONAL KICKERS AT END SPACES, SPACED AS DIRECTED BY THE MANUFACTURER. NAILS NOTED IN SECTIONS, PLANS AND DETAILS ARE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. PNEUMATIC GUN NAILING IS ALLOWED WITH UNITS OF EQUIVALENT GAGE AND LENGTH AS COMMON WIRE NAIL OF SIZE NOTED. SPAN DIRECTION OF PLYWOOD SHEETS TO BE PERPENDICULAR TO FRAMING SPAN. THE GYPSUM BOARD PLASTER COMPONENTS SHALL BE IN ACCORDANCE WITH CHAPTER 25, GYPSUM BOARD AND PLASTER, OF THE FBC 2014. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS, AS FOLLOWS: SHEAR Fv = 175 psi. BENDING 2X6 Fb = 1,000 psi. BENDING 2X8 Fb = 925 psi. BENDING 2X10 Fb =800 psi. BENDING 2X12 Fb = 750 psi. WOOD IN CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO EXTERIOR, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD - PRESERVERS' ASSOCIATION STANDARDS. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S SPECIALTY ENGINEER (TRUSS SYSTEM ENGINEER) TO CONFIGURATION AND LOAD CARRYING CAPACITY SHOWN ON DRAWINGS AND SPECIFICATIONS. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS A CHANGE ORDER WHICH WILL INCLUDE ENGINEERING CHARGES FOR REDESIGN OF THE STRUCTURE BY THE ENGINEER OF RECORD. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING TRUSS SYSTEM COMPONENTS, AS WELL AS PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. SUPPLIER SHALL NOT USE GYPSUM BOARD AS A PERMANENT, TRUSS BRACING ELEMENT. ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER AS THE SPECIALTY ENGINEER. THE FOLLOWING LOAD DURATION FACTORS SHALL BE USED: DEAD LOAD 0.90 DEAD LOAD + FLOOR LIVE LOAD 1.00 DEAD LOAD + ROOF LIVE LOAD 1.25 DEAD LOAD + WIND LOAD 1.6 PLYWOOD FLOOR, WALL AND ROOF SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF THE FLORIDA BUILDING CODE. UNLESS SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2X SOUTHERN PINE FRAMING SPACED UP TO 24" O/C. IN ACCORDANCE WITH THE FOLLOWING: PANELS UP TO 5/8" THICK: 10d NAILS AT 6 O/C. EDGE, 12' O/C. ELSEWHERE. PANELS UP TO 3/4" THICK: 12d NAILS AT 6" O/C. EDGE, 12" O/C. ELSEWHERE. WOOD FRAMING CONNECTORS: ALL CONNECTORS SHALL BE GALVANIZED [Z -MAX COATED] (AS AVAILABLE). CONNECTOR MODEL NUMBERS SHOWN ARE Strong tie CONNECTORS AS MANUFACTURED BY SIMPSON Strong Tie Co., 1450 DOOLITTLE DR., P.O. BOX 1568, SAN LEANDRO, CA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. UNLESS SHOWN OTHERWISE, INSTALL SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG. STRUCTURAL STEEL: WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND OTHER SHAPES SHALL CONFORM TO ASTM A36 AND "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B, TYPE E OR S, Fy = 35 ksi. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU-PLATE TYPE UNLESS SHOWN OTHERWISE. BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A- 325N HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY PROFESSIONAL ENGINEER LICENSED AND INSURED TO PRACTICE IN THE STATE OF FLORIDA FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE ENGINEER SHALL DESIGN THE NON -COMPOSITE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS AND COMPOSITE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF 1.5W/2 FROM THE TABLES 3-6 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANUAL OF STEEL CONSTRUCTION (14TH EDITION), BUT CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36 OR A- 36 (THREADED ROD). A SIGNED & SEALED CALCULATION SUBMITTAL SHALL BE ISSUED WITH SHOP DRAWINGS FOR REVIEW BY THE ENGINEER -OF -RECORD. ALL BOLTED CONNECTIONS SHALL BE VISUALLY INSPECTED. TWENTY FIVE PERCENT OF ALL BOLTED CONNECTIONS SHALL BE TESTED. WELDING: WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. ALL FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE REMAINING WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. POST INSTALLED ANCHORS: POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN FLORIDA. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT OR BETTER PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. USE THE ANCHORS SPECIFIED ON THE PLANS & SECTIONS, U.N.O. CONCRETE ANCHORS: MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC -ES AC 193. PRE-APPRIVED MECHANICAL ANCHORS INCLUDE: 1. SIMPSON STRONG-TIE'STRONG-BOLT' (ICC -ES ESR -1771) 2. SIMPSON STRONG -TIE 'TITEN-HD' (ICC -ES ESR -2713) SHEET INDEX: ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL BE INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION, A MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WITNESS AT LEAST FIVE COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY THE MANUFACTURER EACH CERTIFIED INSTALLER WILL BE ISSUED A CERTIFICATION CARD TO VERIFY THEIR TRAINING AND SHALL BE REQUIRED TO CARRY THEIR CERTIFICATION CARD ON THEIR PERSON. CERTIFIED INSTALLERS SHALL PROVIDED WRITTEN DOCUMENTATION THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL ALSO HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC306. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: 1. SIMPSON STRONG-TIE'SET-XP' (ICC -ES ESR -2508) 2. HILTI HIT -RE 500 SD (ICC -ES ESR -2322) MASONRY ANCHORS: ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY. MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC01 OR AC106, RESPECTIVELY. PRE -APPROVED MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE: SIMPSON STRONG -TIE 'WEDGE -ALL; (ICC -ES ESR -1396) SIMPSON STRONG -TIE 'TITEN-HD' (ICC -ES ESR -1056) ADHESIVE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC58, PRE -APPROVED ADHESIVE ANCHORS INCLUDE: SIMPSON STRONG -TIE 'SET' (ICC -ES ESR -1772) SIMPSON STRONG-TIE'ACRYLIC-TIE' (ICC -ES ESR -1056) HILTI HIT HY-70 (ICC -ES ER -5193) ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC106. PRE -APPROVED SCREW ANCHORS INCLUDE: SIMPSON STRONG -TIE 'TITEN-HD' (ICC -ES ESR -1056) ADHESIVE ANCHORS WITH SCREEN TUBES FOR USE IN HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY SHALL BE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE: SIMPSON STRONG-TIE'SET' (ICC -ES ESR -1772) SIMPSON STRONG-TIE'ACRYLIC-TIE' (ICC -ES ER -5791) SIMPSONT - S RONG-TIE E (ICC ES ER -4945) POWER -ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG -TIE (ICC -ES ESR -2138) OR ENGINEER -APPROVED EQUAL. GAS -ACTUATED FASTENERS (GAF) SHALL BE BY SIMPSON STRONG -TIE (ICC -ES ESR - 2811) OR ENGINEER -APPROVED EQUAL. COLD FORMED FRAMING: LIGHT GAUGE STEEL FRAMING SYSTEMS, INCLUDING PRE-ENGINEERED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES, THE DESIGN SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SHOP DRAWINGS SHALL BE SUBMITTED WHICH BEARS THE SIGNATURE, DATE, AND EMBOSSED SEAL OF THE ENGINEER. SHOP DRAWINGS SHALL CLEARLY INDICATE CONNECTIONS AND MATERIALS USED. DESIGN OF LIGHT GAGE METAL FRAMING NOT SPECIFICALLY DETAILED ON DRAWINGS SHALL BE PERFORMED BY LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA. DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CALCULATIONS SHALL BE SIGNED AND SEALED BY THE DESIGN ENGINEER. LIGHT GAGE METAL FRAMING SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION SHOWING WALL SECTIONS COORDINATED WITH DRAWINGS SHOWING FRAMING, ACCESSORIES, ANCHORAGE AND CONNECTION DETAILS. MATERIAL SPECIFICATIONS FOR LIGHT -GAGE STEEL: 16 GA, OR HEAVIER: ASTM A-446, Fy = 50 KSI MIN. 18 GA. OR LIGHTER: ASTM A-446, Fy = 33 KSI MIN. GALVANIZING: MINIMUM G-60 COATING CONNECTION MATERIAL GAGE SHALL MATCH STUD GAGE U.N.O. CLIP ANGLES SHALL BE 14 GA. MINIMUM. BUILT-UP MEMBERS FASTEN TOGETHER WITH 1" LONG STITCH WELDS OR #12 SCREWS AT 12" o.c. MAXIMUM, EACH FLANGE, AND EACH TRACK. PROVIDE MINIMUM BRIDGING AT 4' MAXIMUM VERTICAL SPACING IN WALLS. STUDS SHALL BE INSTALLED TO SEAT SQUARELY (WITHIN 1/16") AGAINST THE WEB PORTION OF THE TOP AND BOTTOM TRACKS. TRACKS SHALL REST ON A CONTINUOUS, UNIFORM BEARING SURFACE. TEMPORARY BRACING SHALL BE PROVIDED AND LEFT IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. SPLICING OF MEMBERS SPANNING BETWEEN SUPPORTS SHALL NOT BE PERMITTED. VERTICAL ALIGNMENT (PLUMBNESS) OF STUDS SHALL BE WITHIN 1/960TH (1/8" IN 10'- 0") OF THE SPAN. HORIZONTAL ALIGNMENT (LEVELNESS) OF WALLS SHALL BE WITHIN 1/960TH (1/8" IN 10'-0") OF THEIR RESPECTIVE LENGTHS. SPACING OF STUDS SHALL NOT BE MORE THAN + 1/8" FROM THE DESIGNED SPACING PROVIDING THAT THE CUMULATIVE ERROR DOES NOT EXCEED THE REQUIREMENTS OF THE FINISHED MATERIALS. PROVIDE DEEP TRACK ASSEMBLY AT TOPS OF ALL NON -LOAD BEARING STUD WALLS TO ALLOW FOR MOVEMENT OF STRUCTURE. ARCHITECT SHALL REVIEW IN PLACE METAL STUD CONSTRUCTION PRIOR TO THE INSTALLATION OF GYPSUM WALL BOARD OR SHEATHING. ALL LIGHT GAUGE STEEL TRUSS MEMBERS SHALL BE 18 -GA. MINIMUM UNLESS NOTED OTHERWISE. ped Smq// ` d� B Cm 17HAO38 S1 GENERAL NOTES & INFORMATION S1.1 WIND LOAD DATA S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 FOUNDATION DETAILS S5 ROOF FRAMING DETAILS S6 FRAMING ELEVATIONS S7 FRAMING SECTIONS & DETAILS S8 FRAMING ELEVATIONS S9 DUMPSTER ENCLOSURE PLAN S10 SATELLITE & DUMPSTER ENCLOSURE DETAILS HEES & ASSOCIATES, INC. 1381 Fifth Street -Sarasota, Florida 34236 Telephone: (941) 955-4555 -Fax: (941) 955-9333 karl@heesassociates.com •www.heesassociates.com C.O.A. #27043 © 2017 - Mees & Associates, Inc. All rights reserved. NOTE: DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE BUILDING USING APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES, 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com W o Q W 0_j C\j Cy') = O< Q m < wp 0 u- ryW V Q rn v/ W z 0 �z 0 Q W o u) O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER SEAL a—_ KAR F. HEES FL PE 59795 Nov 0 3 2017 IISSUEJ BY I DATE I DESCRIPTION PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. SHEET TITLE GENERAL NOTES & INFORMATION ' SHEET NUMBER I S1 ABBREVIATION PRESSURES - FLAT ROOF (ALLOWABLE) A.B. ANCHOR BOLT K KIPS (1000#) A.F.F. ABOVE FINISHED FLOOR KSI KIPS PER SQUARE INCH AL. ALUMINUM KFS KIPS PER SQUARE FOOT ALT. ALTERNATE # Ae= POUND & AND LLH Ae= LONG LEG HORIZONTAL APPROX. APPROXIMATE LLV 100SF LONG LEG VERTICAL APPVD. APPROVED MAX. 50SF MAXIMUM 12.6 AT MEZZ, 10.0 MEZZANINE AAVG. AVERAGE MFR. -29.6 MANUFACTURER BLDG. BUILDING MIN. 10.0 MINIMUM BOTT. BOTTOM MISC. U) MISCELLANEOUS C.L. CENTERLINE NS NEAR SIDE CL. OR CLR. CLEAR OR CLEARANCE N.T.S. 0 NOT TO SCALE CONN. CONNECTION # 13.6 NUMBER OR REBAR SIZE CMU CONCRETE MASONRY UNIT O.H. 0 OPPOSITE HAND CONST. CONSTRUCTION O.C. 10.0 ON CENTER CONT. CONTINUOUS P.A.F. POWDER ACTUATED FASTENER C.J. CONSTRUCTION OR CONTROL JOINT PLF POUNDS PER LINEAR FOOT CONIC. CONCRETE PCF POUNDS PER CUBIC FOOT COL. COLUMN PCI POUNDS PER CUBIC INCH CTR. CENTER PSF -57.9 POUNDS PER SQUARE FOOT DIAG. DIAGONAL PSI >< POUNDS PER SQUARE INCH 0 OR DIAM. DIAMETER P.T. -57.9 POST TENSIONED DIM. DIMENSION PROJ. PROJECTION DWG DRAWING REV. REVISION DBA DEFORMED BAR ANCHOR REF. 24.2 REFERENCE EA. EACH REINF. J REINFORCING E.E. EACH END REQ'D REQUIRED E.F. EACH FACE SIM. SIMILAR E.J. EXPANSION JOINT SCHED. 24.2 SCHEDULE E.S. EACH SIDE SLH -37.6 SHORT LEG HORIZONTAL E.W. EACH WAY SLV SHORT LEG VERTICAL ELAV. ELEVATION SPEC. SPECIFICATION ELEC. ELECTRICAL SQ. SQUARE EMBED. EMBEDMENT SF SQUARE FEET = OR EQ. EQUAL S.S. STAINLESS STEEL EQUIP. EQUIPMENT STD. STANDARD EXIST. EXISTING STIFF. STIFFENER EXP. EXPANSION STL. STEEL EXT. EXTENDED STRUCT. STRUCTURAL F.F. FINISHED FLOOR SYM. SYMMETRICAL FLR. FLOOR T.E. THICKENED EDGE FT. FEET OR FOOT THD. THREAD F.S. FAR SIDE THK. THICK FTG. FOOTING TRD. TREAD FOUND. FOUNDATION T/WALL TOP OF WALL Fy OR fy YIELD STRENGTH TEMP. TEMPORARY fc 28 DAY COMPRESSIVE STRENGTH THRU THROUGH GA. GAUGE OR GAGE T.O.S. TOP OF STEEL GALV. GALVANIZED TYP. TYPICAL GEN. GENERAL U.N.O. UNLESS NOTED OTHERWISE HGT. HEIGHT W.C.J. WALL CONTROL JOINT HORIZ. HORIZONTAL WT. WEIGHT IN. INCH OR INCHES W/ WITH I.J. ISOLATION JOINT W/O WITHOUT WWF WELDED WIRE FABRIC L E G E N ITEM SYMBOL CONCRETE 0 GROUT EARTH CONCRETE BLOCK (CMU) L=L_L_1_L_7J SECTION INDICATOR �_ 1 DETAIL INDICATOR0---4 COLUMN TYPE C1 FOOTING TYPE F2.OA -2'-0" TOP OF FOOTING ELEVATION T SPOT ELEVATION TOP OF CONCRETE STEP IN FTG. OR GRADE BM. 8" TO CLG. PLUMB. CENTERLINE BEAM SPLICE AND & PLATE R CENTERLINE NUMBER (PRECEDING) #, NO. PLUS OR TENSION + MINUS OR COMPRESSION POUNDS (FOLLOWING) # STEP IN STRUCTURE OR DEPRESSED SLAB TOP OF STEEL ELEVATIONREL. +20'-8" (+20'-0") WIND: 2014 FLORIDA BUILDING CODE: SECTION 1609, Vult= 140 MPH. Vasd =108 MPH, EXPOSURE: C, RISK CATEGORY II COMPONENT AND CLADDING WIND PRESSURES - FLAT ROOF (ALLOWABLE) COMPONANT POSITIVE PRESSURE (psf) NEGATIVE PRESSURE LOCATION I` - ti s fl _� = 0< (ZONES) Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= 10SF 20SF 50SF 100SF 10SF 20SF 50SF 100SF 50SF ELSEWHERE - ZONE 1 12.6 11.7 10.4 10.0 -30.9 -30.0 -29.2 -28.3 -29.6 WITHIN 8.5ft. FROM HIPS & 12.6 11.7 10.4 10.0 -51.9 -46.6 -38.8 -33.5 U) RIDGES -ZONE 2 U) RIDGES -ZONE 2 0 WITHIN 8.5ft. FROM CORNERS- 19.2 17.6 15.3 13.6 -78.1 -65.0 -47.5 -46.6 0 ZONE 3 12.6 11.7 10.4 10.0 28.4 27.7 AT OVERHANGS -ZONE 2 AT OVERHANGS -ZONE 2 -49.2 -48.8 -47.5 -46.6 -57.9 AT OVERHANGS WITHIN 8.5ft AT OVERHANGS WITHIN 8.5ft >< -78.1 -62.3 -41.4 -25.7 -57.9 FROM CORNERS -ZONE 3 FROM CORNERS -ZONE 3 ELSEWHERE - ZONE 42g.3 33.4 27.1 25.3 24.2 -30.6 -29.5 -27.7 -26.5 J -31.3 WITHIN 8.5ft. FROM CORNERS- 28.3 27.1 25.3 24.2 -37.7 -35.4 -31.8 -29.5 -37.6 ZONE 5 ZONE 5 NOTE: 1) Ae: EFFECTIVE AREA 2) PRESSURES ARE BASED ON WIND SPEED AND RISK CATEGORY NOTED ABOVE. 3) PRESSURES ARE FOR "ENCLOSED" CONDITION WITH INTERNAL PRESSURE COEFFICIENT OF f 0.18 4) PRESSURES CALCULATED WITH Kd=1.00 WIND: 2014 FLORIDA BUILDING CODE: SECTION 1609, Vult= 140 MPH, Vasd =108 MPH, EXPOSURE: C, RISK CATEGORY II COMPONENT AND CLADDING WIND PRESSURES - SLOPED ROOF (ALLOWABLE) COMPONANT POSITIVE PRESSURE (psf) NEGATIVE PRESSURE LOCATION I` - ti s fl _� = 0< (ZONES) Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= 10SF 20SF 50SF 100SF 10SF 20SF 50SF 100SF 50SF ELSEWHERE - ZONE 1 19.2 17.6 15.3 13.6 -30.6 -29.6 -28.7 -27.7 -29.6 WITHIN 8.5ft. FROM HIPS & 19.2 17.6 15.3 13.6 -53.2 -49.0 -43.3 -39.1 U) RIDGES -ZONE 2 U) RIDGES -ZONE 2 u- WITHIN 8.5ft. FROM CORNERS- 19.2 17.6 15.3 13.6 -78.7 -73.5 -66.9 -61.7 0 ZONE 3 0 ZONE 3 30.6 29.6 28.4 27.7 AT OVERHANGS -ZONE 2 AT OVERHANGS -ZONE 2 -67.4 -67.4 -67.4 -67.4 -57.9 AT OVERHANGS WITHIN 8.5ft AT OVERHANGS WITHIN 8.5ft >< -109.8 -99.0 -86.7 -75.8 -57.9 FROM CORNERS -ZONE 3 FROM CORNERS -ZONE 3 ELSEWHERE -ZONE 4 33.4 32.0 29.9 28.4 -36.2 -34.8 -32.7 -31.3 -32.7 -31.3 WITHIN 8.5ft. FROM CORNERS- 33.4 32.0 29.9 28.4 -44.7 -41.9 -37.6 -34.8 -37.6 ZONE 5 ZONE 5 NOTE: 1) Ae: EFFECTIVE AREA 2) PRESSURES ARE BASED ON WIND SPEED AND RISK CATEGORY NOTED ABOVE. 3) PRESSURES ARE FOR "ENCLOSED" CONDITION WITH INTERNAL PRESSURE COEFFICIENT OF t 0.18 4) PRESSURES CALCULATED WITH Kd=1.00 WIND: 2014 FLORIDA BUILDING CODE: SECTION 1609, Vult= 140 MPH, Vasd =108 MPH, EXPOSURE: C, RISK CATEGORY II COMPONENT AND CLADDING WIND PRESSURES -- CUPOLA (ALLOWABLE) COMPONANT POSITIVE PRESSURE (psf) NEGATIVE PRESSURE LOCATION I` - ti s fl _� = 0< Q p (ZONES) Ae= Ae= Ae= Ae= Ae= Ae= Ae= Ae= 5z 10SF 20SF 50SF 100SF 10SF 20SF 50SF 100SF ELSEWHERE - ZONE 1 30.6 29.6 28.4 27.7 -33.4 -31.9 -29.6 -27.7 WITHIN 8.5ft. FROM HIPS & 30.6 29.6 28.4 27.7 -39.1 -37.6 -34.8 -33.4 U) RIDGES -ZONE 2 U- WITHIN 8.5ft. FROM CORNERS- -39.1 -37.6 -34.8 -33.4 0 ZONE 3 30.6 29.6 28.4 27.7 AT OVERHANGS -ZONE 2 -61.7 -59.8 -57.9 -56.0 AT OVERHANGS WITHIN 8.5ft -61.7 -59.8 -57.9 -56.0 FROM CORNERS -ZONE 3 ELSEWHERE -ZONE 433.4 32.0 29.9 28.4 -36.2 -34.8 -32.7 -31.3 WITHIN 8.5ft. FROM CORNERS- 33.4 32.0 29.9 28.4 -44.7 -41.9 -37.6 -34.8 ZONE 5 NOTE: 1) Ae: EFFECTIVE AREA 2) PRESSURES ARE BASED ON WIND SPEED AND RISK CATEGORY NOTED ABOVE. 3) PRESSURES ARE FOR "ENCLOSED" CONDITION WITH INTERNAL PRESSURE COEFFICIENT OF t 0.18 4) PRESSURES CALCULATED WITH Kd=1.00 (%ed srn V1� 4 CME lih, 17HAO38 HEES & ASSOCIATES, INC. 1381 Fifth Street -Sarasota, Florida 34236 Telephone: (941) 955-4555 -Fax: (941) 955-9333 karl@heesassociates.com •www,heesassociates.com C.O.A. #27043 @ 2017 - Hees & Associates, Inc. All rights reserved. NOTE: DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE BUILDING USING APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com W V > W I` - ti O _� = 0< Q p W0 Z LL (Wj o Cn w Z 0 5z O w W o O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE. EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS. SHALL BE REFERRED IMMEDIATELYTO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER Tonn 1n 1. Tuc 1-- 1c�i.c SEAL OARF.S FL PE 59795 NOV 0 3 2017 IISSUE1 BY I DATE I DESCRIPTION PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. SHEET TITLE WIND LOAD DATA I SHEET NUMBER I S1.1 A A.1 A.7 A.8 B.6 C.1 (C.4 I 3 D-1 E.1 S6 F G 83' -101/4 EDGE OF SLAB 61/8" EDGE OF SLAB (TYP) 2'- 8 5/$" 4'- 4 1/2" T- 15/8" 4'- 4 3i8" �.. � ����.. �.....,�...� � J �� ��.�...... �������� 64' - 2 7/8" .�..,....��.�� ��� ..��....��,.�.����� .�. ....�.._6......._�.__�.�_�_� G� 1/8'" (TYP) P7 T V_R XX X- _ _ _ W _OUNDATION _, _ _ _- - _ - _ _ - - w _ _ - _ _ -._. XXXX _ _ _ _ ------ W.... FOR �� ... �...�. L..... .................-.� -- - ,-"- ..- .-. -.- -- ..- --....,,. -- ...... - .-- . 0 '"" �... . �.... -- ,....... _.... y � cJ I 1 PLLANF@ DUMPSTER PLAN J r ° .,...." �.. -- """` """ ".` ..."" .` a k ' , I,, 63' 2 3/8" 3 ENCLOSURE SEE 1/S9 _ QD TMP PrP I� TYP 1' - 1 1/4.,i 5 I 3 3 m TYP LINE OF NOM. 2x 4 -- SHEAR WALL SW1 I t i 6 TYP. ( TYP. ( TYP 6 5 �I I I TYP L 1 I 1 4 S4 1 REDWOOD SLEEPER S4 TYP. ` � r k i S4 I " Q S4 k. S4 5' -3"x5' -3"x1' k t �- U) r FND @ DEEP CONC. (MIN.) FTG W/ ik "- S4 r I S i S4 �I 0 4" REC S SPAIN OR 1' - 3" 2' 0" 11 BEER I, BEER I COOLER - (5) #6 BARS EA. WAY COOLER COOLER I T/FTG=_0"�8" MEAT 1 M S4 iy' } �' COOLER iI I N I I E . 0" 14' - 4 1 /2'" T- 6 1 /2"" LL T_ 5,. -... --. -.- .-..�...- ,.� L I I t VERIFY W/ MFR TYP.k, j TYP. ( COOLER TYP. ; I ; I 100 _j VERIFY W/ ARCH. I I 18 I..- 18 I 18 _I 1 ) .S4 _ ' r I�1 I I w r CLOSED BOX POST 1 t9 I U I 100 S. Ashley Dr., P: 813 - 323 - 9233 I RAISE D CONC. CURB SLAB IN THIS AREA UNDER U 9 6 ti Off, 1 ( 1 3 I --� Ste. 100 Lic. #: AA - 0003590 4" CONC. SLAB W/ x6 I I F R ELECTRICAL PANELS: FREEZER TO BE INSULATED W/ t + (2)600S250-54 I Tampa, FL 33602 W: www.bdgllp.com W1.4xW1 A WWF O 10 MIL. I 1 I I 1' - 6 3/4" E ARCH. DWGS. 4" CONC. ON 4" INSULATION ON d t SLAB IN THIS AREA UNDER BEER SLAB IN THIS AREA UNDER (1)6007250-43 _ „j I I � CJ I VAPOR BARRIER O R BARRIER 0FILL/IMP1 I I 3" RAISED CONC. CURB. 4" CONC. OVER EXISTING I COOLER TO BE INSULATED W/ 4' FREEZER TO BE INSULATED W/ @ HOLDOWN � 1 6x6 P.T. #2 2'9 EXISTING ED _ 1 SEE ARCH'L. FILL/IMPROVED NATIVE SOIL ( CONC. ON 4" INSULATION ON 4" 4 CONC. ON 4" INSULATION ON SYP. POST W/ I TYP. NATIVE SEE SOIL: I GEOTECH REP T I I 1 `� MECHANICAL ROOM I t CONC. OVER EXISTING 4 CONC, OVER EXISTING r ( FILLlIMPROVED NATIVE SOIL FILUIMPROVED NATIVE SOIL I I G8 CEDAR TRIM W/ SIMPSON 16 T/SLAB (NO EL. 0'-0" COLOR THIS R OM) I I 1 I 1 TRENCH DRAIN: I t I 1 I I CBSQ6 2 S4 I SEE ARCH. LI I \ �^ EL. 0'-0" 3 8" 1 5' - 4 114" 8" 3' - 2 1/2" t r I I NOM. 6x6 POST N BAS COLUMN BASE W1=6" W -6" TYP. (4) PLACES r rr U U 1 I (KING STUD) I I (TYP ES) .- 3' 1 1!2' .- U 1 9 I I I I 3'-6"x3'-6"X1'-0"ON. CONC. FTG. W/ N N M CJ ') tt CJ S10 1 i WAY ' o 00 _jr- I W/A1 -4""0 T ._ t I I 1 ¢ CONC. PIER I 1 I (TYP CES) � Cl) M M 1 I I I P METALSTUD I � 1 I I A3 o I II i I rt tt s'o.cG@ I I I CJ I o 1 I t t 6" PVC BEER LINE: 4" CONC. SLAB W/ 6x6 I I ¢ I I I 0 1 I I TRENCH i I t i PROVIDE 36' SWEEP UP TO 6" ABOVE SLAB WIAXW1.4 WWF ON 10 MIL. I r I I I I I 4" CONC. SLAB W/ 6x6 W1.4xW1.4 WWF ON 10 "' co I DRAIN: I SEE ARCH. I I 1 o t r t r (VERIFY W/ FS DWGS.) VAPOR BARRIER OVER EXISTING FILUIMPROVED NATIVE SOIL: 1 I W I ya I NEW 6" CONC. LANDING MAX �+ �j' I MIL. VAPOR BARRIER I EL. -U-1/2" 11 1 1 (o t r t SEE GEOTECH REPORT 6" I (� 8 I (2/o 1 FALL W/ 6x6 > FOUNDATION PLAN NOTES. I 1 OVER EXISTING T - 7 1/2" 1. SEE SHEET 1 FOR GENERAL NOTES & ADDITIONAL W r" I I iv FILL/IMPROVED NATIV SOIL: L ... I 1 I t f ► r T/SLAB EL. 0'-0" (NO COLOR IN KITCHEN) W2.9xW2.9 WWF OVER I EXISTING I N INFO. 2. TOP OF INTERIOR FOOTING ELEVATION = U-8" O � 1' 6" 7' - 1 1/4" I I r t FILL/IMPROVED N M I I I co SEE GEOTECH REPORT SEE G EL. -0' 1/2" `� - I I I t CJ 1' -1 1/4" 10 3/4" 1 1 I NATIVE SOIL: SEE GEOTECH REPORT. � BELOW GRADE U.N.O. OF EXTERIOR FOOTING ELEVATION = = O 3. BOTTOM -1 - `' COLOR THIS ROOM).. � 1TURN I _(NO _ L .� � I I t t I t TRENCH DRAIN: I EDGE OF 6" BELOW FINISH GRADE. (�] N (2> #4 BARS ► SEE ARCH. EL. 0'-0" I I I I LANDING DOWN PER 19/S4. CONC. TO BE 4. SLAB JOINTS SHALL BE SPACED AT A MAXIMUM Q SEE 21/S4 I I OF 12'-0" ON CENTER IN EACH DIRECTION. 1 I (TYP) tt ! 1 EE CIVIL OR- i I 1 I BLACK: INTEGRAL -I 5. SEE SHEET S6 FOR NOTES ON ANCHOR BOLT � W O I I I DWGS. SIZE & SPACING AT EACH WALL. I- J 1 I CJ I 1 2.3 6. FOR HOLDOWN TO FOUNDATION DETAIL & SCHEDULE SEE 5&6/S7. z LL O W I ( 1 " 14' - " 18 11 1/2 0 18' - 2" 12'- 10" 1 19' - 4" I 8 1 I 7. FOR EXTERIOR GRADING SEE CIVIL DWGS. r t t t 12'- 6 1/4 " 5' -3"x5' -3"x1'-0" (MIN.) DEEP CONC. FTG W/ WAY I 2 5/8 I 5' - 1 3/4'" STEEL COLUMN Wl 1 1 I �... _ I - "' I �' I 8. FOR LIGHT POLE FOUNDATION DETAIL SEE 16/S7. 9. FOR STRUCTURAL FILL: BACKFILL; BASE & SUBBASE SUPPORT &DRAINAGE' REFER TO w O VERIFY W! FS DWGS. (TYP) STEEL COLUMN / I 1 6' - 10 7/s" 8' - 5 1/2" 11"x11" BASE PLATE r �.. ,.�..�....� co .,.... EA. ,.. �IT5FTG 1 2' - 10" 3' - 4" 1' - 11," 00 GEOTECH REPORT, ARCH. &CIVIL DWGS. z 6"x14" BASE PLA E .,, �^ - ...... ..� ........� r �...� (i =BARS -0 J _ s � I FOR PLACEMENT, AND TO SECURE LL r C, 1 I I 1 y OGS �e.--.�..� 1 I r �.� - I -------.--.-.. -- '�-- 1 �-'- �� � � ---.-.���_u>...,...� 1 � � � I - -� '"' ! "^ '� "' - -i--- BOG M .- 9 ,.. --«.. "" - REINFORCEMENT AGAINST DI10. SPLACEMENT NT SEE S1 &SPECIFICATIONS. 315). z O Q 1� --- .�� �����....,��........��� _ �� .......„ k Cd CJ ,. - 2 _ 1 (ACI 11. PROVIDE TERMITE CONTROL AS REQUIRED - co I 1 (2)600S250-54 2 -I _ _ i �I �I ... _ _ NOM. 6x6 POST J� �+ �- -- -- -;�� I o I I REFER TO SPECIFICATIONS. 12. FOR STEP BUILDING FOOTINGS, AS REQUIRED: SEE DETAIL 20/S4. W O J 4' -0"x4' -0"x1'-4" (MIN.) L- TYP. (1)600T250-43 Il-. �.. _-1 TYP I �' 3 13. ELEVATIONS REFERECE T.O. SLAB -ON -GRADE � 3 r DEEP CONC, FTG W/ �...� .... .....,.. L_ -- ,... (5) #6 BARS EA. WAY �..... .....".. .... _j 8 _.. .... @HOEDOWN STEEL COLUMN W! 9 3 I I ;o "' ELEVATIONS = 0'-0". SEE CIVIL DRAWINGS FOR i6 I I T/FTG = -0'-8"" TYP. S4 KITCHEN 6"x14" BASE PLATE S4 I I 2' - 0" M ACTUAL GRADE ELEVATIONS. s! 9 5' -0"x5' -0"x1'-0" DEEP 5' -0"x5' -0"x1'-0"" DEEP @ TYP °� I in 1 CONC. FTG W! (6) #5 CONC. FTG W/ (6) #5 /BAR 12 5' -0"x5' -0"x1'-0" DEEP 4' -0"x4' -0"x1'-4" (MIN.) I I co N o 1 I S4 BARS EA. WAY @TOILET T/FTG = -0'-8" BARS EA. WAY T/FTG = -0'-$'" CONC. FTG W/ (6) S4 BARS EA. WAY ST11 #5 DEEP CONC. FTG W/ S6 (5) #6 BARS EA. WAY 1 I 1 CO /DINING ,EEL BASE PLATE I 10" 8 S6 T/FTG = -0'-$" T/FTG = -0'-$" y0) T- 5 1/2'" 2'_ I i0 THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY G TYP' CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG I I 3 -rP ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG S6 ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE S4 CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE I I S4 I NOT SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL I I NO'T'E: BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS I I I 7 I M ALL EXPOSED CONC. AT ELEVATIONS U-0", 0'-5"' WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO HESE PLANS, REGARDLESS OF OW MINOR, WITHOUT T E EX EXPRESS WRITTEENTAPPROVAL I I,,,, ,,,,,NOM. 6x6 POST, yo 1 0 (PLATFORM) & CONC. RAMPS ALONG "1" TO BE OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS I 5/$"RjCAS-T_IN-1?LACEFjEADED CJ Gy N INTEGRALCOLOR-BLACK. U.N.O. (EXCEPTION: WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY I KITCHEN, MECH. ROOM) REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ANCHOR BOLTS: SEE SHEET S6 11 1 yOr (AT SHEAR WALLS PROVIDE PLATE WASHERS) QJ$ -....� � ...- ..W...... ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR 'TQ 3"X3"XO.229° `Z`j 1 DAVIS COLOR 8084 GRAPHITE. 150# PER 10 YARDS. ERRORS AND OMISSIONS ARISING OUT OF OR I 3' - 0"" 3' - 0" 2' - 1" DAMAGES INCLUDING RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS TYP1 I DAVIS COLORS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION 4 1 I Cl) 3700 EAST OLYMPIC BLVD. PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL S4 I 1 I ap LOS ANGELES, CA 90023 RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES CONFLICTS. THE CONTRACTOR IS RESPONSIBLE 4" CONC. SLAB W/ 6X6 I I Q 800-356-4848 FOR IO SCHEDULING AND W1.4XW1.4 WWF ON 10 MIL. n .. EDGE OF WORKHE SUBCONTRACTORS OR THEE WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER ALL cV VAPOR BARRIER OVER I SLAB (TYP) o.n�" Tu' uc nccinn 1nnu..1.1,I yOG� EXISTING r I NATIVE SOIL:FILL/IMPROVED 1 I SEE GEOTECH REPORT I SEAL M T/SLAB EL. 0'-0" NEW 6" CONC. LAMDING (2% MAX I I I 4 S6 5/8"0 CAST -IN-PLACE HEADED I ANCHOR BOLTS: SEE SHEET S6 1 I FALL) W/ 6x6 W2.9xW2.9 WWF OVER VE SOIL: SEE GEOTECH REPORT. EXISTING FILL/IMPROVED ITURN I AT SHEAR WALLS PROVIDE 1 ro EDGE OF LANDING DOWN PER I 1 3'"x3"x0.229" PLATE WASHERS) I I 0I 19/S4. CONC. TO BE INTEGRAL COLOR -BLACK: SEE CIVIL DWGS. 1 I CJ I 1 _ I - cn o¢ I I I I�" 1 4 TYP S4 I S6 5 `r�J x I I TYP. TYP. 1 1 10 10 I 1 S S4 1 13 cv FL PE 59795 I I s4 31$" 1 � NOV 0 3 2017 3 3/8' I 20'- 4" 12'- 3 3/4" 18' - 0"" 12'- 3 3/4" 20' _ 4"" o -� M 2 7/8" --,Sim.. I 4' -6"x4' -6"x1'-0" DEEP I CONC. FTG W! (6) #5 BARS EA. WAY 4' -6"x4' -6"x1'-0" DEEP (2) #4 BARS 2 7/8" I 5' - 8" 12 I CONC. FTG W/ (5) #5 I SEE 21lS4 5' - 8" 4'-6"x4'-6" x1'-0' DEEP CONC. FTG W/ (6) #5 BARS EA. WAY (TYP) BARS EA. WAY S4 T/FTG = I I ¢ W I I ISSUE BY DATE DESCRIPTION I I 0 d Smq// 10 ,n 3 10/16/17 CONSTRUCTION SET I I T/FTG = -0'-8" -0'-8" TYP. T/FTG = -0'-8" TYP. L, 1�'4XS r-.- -- r ,... .., ... 17 �"....... , ....� 177 13 �F ,.. r 611 STEEL COLUMN W/ I I � I 1 S4 I Jy I S4 GS 6'x14 BASE PLATE mCl) I I 1 I I �p M CJ 1 1 I N C J CV _ _ _ _ _ _ _ r- CE I I I z I I I I ITI 1 I TYP. 13 I I I STEEL COLUMN W/ STEEL COLUMN W/ °p I r STEEL COLUMN W/ 1 10"x10" BASE PLATE 1 0o I I 11"x11" BASE PLATE 1 I 1 6"x14" BASE PLATE STEEL COLUMN W/ - !'~ J 10'"x10"' BASE PLATE � � SLAB W/TWO � � _j � 7HA�38 S4 L-...� � 9" CONC. 4' -0"x4' -0"x1'-4"" (MIN.) I I I 4'-0"X4'-0"X1'-4"MIN.. I DEEP CONC. FTG W/ D DEEP CONC. FTG W/ LAYERS 6x6 W2.9xW2.9 WWF 17P' I HEES & ASSOCIATES INC. PROJECT INFORMATION JOB # 170018 #6 BARS EA. WAY 1 (5) #6 ON 10 MIL. VAPOR BARRIER (5) #6 BARS EA. WAY CONCRETE RAMP: OVER EXISTING FILUIMPROVED CONCRETE RAMP: S4 T/FTG = -0'-8" I I 1381 Fifth Street • Sarasota, Florida 34236 DATE: 07-06-20� 7 o c I = -0S 1 2 7/$° TYP. S6 17 SEE ARCH. DWGS. NATIVE SOIL: SEE ARCH. DWGS. SEE GEOTECH REPORT " T/sLABEL.0'-5° 27/$ s6 I - Telephone: (941) 955-4555 -Fax: (941) 955-9333 karl@heesassociates.com •www.heesassociates.com DRAWN BY: D.E.M. CHECKED BY: K.F.H. EDGE OF I SLAB (TYP) 1 S4 I I I C.O.A. #27043 © 2017 - Hees & Associates, Inc. 8"" z I I 5' 3 7/8" 1 8' - 11" 5' - 0 5/8" 12' - 0 7/8" 5'- 5 1/2" - 8' - 11" 5' - 5 1/2' 12' - 0 3/8" 5' - 0 5/s" 3 8' 11" 5'- 3 7/8" $„ All rights reserved. SHEET TITLE g a SHEAR WALL SW2 SH ALL SW2 SHEAR WALL SW SHEAR WALL SW2 SHEAR WALL SW2 SHEAR WALL SW I m I ¢ �_izz J.�,....._.`tio .......... ..,. �.. -- .-»yo ._ ..,. yo ...i I I Jr 7 J�._..... �...... .....�. _ ... J�......,.... yo G8 NOTE: O G8 G� Gip I �� �� `Z� DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE • �" 1 5/s"O CAST -IN-PLACE HEADED ' S6 BUILDING USING APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL FOUNDATION PLAN °2 -- - -, ANCHOR BOLTS: SEE SHEET S6 TYP -'-' -` -"- - - - - "" - - - - - -' "" I WALLS PROVIDE 4A I '- STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED �- - •- - - - - -- - -- -- - - - -' - - -' -- (AT SHEAR 1" 4 NPI 3x3 x0.229" PLATE WASHERS) I S4 1 TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND N _ �. 4 WIDEN FOUNDATION 1 L _. -.. -.. ,.- - -". - - -. - -- 2 .. -- -. -� ....... ....,...�. ,�. S4 WIDEN FOUNDATION -- -- -� --- �'- -- -- -- � -- -- -- -� -� �'- -�' -- �- --� ��- -- -- �'- �' -- � I FOR VENEER PILASTER: J J EDGE OF SLAB DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE SHEET NUMBER EDGE OF SLAB FOR VENEER PILASTER: S4 SEE ARCH. DWGS. FOR I J`5 J �� 1� .Z� �� I SEE ARCH. DWGS. FOR (TYP.) BUILDING. RESOLVE ANY DISCREPANCIES. (TYP.) ADDITIONAL INFO {� ADDITIONAL INFO - I 1/s"L 191-97/8" EDGE OF SLAB "... '-^. - "... - - '.- _' "'"'.'-~ "'"w' - - - """" '"""" '.� - `""""""" '.�" """" "` `"" - "'" "'.... ""'"' ",."" '"".. "" - ",.".."" - " "'"` ,r` '..` "� "". '.". b"T18 EDGE OF SLAB 19' - 9 7/s" 61/8" -- i� FOUNDATION PLAN U 1/4" = 1 `-011 TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE S 2 DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE 20' 4"" 43' - 2 1 /4" 20' - 4' APPLICABLE MINIMUM BUILDING CODES. A B C D E F G.C. TO ALIGN TRUSSES PROVIDE 5/8" APA RATED SHEATHING ON A WITH STUDS BELOW WALLS: BACK PANEL EDGES W/, NOM. A.1 A.8 B,6 C,1 C.4 D.1 FRAMING. SEE FRAMING ELEVATION & E.1 F HEADER'A' HEADER W SHEAR WALL SCHEDULE ON SHEET S6. G 1' - 7 3/4" 7' - 9 3/4" SEE SHEET S9 FOR TRASH ENCLOSURE 2' -11" 2' - 6 1 /2"" " _ 8'" 2' _ 8", 1, _ 5„ 2' _ 8„ 2" 8"" T _ 6," 2' _ 1 "" 2' _ 8"" 2' 8" 2' - 8,, 2" _ 8,, 2, 8"" 2' _ 8"" 2' _ 8," 2' _ 8" 2' _ 8"" ' 8"" 2' _ 8," 2' _ 8," 2' _ 8", 1 • _ 4"" 2" _ 8" 2' _ 8", " - 8"" 2" _ 6", 2" 8"" 2, _ 8'" 2, _ 8" 2' 8." 6" 6", 1 ` 1 3 83'- 10" 5112 " 2 bo cn I? oNo N r 4x BLOCKING @ 48" O.C. (TYP. AS SHOWN) 2x BLOCKING @ 16" O.C. (TYP. AS SHOWN) TYP. 13 TRUSS A 6x6 CEDAR POST W/ SIMPSON CCQ66X-SDS2.5 COLUMN CAP W1=5 1/2" W2=6" (TYP. 4 PLACES) g� N m N ° I o ~ 2x BLOCKING @ 16" O.C. (TYP. AS SHOWN) }- 2,9 4x BLOCKING @ 48" O.C. (TYP. w AS SHOWN) M ROOF FRAMING PLAN NOTES. 1. SEE SHEET 1 FOR GENERAL NOTES & + ADDITIONAL INFO. N a 2. FOR RAFTER, RIDGE, HIP, HEADER & WOOD Q N 0 u� - _j BEAM INFO: SEE TIMBER FRAMING SCHEDULE w m N iv ON SHEET S3. w o `" 3. FOR PLYWOOD SPACING DIAGRAM: = SEE SHEET S5. 14 4. FOR NAILING DIAGRAM AT ROOF: S$ I- I SEE SHEET S5 & DETAIL 1/S7. 5. FOR DIAPHRAGM CHORD SPLICE DETAIL: SEE 13/S7 & SHEET S8. 6. THE SIZE & DIMENSIONS OF MECH. EQ. RTU'S EF, ETC.) SHALL BE VERIFIED WITH MECHANICAL - 2.7 DWGS. & SPECIFICATIONS. TYP 7. FOR RTU, MECHANICAL EQ. FRAMING DETAILS: 4 I SEE DETAILS 10 & 11 ON SHEET $7. S8 (G.C. TO VERIFY & COORDINATE W! MFR. IF ADDITIONAL REQUIREMENTS.) 8. FOR CONDENSING UNIT FRAME ATTACHMENT �� TO ROOF STRUCTURE: SEE DETAIL 6/S10. (G.C, a N TO VERIFY & COORDINATE W/ MFR. IF m N ADDITIONAL REQUIREMENTS.) w I 9. TRUSS BRIDGING SHALL BE INSTALL PER ¢ a MANUFACTURER RECOMMENDATIONS. MINIMUM BRIDGING REQUIREMENTS ARE CALLED OUT ON w �- 1.3 ON SHEET S1. °Q IG.C. TO FIELD VERIFY & COORDINATE W 10 G = LOCATION OF THE SATELLITE DISH & FLAG POLES W/ TRUSS SPACING, ARCH., MECH. & 3 1/4" STRUCT. DWGS. SATELLITE DISH SUPPORT 2 3 SHALL NOT BE IN INTERFERENCE WITH ANY - - - - - - - - - - - - - - OBSTRUCTIONS (DUCT WORK). OVERFRAMING 11. FOR SATELLITE DISH CONNECTIONS: SEE _ ___________ DETAILS1&2 ON SHEETS10. 12. FOR KITCHEN HOOD SUPPORT: SEE 16/S7. 13.ELEVATIONS REFERECE T.O. SLAB -ON -GRADE x10's ELEVATIONS = 0'-0". SEE CIVIL DRAWINGS FOR (3)2 ___ I ACTUAL GRADE ELEVATIONS. ___ --HEADER'A'. 2 -- -� - FRAM2 - --P���Q-P�\ TYP I i - - OS$ / a o m NOTE: STRUCTURAL STEEL AND o TRUSSES ARE OWNER SUPPLIED. N 6X6 POST DO N TO HEADER I ( SIMPSON H10S @ EA. RAFTER TYP VESTIBULE - ""' " TIMBER ROOF FRAMING SCHEDULE ' i (REFER TO SHEETS S3 & S9) HEADER "A' I _ _ __.__ _. .._., . _ ._,__. __ _. _.._.,_. ..___, ,_.._._ - i MEMBER 3 2x10'S I SYP # ( ) 2 (U N �) .., RAFTER'A"HALL ? 2x10 @ 16" O.C.OC- _ _ ______---. __-.-_ __._.._._ _ __,__._ _ RAFTER B 2X1 O @ 24 O G "... """"' ' " """" "" " '""" " " ""' "" "' " """'"'" """" " " "" "' I RAFTER 'COR 2X1 O @ 16 O.C.OCWORK 9, - 7" j 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 LIC• #: AA - 0003590. Tampa, FL 33602 W: www.bdgllp.com I TYF11 12I ' S8 iv N c,, 4x4 BLOCKING @ 48"' O.C. @ T- 4 1/2" (PLYWOOD PANEL EDGES. NAIL PANEL EDGES TO BLOCKING @ 4" O.C. _ �' U io a o > I;, I `- T _ - _ c.1 HVAC UNIT a a #5-2964 LBS I U) I I I CONDENSING CONDENSING _a I I UNIT ICE UNIT ICE Y MACHINE�300# MACHINE 300# I I p a 18' - 11 1/2" I ° EXHAUST FAN EF -8 P. r 50# I S10 m 0 1 p p� g W14x34 _ .._.-. T/BM EL 12'-4 1/2" SiMPS N LGT4-SDS3 @ 4 -PLY SIMPSON MSTI36 STRAP GIRDER TRUSS (TYP. EA. END) @ TOWER CORNERS: NAIL TO OUTSIDE FACE OF TOWER WALL STUD ' GIRDER OUTSIpRUSS (TYP. SIMPSON LSSU-210 WITH A BE T FLANGES TYP. AT LL RIDGES AND VALLEYS. P S8 2x4 BLOCKING @ 48" O.C. WI 2 8d TOENAIL EA. END TYP. „ 3 - 0 21-81, 2 - 81, 2' - 8" ROOF HATCH 2x4 BLOCKING O.C. N (2) P. EA END (TYP. EXHAUST HOOD 52 DISH 300# j� EXHAUST FAN EF -7 I 89# I I 1 N I `� m iv M 14' - 0" a I � (9 0 I N 06 is V w LL TOENAIL I > HISBA) THIS BAY) OMIT ROOF SHEATHING IN AREA m.. .-_., INDICATED THUSLY w .....n. . FOR DUCT PENETRATION VERIFY CURB SIZES W/ MECH. CONTRACTOR PRIOR TO INSTALLATION. SEE 10 & 11/S7 FOR RTU FRAMING. (TYPICAL @ ALL MECH. UNITS) I I I CONDENSING UNIT WALK FREEZER 300# I I IN CONDENSING UNIT BEER COOLER 300# EXHAUST 51.1 FRYER 51.1 S8 ATTACH CONDENSING UNIT FRAMES TO STRUCTURE PER 9/S10 (TYP) SEE ARCH. & MECH. DWGS. FOR ADDITIONAL INFO HOOD EXHAUST HOOD 51.2 RIB 51 2 I I A # _j - - _ - _ _ _ _ _ L EXHAUST FAN EF -1 EXHAUST 461# FAN EF -2 461# � CONDENSING UNIT COOLER 300# _ -3 11 A I CONDENSING S$ UNIT COOLER 300# I ;� I EXHAUST HOOD 51.3 51.3 BROIL EXHAUST HOOD 50 PREP 800# I I _ _ _ _ :- EXHAUST _ FAN EF -4 N 461# I a � I EXHAUST HOOD 50 PREP 800# I y sss� +� I �� P. ° O 7 0 U 0 w MEAT S10 3, m (2)60OS162-43 CLOSED BOX POST I I 1 hI 600S137-43 METAL STUD FRAMING @ 16'" O.C. (TOP TRACK 1 1 I 1 FLUSH W/ B/ROOF I ! DECK) I 1 IM I 1 I I! I I 1 1 1 r I I ! I I I I I I EXHAUST I I ( FAN EF -5 I I I 461#' I 1 tl 11 EXHAUST 11 tl FAN EF -6 1 1 1 461 # 1 I 1 1 1 1 1 [ e I I I Y 11 I 1 -/ I 1 0 I = L I 1 t' I 1 9 19' 4" i i ° I 1 I 1 10 1 I i 1 S8 1 1 I I I 1 I k.__ 2x4 BLOCKING PLYWOOD NAIL PANEL BLOCKING Nil @ 48" O.C. @ PANEL EDGES. EDGES TO @ 4" O.C. I I I I `=X �- _ N Q U) cn S8 3 1/4" - -- --- FRAME @7 I w I °°dFACE y I I P. 2 $$ Q ° a LLwJ T I W rn v D W O N M O Q m Q L) Q W O J O z LL W V 0 W 0 z LL - z O W Q EXHAUST FAN EF 461# 12' - 10" HVAC #4-3093 I I UNIT LBS 18' - 2" 8 S10 T/BM 1' - 4" W14x34 EL. 12'-4 1/2" ° I I I I I 1 1 1 I I 1 p I I I I I I 2' - 8" I C4 y I W14x34 In , - T/BM EL. 12' 4 ;- �'"NAIL I I ' ` ,� " io y' t - _ - , I 1 I ✓ ��' 1 r" "'- _ I I I 1 I I -' 9 , ' ,,'' ,!` 1 I I HVAC UNIT I I I #3-2964 LBS 1 I I 1 I I 1 I 1 1 I ! BAR SOFFIT I I I OVER -STRUCTURE: 1 I 1 SEE ARCH. DWGS. I I 1 2' - 8" 2' - 8"' 1' - 4", 2' - 8" 1 2' - 8" 2' - 8" 1' - 4' P. 15 S8 W14x34 1/2" �� ` T/BM EL. 12' 4 1/2" I �`� 1 I N �5�� HVAC UNIT I CD #1-1936 LBS I �. 1 1 � �. .... 7 1 I - _ - - _� I 1 I s I I , I _ - _ 8 _ I I tl 1 I I i I 1 SATELLITE DISH: SEE ARCH. 1 I 1 I DRAWINGS FOR LOCATION & I SEE DETAILS 1 & 2 ON S10 AND 1I I' I SATELLITE DISH NOTE ON S3. I 1 I I I I ! I 1 I 1 I ' STAR BAR OVER -STRUCTURE: I I SEE DETAIL 17/S7 &ARCH. DWGS. I 1 1 1 I I 1 t I I 1 I 1 I I 4 _ _ _ _ 2' - 8" 2' - 8" 2' - 8" 2 8"" 2' 8" I 2' $" 1' 8" W14x34 y S'sy� �� �w IFILF z SIMPSON MST136 STRAP @TOWER CORNERS: TO OUTSIDE FACE OF TOWER WALL STUD I& OUTSIDE FACE OF GIRDER TRUSS (TYP.) 6 58 11/ 7 _ - - 3' 0"' 2' 8" 2' 8" T/BM EL. 12'-4 1/2" 3 ` S10 SIMPSON LS90 CONNECTION' @ VALLEY TO LEDGER I" RIDGE A CONT. r7 ��`�F Y, q, --- ---- -- 1 I 1 I 0 1 = 1 I 1 t I I „_.^.,._. THESE DRAWINGS AND PLANS; ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE. REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TOA^Cc araC^cc'rA'^^r'IA cAITc I �� 2' - 8 ,/ SIMPSON LS50 W/ (8) 10dx1 I I tl I I I 1 - _ _ _ _ ... HVAC #2-2964 UNIT. LBS v _ - I - J I tl d tl I tl 1 I 1/2" COMMON NAILS @ RAFTER TO VALLEY CONNECTION (TYP.) ' I RAFTER'B'SLOPE:±6.63/12 RAFTER D' 2x8 16 OC @ .. xRIDGE'A' 12' -1 p I ,r ., 1 12' - 1" (3) 2x10 -- SEAL 1 �r M M b I I N o 9 +I ui N p I -I v m I LL I I 1 I I LI I 1 NE OF "TOWER" ABOVE: PROVIDE 5/8" APA RATED 1 l SHEATHING ON WALLS: I .� SECURE TOWER PLATE TO BACK PANEL EDGES S: 2" I NWOOD TRUSS W/ SIMPSON a U. SDS1/4x4 1/2 WOOD' NOM. FRAMING. Y 1 SCREWS 16" O.C. SEE FRAMING ELEVATION o w I @ 6 w & SHEAR WALL SCHEDULE rn 1 ON SHEET S6. ►- � a I , I W I ti o 1 - - - _ 0 W 1 - c� 0 n s U) w L - - - -- - -_- -- - - -- TRUSS C Cn � w !LjTYP. F 11 - 0" SIMPSON LSU3510-2 TOWER TRUSS 'D' ABOVE: ( I I SLOPED & SKEWED SEE SHEET S5 I 12'- 1" P. P. 8SB ��,��D...._. S8 S8 'YS,SS+S a + 7 SPLICE JOINT i I SLOPING W14x30 _W14x30_ _ _ _ _ _ _ __ _ _ --- -- u_ T/BM E . 12'-4 1/2" y`SiSQ 1 T/�M EL.112'� 1/2'" 5'-83/4" 14'-71/4" Fy�r/S! 12'-33/4" mill TY MITER BEAM TO FOLLOW I 9 ROOF LINE. PROVIDE FULL PENETRATION WELD ALL I S8 AROUND ATMITER. I I I P SIMPSON L050 W/ (8) `S 1 Odxl 1/2" COMMON I NAILS @ RAFTER TO HIP CONNECTION (TYP.) 12 SIMPSON 'CMST16' S7 CONT. STRAP W/ BLKG f - �'' ,�'. ,- .% ! ' ` '� io _ u - LINE OF "TOWER" ABOVE: 1 I SECURE TOWER PLATE TO , WOOD TRUSS W/ SIMPSON a SDS1/4x4 1/2 WOOD �' I SCREWS 16" O.C. I , 1 I 1 _ _ _ I BAR SOFFIT I OVER -STRUCTURE: I SEE ARCH. DWGS. I __-_ ___ _ ____ __ t ( SIMPSON LGT-3SDS2.5 @ 3 -PLY GIRDER TRUSS (TYP. EA. END) �h����\� I 5 �. _ _ _ _ _ _ W14x30_ - -- _� - - _ T/BM EL. I12'-41/2' 12'- 3 3/4 I MIP A'____ _l. (3) 2x12 SIMPSON TBE6 CONNECTION (IN PAIR) @VALLEY VALLEY 'A' (3) 2x12 _..... ___... ............_.....__ w ' a I HEADER A (3) 2x10 „Y... ......_ .._.._ . . ........ ..._.... ,. = I gg BEAM 'A' (3) 2x12 __._._ . _.._____.,. _. __T_._-_------------ I 1 BEAM W 5.25 x 9.25 PSL PLUS SERVICE LEVEL 2 PROVIDE 5/8" APA RATED ...,. . _...... S3 CORRESPONDS TO SYP. SHEATHING ON WALLS: CONTRACTOR TO COORDINATE AS REQUIRED FOR DF BACK PANEL EDGES W/2" I NOM. FRAMING. p. SEE FRAMING ELEVATION 1 & SHEAR WALL SCHEDULE S8 N ON SHEET S6. <- ed Sri I 0 o C1l,� m> �r'�8A 0 FRAME . „ @ 1 -1 I Q� � 17HA038 w °¢ I HEES &ASSOCIATES INC. W 13$1 Fifth Street -Sarasota, Florida 34236 _'"'""' I TYP. Telephone: (941) 955-4555 -Fax: (941) 955-9333 2 • C.O.A. 2704 ciates.com wWW.heeSaSSOCIateS.COM S8 C.O.A. #27043 © 2017 - Hees & Associates, Inc. I All rights reserved. I NOTE: KA HEES FL PE 59795 NOV O 3 2017 I 2 W c i W 1=- w 0 F- w TRUSS C a ' . 2 o °° u p u! -i a C7 59 °SHEET I SIMPSON LSSU-210 WITH BENT FLANGES TYP. AT ALL RIDGES AND VALLEYS. I - - _ - - - --- _ _u. _ _ _ _ _ - -- -- - TRUSS B _ _ _ W14x30 T/BM EL. 112'-41/2" 18'-0" _ _ _ _ __-- _ _ _ __ �`-, - I 2x4 BLOCKING@48"O.C.W/ � (2) 8d TOENAIL EA. END (TYP.) f- 1= (TOWER I _ ���'��� � O.H. TRUSS SEE SHEET $ 'D' ABOVE: S5 P.�8A S8 P. S8 I I FRAME ��`� -I I w _ = I I I SIMPSON LSU3510-2 SLOPED & SKEWED I ISSUE: BY DATE: DESCRIPTION 12M W14x30 ysSQ..,.,�.. + SPLICE JOINT � ilr SLOPING I S8 T/BM EL 12 4 1/2"ME 14'-71/4" 5'-83/4" MITER BEAM TO FOLLOW ROOF LINE: PROVIDE FULL � I I PENETRATION WELD ALL AROUND AT MITER. -.- I I I ti, SIMPSON LS50 W/ (8) A. 10dxl1/2"COMMON 9' I NAILS @ RAFTER TO HIP CONNECTION (TYP.) EXTEND SHEATHING ON TRUSS PARAPET LEGS DOWN TO BOTTOM OF TRUSS ON FRONT WALL. FRAMING CONTRACTOR TO COORDINATE OPENINGS IN PLYWOOD FOR HVAC DUCTS WITH MECHANICAL CONTRACTOR. I I 12 S7 PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. SHEET TITLE DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE 1 TY 3 TYP HEADER'A' - _• - - I I HEADER'A' - - - - BUILDING USING APPLICABLE CONTRACT DRAWINGS, STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED BUILDING DIMENSIONS AND THE LOCATION OF ALL TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND n /� A' n A' c FRAMING ROOFr �'V' I' V r �iv S8 S8 20'- 13/4" 46' - 3 1/2" 20'- 13/4" DEPRESSIONS SHALL BE COORDINATED WITH THE RAFTER'B' SLOPE ±6.19/12 RAFTER W SLOPE ±4.5/12 RAFTER'S' SLOPE 16.19/12 SHEET NUMBER ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE q SIMPSON TBE6 TYP. NP _ ___r_ CONNECTION 3A 1 --� _ _� .__ HEADER'A' HEADER'A' (IN PAIR) @HIP Sg gg - - - - LJ - - - - - - I - g C __ TYP. TYP. SIMPSON TBE6 1 3A HEADER'A' CONNECTION L L _ - - - S8 SS (IN PAIR) @HIP LJ. E F BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD' MS ROOF FRAMING PLAN KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE 1 /4�� = 1 �-O�� DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE � APPLICABLE MINIMUM BUILDING CODES. __ - T D S NOTES: 1. TYPICAL FOR INTERIOR AND' EXTERIOR SLABS. NOTES: NOTES: 2, SLAB REINFORCING SHALL BE — NOM. 2x6 FRAMING, SEE 1. TYPICAL FOR INTERIOR AND 1. SEE PLAN FOR CONTROL JOINT CONTROL JOINT: SAW CUT OR USE TERMINATED AT JOINT. DO NOT PLACE REINFORCING UNDER JOINT. SHEET S6. NOM. 2x6 FRAMING, SEE SHEET S6. COOLER WALL. EXTERIOR SLABS. LOCATIONS. 1/8" PREFORMED INSERT FILL CUT FOR BRICK VENEER: SEE ARCH. DWGS. SIMPSON SP1 CONNECTOR FOR BRICK VENEER: SEE ARCH. DWGS. 2. SLAB REINFORCING SHALL BE 2. SAW CUT JOINT WITHIN 12 HRS. W/ JOINT FILLER FLUSH W/ T/SLAB: @ 16" O.C. (SIMPSON DSP TERMINATED AT JOINT. DO NOT PLACEOF POURING CONIC. SEE ARCH. SEALANT: SEE ARCH. 8 81, BOTH SIDES @JAMB) ON SPI CONNECTOR REINFORCING UNDER JOINT. 4" THK. REINFORCED CONC. SLAB EXTERIOR SLAB: 4' THK. REINFORCED PRESSURE TREATED 2x6 PLATE: ALIGN 5/8" OFF EDGE OF SLAB. CONT. #5 PRESSURE TREATED 2x6 PLATE: @ 16" @ 16" O.C. (MAX.) AT ALIGN 5/8" OFF EDGE OF SLAB. EXTERIOR WALL. OVER 10MIL. VAPOR BARRIER. SEE PLAN. 2" CONIC. SLAB OVER 10MIL. SLAB REINF. 8 8 SEE PLAN. 2�". SLAB REINF. SEE PLAN. 4" THK. REINFORCED CONC. SLAB OVER 10MIL. VAPOR BARRIER. 1/8" CLR. RADIUS VAPOR BARRIER. CONT. #5 @ 4A/S4 T/SLAB EL=O'-0" @ 4/S4 `' 4" THICK CONC. SLAB @ 4/S4 CONT. #5 T/SLAB EL=O'-0" 4"' CONC. SLAB ON CLR. >, „., CN „, iv - v T/SLAB EL= -0'-5" @ 4A/S4 9" THICK CONC. SLAB @ 4A/S O R IL VAPOR BARRIER. OVER -- E 10M R. 4" INSULATION ON 4" CONC.SLAB W ' EXTERIOR SLAB OR EXTERIOR SLAB OR FINISHED GRADE: SEE ao r� FINISHED GRADE: SEE APPLY BOND BREAKER PROVIDE.;_ 1/2"0 x 1'-4"LG. SMOOTH BAR W!O Z �- ♦ • •: ._._;. ;EXISTING ARCH. &CIVIL. . ARCH. & CIVIL 5/8"0 ANCHOR BOLTS U.N.O. • BURRS OF SLAB @ FILUIMPROVED v . EXISTING FILL/IMPROVED EXISTING FILUIMPROVED @MID -DEPTH U 12 O.C. W/ OIL ONE END ONLY, o • + NATIVE SOIL. 5/8 0 ANCHOR BOLTS U.N.O. z (7" MIN. EMBED) __ ` "� (7" MIN. EMBED) NATIVE SOIL. NATIVE SOIL. AND BAR SHALL BE HORIZ NT A T-0' 3' MIN. PROJECTION) ;EXISTING w 3" MIN. PROJECTION) 100 S. Ashley Dr., P: 813 - 323 - 9233 PROVIDE 1/2"0 x 1'-4'"LG. SMOOTH BAR PERPENDICULAR TO JOINT. I #4 DOWEL 1 @ 12" co z ♦ ♦ • FILUIMPROVED _ _ M U NATIVE SOIL. * ♦ „ M U Ste. 100 Lic. #: AA - 0003590 NOTE: CONSTRUCTION JOINTS MAY BE USED CONTROL W/O BURRS @ MID -DEPTH OF SLAB @ 2' - 0" O.C. INTO FOUNDATION ♦ ♦ ` #5 12" O.C.TOP & o • ♦" #5 TIES @ "pa, �- 12 O.C.O C. FL 33602 W: www.bdgllp.com JOINT LOCATIONS ONLY, TYP. ONE N ONLY. BAR 12" O.CBE BOTT.@ _ OIL LL PERPENDICULAR TO JOINT. PERPENDICULAR #5 @ 12" O.C. TOP & 3 0 FND OR PLACEMENT, SUPPORT & I ff _ . T-10".- FOR PLACEMENT, SUPPORT & 3 0 PLACEMENT, SUPPORT & BOTT TO SECURE REINFORCEMENT 21 �I, #4 DOWEL ! @ AGAINST DISPLACEMENT SEE S1 24" O.C. TO SECURE REINFORCEMENT #4 DOWEL @ AGAINST DISPLACEMENT SEE S1 2 ` � 24" O.C. TO SECURE REINFORCEMENT - (3) #5 CONT. & SPECIFICATIONS. (ACI 315). 2'-6' @ 4A & SPECIFICATIONS. (ACI 315). AGAINST DISPLACEMENT SEE S1 TOP & BOTT. (3) #5 CONT. BARS (3) #5 CONT. BARS & SPECIFICATIONS. (ACI 315). TOP & BOTT. TOP & BOTT. 1 CONSTRUCTION JOINT DETAIL 2 CONTROL JOINT DETAIL 3 FOUNDATION AT OPENING 4 TYP. WALL FOUNDATION 5 FOUNDATION COOLER 3/4" = 1'-0" s4 3/4" = 1'-0" s4 3/4" = 1'-0" S4 3/4" = 1'-0" 3 FOR BRICK VENEER FREEZER/BEER COOLER KITCHEN BAR SEE ARCH. DWGS. UNIT WALL SIMPSON SP1 CONNECTOR NOM. 2x6's SHEATHING OR CL PROVIDE 2 ROWS 1/2"0 x1'-4" LG, SMOOTH BAR @ 16" O.C. (MAX.) AT @ 16" O.C. STUD WALL = NOM. 2x6 FRAMING SEE SHEET S6 EXTERIOR WALL GYPSUM BOARD: SEE ARCH. DWGS. CL THICKEN SLAB NOM. 2x6's TOILET DINING OIL ONE END ND ONLY. ALLLBBE HORIZONTAL UJ 0 CONT. #5 i @ 16" O.C. BRICK VENEER: AND PERPENDICULAR TO JOINT PRESSURE TREATED 2x6 PLATE: " � „� 5/8"0 ANCHOR BOLTS U.N.O. SEE PLAN REINFORCED CONIC. SLAB OVER SEE ARCH. DWGS. / /� Q v J ALIGN 5/8" OFF EDGE OF CURB '" 4" CONC. SLAB ON (7" MIN. EMBED) (3" MIN. PROJECTION) 10 MIL. VAPOR BARRIER: SEE PLAN 1/2"0 ANCHOR BOLTS PRESSURE TREATED DOUBLE 1/2"0 ANCHOR BOLTS @ 6'-0" O.C. T/SLAB EL.= CONT. #5 CONIC. RAMP: I X1,11 4" INSULATION ON @ 6'-0" O.C. (7" MIN. EMBED) 0, 5„ NOSE BAR SEE PLAN & W EXTERIOR SLAB OR FINISH ED, 4" CONIC. SLAB T/ LAB S T/SLAB EL.= (7" MIN. EMBED) BASE PLATE MIN. PROJECTION) N) (3" MIN. PROJECTION) PRESSURE TREATED DOUBLE BASE PLATE ARCH. DWGS, 8" 8" T/SLAB EL.= —� (V SEE ARCH. &CIVIL _ 0'-0" 01-01,(3" I. „ 0 Z;, � �* - TlSLA B EL.= I II 0 0 TILE FLOOR EL.= T/SLAB "' „ CLR CLR � o . - ; z ., •; ., r , , ,, d• :; aa t I, y CONIC. SLAB 0 0 T/SLAB EL.= � 100 0 5/8"0 ANCHOR BOLTS U.N.O. 7 MIN. EMBED ) i :: ., ,.x .' , ,... V' - „ ♦ OD ��� � I a , ` -0'-1 1/2" b. y , a N - 3" MIN. PROJECTION _ ♦ 00 ♦ ..._. N in LLI O a EXISTING • Z LL 3 -........ = #5 10 O.C. @ FILL/IMPROVED NATIVE SOIL - CONT. #5 EXISTING W .. #4 DOWEL °�U CLR /2' EXISTING FILL/IMPROVED `, J Q 24" O.C. C,•a - 0" U FOR PLACEMENT, SUPPORT SECURE 3" CLR 1' - 6" 2-#5 BARS CONT. Cl) - FILL/IMPROVED EXISTING NATIVE SOIL PROVIDE 1 /2"0x1'-4" LG. SMOOTH BAR W/O n/ EXISTING FILUIMPROVED SOIL NOT & TO REINFORCEMENT AGAINST SEE & #5 10" O.C. @ NATIVE SOIL 1 - 6 FILL/IMPROVED NATIVE SOIL BURRS @ MID-DEPTH/SLAB @12" O.C. W/ CONSTRUCTION JOINT: OIL ONE END ONLY. BAR SHALL BE ' L�L NATIVE SHOWN DISPLACEMENT S1 3" CLR 2-#5 BARS CONT. FOR JOINT SEALANT, HORIZONTAL AND PERPENDICULAR TO FOR CLARITY, SEE PLAN SPECIFICATIONS, (ACI 315) SEE ARCH. DWGS. JOINT (TYP. 3 SIDES @RAMP) (TYP. 4 SIDES @RAMP) Z #5@10" O.C. TOP AND BOTT OQ 6 FREEZER/BEER COOLER 3-#5 CONT. BARS T&B 7 THICKEN SLAB DETAIL 8 SECTION SLAB 9 SLAB TRANSITION DETAIL 10 CONCRETE RAMP DETAIL F— (n W a S4 3/4" _ 1'-0" s4 3/4" = 1'-0.. S4 3/4" = 1'-0" s4 3/4" = 1'-0" s4 3/4" _ 1'-0" ^.) FACE OF f IF REQUIRED, SLAB MAXIMUM 22"x6 1/2" 5 SLAB BLOCKOUT @ °L COLUMN & FOOTING EXT. COL. FILL W! S ._.... _ CONC. AFTER COL. INSTALLATION. G.C. TO 1 2 1 2 6,.x14"x1 " x ,0x,0° XI„ BASE FREEZER/BEER COOLER STEEL COLUMN; VERIFY &COORDINATE CL COLUMN & FOOTING 11 x11" 1 �� BASE �S. 4 BASE PL. SIDE SEE PLAN (4) 1 "0 THREADED (ATSM A36) ANCHORS OUTSIDE HSS 4X4 � THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY PLANS BEER COOLER/FREEZER NOM. 2x8 REDWOOD SLEEPER W/ HEX NUT &WASHER ABOVE, P LEVELING HEX NUT BELOW BASE LAND FACE 7" " `""' I I 4 1 "0 THREADED ATSM A36 ANCHORSA O ( ) BRICK CCL' HSS 5x5 9Yz x9Y' x1 3' 0 STC) PIPE CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR UNIT WALL (SHIM AS REQUIRED) OR NOM. HEAVY HEX NUT AT BOTTOM (TYP.) (8" p I W/ HEX NUT BLOCKOUT PLAN I I LEVELING HEX &WASHER ABOVE,. NUT BELOW BASE PL AND COL. - BASE IL' (3Y O.D.) j USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG CONT. #5 DWOOOD SLEEPER (RIPPED ) BASE PLATE SSEE FDN. NZ OR MIN. EMBED) (4" PROJECTION) I i HEAVY HEX NUT AT BOTTOM (TYP.) (8" s * " ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE CONC. SLAB OVER 10 I I MIN. EMBED) FOR BRICK VENEER; � (4" PROJECTION) a....,,.�•-.,, i s r". /4 SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS MIL. VAPOR BARRIER .. ' OPTIONAL COLD JOINT W! TURNDOWN •,` 4" SLAB ON 4" INSULATION ON 4" CONIC. SLAB 4" GONG. SLAB + 1" GROUT T/SLAB EL.= - PAD 0'-0" I Q SEE ARCH. DWGS. a I q STEEL COLUMN; I N EXTERIOR SLAB OR O 4" GONG FINISHED GRADE; SEE PLAN 1 d �. SLAB I /4 Lf7 1J4 - - = "-" .._ _ -- Cr 4 1`, (4) 1 "ay s.. .�_._. 1 r �. C� \ 74 _ 1/4 ...,._'•„""""•HSS 4x4 r y, ' WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF FDG ARCHITECTS; A ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT THESE PLANS FOR ANY ': ,.r _ ., _ - -. „ , , ,. - ` .,• ' . ' '� �' _ �. '' + SEE ARCH, &CIVIL I I +I U' 3” MIN. CONCRETE j""' ,,. .;.- .w - „ G VER N ! T/SLAB EL. ,. ...".'._- ,.'..'.... oo" - ANCHOR i ANCHOR ,,. BOLT ' OLTs - t ?'-,-- "' (_ -;`r.„- - N _i ( 4 1 COLV ANlCHOR r” //. } u BOLTSARCHITECTS AR TECTS SHALL AUiOMATBICALLY VOID OANOY DESIGN-RETHER THAN LATED OBLIGATIONS TIONS BDG MAY HAVE ON THE PROJECT, AND RESULT iN THE FULL AND - .. , . ,. __ ''. +Y *. >, ,..^..:." •..,...., ^-' .....,..._ ...., ,.•...._... '+' zl_ TlFTG EL. ,,...w:., ...............• . ,... ; _, . , -• - "-- : „ ..,,;,.,, +i ,. U.N.O - I - ,� _.:, .. I ,;; ., N ' $ g ., _-, '� (4) 1 rt' �; )•-. �` F -- .. .. `: ..,. - • , ...,. ...+ AI�''GH�iR COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR ,* x n -., ., •' - .. • . .. ;', .• ,,, • ., .0 „". r.. _ .:: ,, •, . '.., a c -. . _,-i4-•-- _ ti, "' d. .. . • •, _..- - r �' _ "�''. ' - 0'-8" ♦ z - '-'" _1 d : , . -' "�''. - '.. : ^> • , ,; - • T/FTG EL. _ ..I.,.. - 0 -4 ; C 11i " I''.. ' I " 1,,I!2 12 " ,b... BOLTS 1f „ „ 11 [ [ 6T 2" 11,/2„ ✓ / j 1,2 " „ 0/2" / i �' � 2. RELATED TO THE PLANS, ANY DISCREPANCIES OR CONFLICTS IN THE PLANS ARCHITECTS FOR CLARIFICATION PRIOR BO CONTINUING WITH THE WOR . FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL w '' "- � �' "' �, �� ,, C '" �"- RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH #4BAR5@ -- I � �. -_p�;- EXISTING 9 � THE DISCREPANCIES ORCONFLICTS, THE CONTRACTOR ISRESPONSIBLE ' I i. 1'-6 i 12" O.C. " ,. J M U � ,�, �.., a - <' FILL/IMPROVED 6> FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS " "'""' 61I 1 EACH WAY I Q. ' ., ° : ~, „_ �. �'•, NATIVE SOIL WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER 1 6 CONT. #5 TOP REINF. -- w a •. -. <, EXISTING FILL/IMPROVED � _ I ', 3 EXISTING w :. #4 DOWEL @ NATIVE SOIL SEE PLAN CL • + #4 BARS 12" O.C. @ EACH WAY TOP 18" O.C. (TYP.) BOTTOM NATIVE SOILED ih U REINF. SEAL REINFORCEMENT; SEE PLAN BOTTOM REINFORCEMENT;, 31I at as (1 BASE PLATE 1 BASE PLATE s ss as 6%14' BASE PLATE QY� x9Y� BASE PLATE SEE PLAN SEE PLAN GL 11 SLAB FRZ/BEER COOLER 12 FOUNDATION COL. s4 3/4" = 1'-0" 13 FOUNDATION @ WALL COL. 14 BASE PLATE DETAILS - 1 15 BASE PLATE DETAILS - 2 S4 3/4" = 1'-0" S4 3/4" = 1'-0•. s4 1 1/211 = 1'-0" s4 1 1/2" = 1'-0" 9" THICK CONC. SLAB OVER 10 MIL. VAPOR BARRIER (2)-#4 X 4'-0" LONG IN SLAB ON GRADE AT COLUMN WHERE NO PROVIDE 1/2"0 x1'-4" LG, SMOOTH BAR W/O 2'- 0" CONSTRUCTION OR CONTROL T/SLAB EL.= 8" 8" BURRS @ MID-DEPTH/SLAB @ 12" O.C. W/ OIL ONE END ONLY. BAR SHALL BE HORIZONTAL AND PERPENDICULAR TO JOINT 1/8" RADIUS, TYP. 1-#4 CONT. T&B SEE ARCDE OR PAVINGH. DWGS. SLAB REINF., JOINT OCCURS ISOLATION JOINT MATERIAL RL . HEES A CL POST C L FOOTING 100'-5" 2„- CLR TlSLAB EL.= 01-0.1 SEE PLAN w z w g � a t M BASE PLATE t M CONSTRUCTION OR CONTROL JOINTS Fl_ PE 59795 h NOV O 3 2017 ISSUE BY DATE DESCRIPTION j. SIMPSON COLUMN BASE ICBSQ66X-SDS2 Z � .,�� � OR Q j� ' pried S 3 10/16/17 CONSTRUCTION SET P.T. 6x6 #2 SYP POST W/ CEDAR TRIM. W1=6" W2=6" �r CLR crj * BASE PLATE _ _.:p t$�l le J U • CONSTRUCTION OR ' _. __.. CONTROL JOINTS COLUMN a � EXTERIOR SLAB OR C7 8.. 5'a U 1 " 1 -4"0 CONC. PIER `; FINISHED GRADE; SEE ARCH. & CIVIL 1/2" PREMOLDED FILLER i DWGS. EXISTING COLUMN NO EXCEPTIONS 17 PLATFORM SLAB FILUIMPROVED NATIVE SOIL 19 EXT. TURNDOWN C E - Z s4 3/4" = 1'-0" S4 3/4" = 1'-0" DIAMOND JOINT PINWHEEL JOINT 17HA038 PROJECT INFORMATION A♦. HEES &ASSOCIATES, INC. ♦ ♦ • EXISTING TYP 22 PINWHEEL JOINT JOB # 170018 #4 BARS ,� °.1r , ' FILUIMPROVED z N 4 - �_ �� s4 1 1/211 — 1 0 1381 Fifth Street •Sarasota, Florida 34236 DATE: 07-06-2017 , a @ NATIVE SOIL 12" O.C. y` NOM. 2x8 REDWOOD S4 Telephone: (941) 955-4555 -Fax: (941) 955-9333 EACH WAY o SLEEPER (SHIM AS Karl@heeSaSSOCIateS.00111 •WWW.heeSSSSOCIateS.001T1 BY: D.E.M. TOP REINF. ,, BEER COOLER/ REQUIRED) OR NOM. 2x10RAWN 'CONT. TRENCH (2)-#4 X 4'-0" LONG (U.N.O.) IN C.O.A.COA#27043 ♦" • - • FREEZER UNIT WALL REDWOOD SLEEPER kOOTING SLAB ON GRADE AT COLUMNees Associates, Inc. CHECKED BY: K.F.H. a (RIPPED TO FIT) WHERE NO CONSTRUCTION OR All2 rights reserved. U ih 3" I:CtLR P. /SEE PLAN (5) #5 BARS VERT. REINF. W/ #3 HORIZ. TIES @ 12" O.C. 4 SLAB ON 4" INSULATION ON 4" CONIC. SLAB 4" SLAB ON 4" INSULATION ON 4" CONIC. SLAB 2 CONTROL JOINT OCCURS - "' NOTE; DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE SHEET TITLE FOR SIZE &REINF. SEE FOUNDATION PLAN a t I ca ' g,, BUILDING USING APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL FOUNDATION DETAILS r N n , , CORNER STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED COLUMNS, OPENINGS AND TO SLAB EDGES, WALLS, DEPRESSIONS SHALL BE COORDINATED WITH THE SHEET NUMBER _ o 2'H' MIN. TYP. EA. END NOTE: BARS SHALL NOT ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE BUILDING. RESOLVE ANY DISCREPANCIES. BARS TO MATCH CONT. INTERSECT CONTROL EXISTING FILLAMPROVED NATIVE SOIL FOOTING REINF. JOINT LOCATIONS H F HE ENGINEER -OF -RECORD'S TOT E BEST O T KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE 16 FOUNDATION SECTION 18 SLAB FRZ/BEER COOL 20 TYP STP FTG DETAIL 21 ISOLATION DETAIL S4 1 1/2" = 1'-0" DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. S4 S4 3/4" = 1'-0" S4 3/4" = 1'-0" S4 3/4" = 1'-0" FOR TRUSS LEG EXTENSION REQUIREMENTS; SEE DETAILS THIS SHEET NOM. 2x6 CONT. DIAPHRAGM CHORD AROUND PERIMETER OF ROOF (FIELD INSTALLED BY G.C.) TRUSS A & 2 -PLY TRUSS A-2 1/41' = 1'-0" 36- 6 1/8" 37'- 6 3/8" 2 NOTES: SEE 13/S7 FOR CHORD SPLICE II M 1. TRUSS CONFIGURATION SHOWN IS SCHEMATIC. ACTUAL WEB MEMBERS, N Cfl I, 2 M f 2. TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE SPACE BETWEEN TRUSS WIND DATA x'- � WEB WORK POINT 0 ULTIMATE WIND SPEED = 140 mph 3. LOCATIONS AND SIZES OF DUCTWORK OPENINGS SHALL BE VERIFIED WITH TRUSS Cl) 4 -PLY 11 S5 $5 k BEARING v 4. I EL= M in TRUSS MANUFACTURER. 11'- 71/2" GIRDER 5. TRUSS A-2 TO SUPPORT BRACE REACTION 5.1 DOWNWARD LOAD 415 PLF (ASD MECHANICAL LOADS SEE SHEET S3 FOR LOCATIONS AND WEIGHTS TRUSS NOMINAL WIND). 800 LBS MAX. T-2 1/2 (NOMINAL LATERAL WALL WIND FORCE TO EA. TRUSS) TRUSS A & 2 -PLY TRUSS A-2 1/41' = 1'-0" 36- 6 1/8" 37'- 6 3/8" - 0 1A8.;- j'- PROVIDE 16"0 OPENING IN TRUSS FOR 16"0 RETURN DUCTWORK TRUSS INFORMATION 2 NOTES: II 1. TRUSS CONFIGURATION SHOWN IS SCHEMATIC. ACTUAL WEB MEMBERS, LIVE LOAD 20 p.s.f. I, 2 SNOW LOAD f 2. TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE SPACE BETWEEN TRUSS WIND DATA x'- � MEMBER FOR DUCTWORK AND FITTING. 1/2" ULTIMATE WIND SPEED = 140 mph 3. LOCATIONS AND SIZES OF DUCTWORK OPENINGS SHALL BE VERIFIED WITH ( 10 126 � 3 -PLY Cl) 4 -PLY 11 S5 $5 MECHANICAL DWGS PARAPET WIND LOADS 105.9 p.s.f. FOR ELEVATION 5 22'-2" 4. I (ULTIMATE PRESSURE) 108.2 p.s.f. FOR ELEVATION 5 26'-7" in TRUSS MANUFACTURER. - 0 1A8.;- j'- PROVIDE 16"0 OPENING IN TRUSS FOR 16"0 RETURN DUCTWORK TRUSS INFORMATION (SEE SHEET S1 FOR ADDITIONAL TRUSS NOTES) NOTES: II 1. TRUSS CONFIGURATION SHOWN IS SCHEMATIC. ACTUAL WEB MEMBERS, LIVE LOAD 20 p.s.f. SEE ROOF DETAILS SPACING, ETC. SHALL BE DETERMINED BYT THE TRUSS MANUFACTURER. SNOW LOAD 0 p.s.f. 2. TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE SPACE BETWEEN TRUSS WIND DATA ASCE7-10 - EXPOSURE C MEMBER FOR DUCTWORK AND FITTING. 1/2" ULTIMATE WIND SPEED = 140 mph 3. LOCATIONS AND SIZES OF DUCTWORK OPENINGS SHALL BE VERIFIED WITH ( 10 126 � 3 -PLY NOMINAL WIND SPEED = 108 mph 4 -PLY 11 S5 $5 MECHANICAL DWGS PARAPET WIND LOADS 105.9 p.s.f. FOR ELEVATION 5 22'-2" 4. FOR TRUSS BRACING SEE NOTES ON S1. PERMANENT TRUSS BRACING BY (ULTIMATE PRESSURE) 108.2 p.s.f. FOR ELEVATION 5 26'-7" TRUSS TRUSS MANUFACTURER. GIRDER 5. TRUSS A-2 TO SUPPORT BRACE REACTION 5.1 DOWNWARD LOAD 415 PLF (ASD MECHANICAL LOADS SEE SHEET S3 FOR LOCATIONS AND WEIGHTS TRUSS NOMINAL WIND). 6. 7. FOR DRAG STRUT FORCES ON WOOD TRUSSES. SEE SHEET S3. DRAG LOAD SHALL BE DISSIPATED THROUGH TRUSS TOP CHORD INTO ROOF HSS 5x5 STEEL COL SEE SHEET S3 FOR ALL ADDITIONAL LOADING ON TRUSSES HSS 5x5 STEEL COL DIAPHRAGM. (HOODS, HVAC UNITS, ETC.) r I NOTE TRUSS MANUFACTURER SHALL DESIGN TRUSS TO, PROVIDE 29"x21 (MIN.) OPENING FOR 26"x18" DUCT FOR TRUSS LEG EXTENSION — REQUIREMENTS; SEE DETAILS THIS SHEET. NOM. 2x6 CONT. DIAPHRAGM CHORD AROUND PERIMETER OF ROOF (FIELD INSTALLED BY G.C.) SEE 13/S7 FOR CHORD SPLICE TRUSS WEB WORK POINT — 35'- 1 1/8" PROVIDE 20"0 OPENING PROVIDE 15"0 OPENING IN TRUSS FOR, 20"0 IN TRUSS FOR 12"0 RETURN DUCTWORK RETURN DUCTWORK �2� TRUSS B !�) 1/4" = 1'-0" I I _V 4 TRUSS D - TOWER ROOF S5 1/4" = 1'-0" 30"x18" OR 20"x14" DUCT BELOW: SEE MECHANICAL DWGS 1 ui w o U I; 2'1 - ? w CR III - LO U) I � � � � r MAX. 3'-4" ' i I I I TRUSS BEARING EL = 112'-7112" 12'- 2 7/8" 10'- 6 3/4" 10'- 6 7/8" Lc - z si4 5'- 10 3/4"6'- 4 1/8" 8' - 1 1/8" 4' 11'- 11 3/8" 5"1 17' 7" 5"j.11'- 113/8" 4' 14'- 5 1/4' 5'- 10 3/4" W14 BEAM W14 BEAM W14 BEAM W14 BEAM W14 BEAM �r 12 12 M 5.05 �.. a �:�}5.05 I N �4-PLY S5 10 12B 10 S5 10 12B 10 12A GIRDER S5 S5 S5 S5 GIRDER IL 3-PLYS5 S5 GIRDER TRUSS 3 -PLY TRUSS TRUSS GIRDER MITER BEAM TO FOLLOW TRUSS 9 9 9 ROOF LINE. PROVIDE FULL HSS5x5 COL HSS5x5 COL MITER BEAM FOLLOW S5 PENETRATION WELD ALL ROOF LINE. PROVIDE FULL PENETRATION LD ALL AROUND @ MITER AROUND @ M TER M O VERIFY BEAM SLOPE TO VERIFY BEAM SLOPE TO MATCH ROOF SLOPE W/ MATCH ROOF SLOPE W/ ARCH DWGS. ARCH DWGS. 20'- 0" 4' 11'- 113/8" 5" 1 T - 7" 5' 11'- 11 3/8" 4' 20'- 0" 4' 83'- 7 5/8" (P_fR AME @ '1' J/ /4" _ 1'-0" I 12'- 2 7/8" 10'- 6 3/4" 12'-5" BEAM 17' - 9" 13'- 7 1/4" W 14 BEAM W14 BEAM 10'- 6 7/8" %Aron wenn I 12'- 2 3/4" VV14 btAM 04 II W14 1 SEE ROOF DETAILS PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. FOR WELDED STUDS 1/2" 12A 10 12B 10 ( 10 126 � 3 -PLY I 10 12A �L 4 -PLY 11 S5 4 -PLY 11 S5 $5 S5 S5 W BEAM: S5 S5 GIRDER S5 GIRDER S5 GIRDER S5 TRUSS 3 -PLY W BEAM J TRUSS TRUSS GIRDER TRUSS mm --- HSS 4x4 STEEL COL HSS 5x5 STEEL COL HSS 5x5 STEEL COL HSS 5x5 STEEL COL HSS 5x5 STEEL COL VERIFY BEAM SLOPE TO 0 r I MATCH ROOF SLOPE W/ ARCH DWGS. 18'- 11 1/2" (VR AME '2'J/ /4" _ 1'-0" 12'-5" 3/16 3/16 1/2" BEARING PLTO MATCH FLANGE 8' WIDTH + 1/2" HSS COL. SEE PLAN 9 END COL. DETAIL S5 1 1/2" = 1,_0" 10 BEAM SHEAR CONNECTION s5 1 1/2" = 1'-0" 1T-9" 13'-71/4" 83'- 7 5/8" '(" NOTE: SEE ROOF DETAILS FOR WELDED STUD W BEAM: TOP/SIDE OF BM T/BEAM SEE PLAN EL.= 112'-4 1/2.. /2" 3/16 3/1..,,_. 6 a 2-3/4'0 A325 BOLTS 3116 I d 1(51"X7" CAP PL HSS COL. I (' WIDTH TO MATCH SEE PLAN I I BEAM FLANGE +1/2" I I 11 BEAM @ END COL. s5 1 1/2" = 1'-0" lt$' - t- -4 PLY GIRDER TRUSS @ 12A/S5 -3 PLY GIRDER TRUSS @ 12B/S5 - 2-2x6 NAILER W/ 5/*Ox4" LG THREADED WELDED STUDS @ 16" OC @ DL BEAM —� NOTE: TRUSS MANUFACTURER SHALL DESIGN TRUSS TO PROVIDE 29"x21" (MIN.) OPENING FOR 26"x18" DUCT HSS 4x4 STEEL COL (TYP. UNO) HSS 4x4 STEEL COL (TYP. UNO) L GIRDER TRUSS GIRDER TRUSS B/ CHORD SIMPSON LGT4-SDS3 @ 4 PLY TRUSS T SIMPSON LGT3-2DS2.5r,' # 3 PLY TRUSS I a fl 0 3" a O - ih 4x12 x 18" LG SOLID BLOCK (RIPPED) W BEAM (FACE FLUSH W/ TIP OF FLANGE W/ (4) 3/4"0 THREADED STUDS WELDED TO SEE PLAN STEEL BEAM 12A TRUSS CONNECTION S5 1 1/2" = 1'-0" FOR TRUSS LEG EXTENSION REQUIREMENTS; SEE DETAILS THIS SHEET NOM. 2x6 CONT. DIAPHRAGM CHORD AROUND PERIMETER OF ROOF (FIELD INSTALLED BY G.C.) SEE 13/S7 FOR CHORD SPLICE 35'- 61 /2" 3 TRUSS C S5 1/411 = 1'-0" %3 BLOCKED DIAPHRAGM �. -10d NAILS @ 4" O.C. @ BOUNDARY - 10d NAILS @ 6" O.C. @ PANEL EDGES & 10d NAILS @ 12" O.C. @ INTERMEDIATE SUPPORTS - UNBLOCKED DIAPHRAGM -10d NAILS @ 6" O.C. @ BOUNDARY - 10d NAILS @ 6" O.C. @ PANEL EDGES & 10d NAILS @ 12" O.C. @ INTERMEDIATE SUPPORTS 30"X18" OR 20"x14" DUCT BELOW: SEE MECHANICAL DWGS. 1 ,1 tib d in 00 00 DOUBLE STUD BY TRUSS 9 SUPPLIER architectsM TRUSS BEARING EL= 100 S. Ashley Dr., P: 813 - 323 - 9233 12'- 71/2" Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com I e I 3/4" T&G APA RATED SHEATHING W/ PANEL SPAN RATING=48/24 ATTACH TO FRAMING MEMBERS W/ 1 Od NAILS (SEE S1 FOR ADD'L INFO) LOCATE PANEL EDGES @ °L OF FRAMING 81-11, 6 9 7 3" 7 5 8 0L8' -0"1L81_0..7 10' 10" o Q 5 55 4" 6 7 r6 1 0 8 0 8 0 8 0 8 0 6 8 8 0" 8' 0' 4 0" iv L LJ �`.. I _ �,., m ....... ...........�. ,.....::: 0 UUM UU m 0 �. .-' ......1�. _..iu .. ly ( �^ L.L y 1 1 tI k xI w0 .w. _:�.._..1.., .. �,... Z LL N w CL v o a .. ,. (. ... UJ Z O i j 6-514" /! 5 4 5/8' U j LL 4< Z QQ W 6'_1"6'_8" 6'-8" 6'-8" 8'_0" 8'-0" 8'-1" r 10" 1 1 4'-8" 3/4" T&G APA RATED SHEATHING W/ PANEL SPAN RATING=48/24 ATTACH TO FRAMING MEMBERS W/ 10d NAILS (SEE S1 FOR ADD'L INFO) LOCATE PANEL EDGES @ DL OF FRAMING THESE DRAWINGS AND PLANS; ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER Y OF BDG 7 PLYWOOD SPACING DIAGRAM „PLANSECTS,A DMAYNOTBERE SOLE AND PRODUCED, PUBLISHED, ETARY MODIFIED ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG S5 1 " — 2O' -O" ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG v ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND RELEASECOMPLETE OFBDG ARCHITECTS FROM DAMAGES INCLUDING A ERRORS AND OMISSIONS A RISING OUT OFNY LIABILITY, AOR ORS, RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS 4 SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION L PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL 2x TRUSS RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH 1 1 /2" VERTICAL LEG USE THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS CV MIN, DFL STUD OR WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER \F� . SYP STUD GRADE ,o..,«,.,—TW� a MIN. (6)8d COMMON NAILS SEAL 0 2-2xTRUSS VERTICAL iv N LEG NOTE ONE ON C EACH SIDE USE MIN. N C DFL#2 OR SYP#2 GRADE MIN. (4)8d j COMMON NAILS � 8d COMMON j NAILS @6" — — — — —— O.C. 4--___ z 8d COMMON \\\\ U NAILS @6"O.C. \ \ w 2-8d COMMON NAILS EXTEND 2X SCAB TO EXTEND 22-Sd COMMOIN NAILS 10 r r 1 PASS TRUSS PLATE - 2X SCAB I i CONNECTOR DO NOT K R F. EES BEARING _ _ _ _ _ _ _ _ _ _ _ DAMAGE TRUSS PLATE FL PE 59795 PLATES _ _ _ _ _ _ _ _ NOV 0 3 2017 TRUSS BY OTHERS I TRUSS BY ISSUE I BY DATE DESCRIPTION SEE PLAN OTHERS SECTION A -A SECTION B -B SEE PLAN 12 TRUSS EXTENSION DETAILS S5 3/8" = 1'-0" TRUSSEXTENSION SCHEDULElihL u - 17HAO38 TRUSSA 2x8 TRUSS EXTENSION HEES & ASSOCIATES, INC. TRUSS B 2x8 TRUSS EXTENSION 1381 Fifth Street -Sarasota, Florida 34236 TRUSS C 2x8 TRUSS EXTENSION Telephone: (941) 955-4555 -Fax: (941) 955-9333 - kart@heesassociates.com •www.heesassociates.com TRUSS EXTENSION SHALL MATCH TRUSS VERTICAL LEG. C.O.A. #27043 G.C.TO COORDINATE & VERIFY I © 2017 - Hees & Associates, Inc. W/ TRUSS MFCR. All rights reserved. NOTE: SEE ROOF DETAILS PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. FOR WELDED STUDS 1/2" TOP/SIDE OF BM CAP PL T/BEAM EL.= 3" 1 1/2" I 109'-10 3/4" �'� W BEAM: W BEAM J SEE PLAN mm --- 5/16" ANCHOR PL ONE SIDE OF BEAM 0 I I I I I I 0 r I WEB NOTCH COL. ( 2-3/4"0 A325 BOLTS 0, _ 3-3/4" f0 0 I I 0 _ I BOLTS I I I 3/16 3/16 1/2" BEARING PLTO MATCH FLANGE 8' WIDTH + 1/2" HSS COL. SEE PLAN 9 END COL. DETAIL S5 1 1/2" = 1,_0" 10 BEAM SHEAR CONNECTION s5 1 1/2" = 1'-0" 1T-9" 13'-71/4" 83'- 7 5/8" '(" NOTE: SEE ROOF DETAILS FOR WELDED STUD W BEAM: TOP/SIDE OF BM T/BEAM SEE PLAN EL.= 112'-4 1/2.. /2" 3/16 3/1..,,_. 6 a 2-3/4'0 A325 BOLTS 3116 I d 1(51"X7" CAP PL HSS COL. I (' WIDTH TO MATCH SEE PLAN I I BEAM FLANGE +1/2" I I 11 BEAM @ END COL. s5 1 1/2" = 1'-0" lt$' - t- -4 PLY GIRDER TRUSS @ 12A/S5 -3 PLY GIRDER TRUSS @ 12B/S5 - 2-2x6 NAILER W/ 5/*Ox4" LG THREADED WELDED STUDS @ 16" OC @ DL BEAM —� NOTE: TRUSS MANUFACTURER SHALL DESIGN TRUSS TO PROVIDE 29"x21" (MIN.) OPENING FOR 26"x18" DUCT HSS 4x4 STEEL COL (TYP. UNO) HSS 4x4 STEEL COL (TYP. UNO) L GIRDER TRUSS GIRDER TRUSS B/ CHORD SIMPSON LGT4-SDS3 @ 4 PLY TRUSS T SIMPSON LGT3-2DS2.5r,' # 3 PLY TRUSS I a fl 0 3" a O - ih 4x12 x 18" LG SOLID BLOCK (RIPPED) W BEAM (FACE FLUSH W/ TIP OF FLANGE W/ (4) 3/4"0 THREADED STUDS WELDED TO SEE PLAN STEEL BEAM 12A TRUSS CONNECTION S5 1 1/2" = 1'-0" FOR TRUSS LEG EXTENSION REQUIREMENTS; SEE DETAILS THIS SHEET NOM. 2x6 CONT. DIAPHRAGM CHORD AROUND PERIMETER OF ROOF (FIELD INSTALLED BY G.C.) SEE 13/S7 FOR CHORD SPLICE 35'- 61 /2" 3 TRUSS C S5 1/411 = 1'-0" %3 BLOCKED DIAPHRAGM �. -10d NAILS @ 4" O.C. @ BOUNDARY - 10d NAILS @ 6" O.C. @ PANEL EDGES & 10d NAILS @ 12" O.C. @ INTERMEDIATE SUPPORTS - UNBLOCKED DIAPHRAGM -10d NAILS @ 6" O.C. @ BOUNDARY - 10d NAILS @ 6" O.C. @ PANEL EDGES & 10d NAILS @ 12" O.C. @ INTERMEDIATE SUPPORTS 30"X18" OR 20"x14" DUCT BELOW: SEE MECHANICAL DWGS. 1 ,1 tib d in 00 00 DOUBLE STUD BY TRUSS 9 SUPPLIER architectsM TRUSS BEARING EL= 100 S. Ashley Dr., P: 813 - 323 - 9233 12'- 71/2" Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com I e I 3/4" T&G APA RATED SHEATHING W/ PANEL SPAN RATING=48/24 ATTACH TO FRAMING MEMBERS W/ 1 Od NAILS (SEE S1 FOR ADD'L INFO) LOCATE PANEL EDGES @ °L OF FRAMING 81-11, 6 9 7 3" 7 5 8 0L8' -0"1L81_0..7 10' 10" o Q 5 55 4" 6 7 r6 1 0 8 0 8 0 8 0 8 0 6 8 8 0" 8' 0' 4 0" iv L LJ �`.. I _ �,., m ....... ...........�. ,.....::: 0 UUM UU m 0 �. .-' ......1�. _..iu .. ly ( �^ L.L y 1 1 tI k xI w0 .w. _:�.._..1.., .. �,... Z LL N w CL v o a .. ,. (. ... UJ Z O i j 6-514" /! 5 4 5/8' U j LL 4< Z QQ W 6'_1"6'_8" 6'-8" 6'-8" 8'_0" 8'-0" 8'-1" r 10" 1 1 4'-8" 3/4" T&G APA RATED SHEATHING W/ PANEL SPAN RATING=48/24 ATTACH TO FRAMING MEMBERS W/ 10d NAILS (SEE S1 FOR ADD'L INFO) LOCATE PANEL EDGES @ DL OF FRAMING THESE DRAWINGS AND PLANS; ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER Y OF BDG 7 PLYWOOD SPACING DIAGRAM „PLANSECTS,A DMAYNOTBERE SOLE AND PRODUCED, PUBLISHED, ETARY MODIFIED ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG S5 1 " — 2O' -O" ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG v ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND RELEASECOMPLETE OFBDG ARCHITECTS FROM DAMAGES INCLUDING A ERRORS AND OMISSIONS A RISING OUT OFNY LIABILITY, AOR ORS, RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS 4 SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION L PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL 2x TRUSS RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH 1 1 /2" VERTICAL LEG USE THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS CV MIN, DFL STUD OR WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER \F� . SYP STUD GRADE ,o..,«,.,—TW� a MIN. (6)8d COMMON NAILS SEAL 0 2-2xTRUSS VERTICAL iv N LEG NOTE ONE ON C EACH SIDE USE MIN. N C DFL#2 OR SYP#2 GRADE MIN. (4)8d j COMMON NAILS � 8d COMMON j NAILS @6" — — — — —— O.C. 4--___ z 8d COMMON \\\\ U NAILS @6"O.C. \ \ w 2-8d COMMON NAILS EXTEND 2X SCAB TO EXTEND 22-Sd COMMOIN NAILS 10 r r 1 PASS TRUSS PLATE - 2X SCAB I i CONNECTOR DO NOT K R F. EES BEARING _ _ _ _ _ _ _ _ _ _ _ DAMAGE TRUSS PLATE FL PE 59795 PLATES _ _ _ _ _ _ _ _ NOV 0 3 2017 TRUSS BY OTHERS I TRUSS BY ISSUE I BY DATE DESCRIPTION SEE PLAN OTHERS SECTION A -A SECTION B -B SEE PLAN 12 TRUSS EXTENSION DETAILS S5 3/8" = 1'-0" TRUSSEXTENSION SCHEDULElihL u - 17HAO38 TRUSSA 2x8 TRUSS EXTENSION HEES & ASSOCIATES, INC. TRUSS B 2x8 TRUSS EXTENSION 1381 Fifth Street -Sarasota, Florida 34236 TRUSS C 2x8 TRUSS EXTENSION Telephone: (941) 955-4555 -Fax: (941) 955-9333 - kart@heesassociates.com •www.heesassociates.com TRUSS EXTENSION SHALL MATCH TRUSS VERTICAL LEG. C.O.A. #27043 G.C.TO COORDINATE & VERIFY I © 2017 - Hees & Associates, Inc. W/ TRUSS MFCR. All rights reserved. PROJECT INFORMATION JOB # 170018 DATE: 07-06-2017 DRAWN BY: D.E.M. CHECKED BY: K.F.H. NOTE: SHEET TITLE DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE ROOF FRAMING n M ' V n I A' BUILDING USING APPLICABLE CONTRACT DRAWINGS, r r fV' V © fed S"►►BUILDING DIMENSIONS AND THE a�i9 STRUCTURAL ELEMENTS INCLUDING BUITT NOT LIMITED DETAILS � TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND 10 DEPRESSIONS SHALL BE COORDINATED WITH THE V(JSB *4 ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE SHEET NUMBER * BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE C DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE S5 APPLICABLE MINIMUM BUILDING CODES. 7 1/2" 51 1� BUILD UP: G.C. TO COORDINATE 58 58 FOR STRAP DETAIL SEE 12/S7 ° v v v v v v v v v B dl #2 SYP STUD (U N O ) SAMISEN LSTA18 TOP AND d' 2x6 @ 16 O.C. EA SIDE BOTT Y LL 5C C7 a a v 2x6 @ 16' O.C. W CK � 2x6 @ 16' O.C. M > Q ❑ 2x6@16'OC I ZONE A WO z LL ZONE B o SIMPSON A35 @ EA 2x6 @ 3'-0" W Z 2x6 @ 16 O C ZONE A' END: SEE 5/S7 (TYP) `v ZONE B _ ._..._,__� 2x6 @ 16" O.C. x W MAX 2x6 @ 16" O.C. 6/S6 HDU8,TYP (SYP #2) 7/S6 2x6@16 0C I _ r SIMPSON AC6(MAX) 8/S6 2x6@16 OC 9/S6 2x6 @ 16" O.C, NOTE: SHEET S6 CORRESPONDS TO SYP. W/ (14)16d INTO BEAM & (14)16d INTO POST U) ao ti ❑ 17 J it ih U 71/2"' a 1/ 41/2' 6'-63/4" 7'-8" 6'-05/8" SHEARWALL SW2 SHEARWALL SW2 20'- 3 3/8" 4 FRONT WALL ELEVATION 1 (SHEAR WALL 1/4" = 1'-0" 1 TYP THIS 15 3 WALLS7 S8 SIMPSON CS22 (CONT. NO SPLICES) W/ 8d @'I4" 38 INDICATES RAFTER ABOVE O.C. PROVIDE 2x BLOCKING BETWEEN STUDS @ STRAP v v a v a v a v a v a v v All 11 J U- z Q o o Z SIMPSON A35 0 @ EA END 0) SEE 5/S7 (TYP) O U m N HDU 8, TYP N N IL I -1 M T/SLAB=T/FND "' I I EL. = 100'-5" 1 3'-4" T-8" 6' .81/2 T-8" 6'-81/2" T 8"' 3'-4" SHEARWALL 6W1 43'-1SHEAR WALL SW1 " 4A 5/8" PLYWOOD SHEATHING � s4 / l FRONT WALL ELEVATION 2 (SHEAR WALL) 13 ZONE B 1/411 = 1'-0" 3A 1 0 Iv v v v v a v v J W LL I Z Lu � � I � ❑ I a 0 O I CJ I HDU 8, TYP I I l 6'-05/8" 71/2' T-8" 6-63/4' SHEARWALL SW2 20'- 3 3/8" SHEARWALL SW2 D_/8 - PLYWOOD SHEATHING 1 3� FRONT WALL ELEVATION 3 (SHEAR WALL) S8 1/4" = 1'-0" 4'- 4" 12 S8 3 S4 14 S7 ,� TYP @ } HEADER + 11 NOTE: COORDINATE STARTING POINT 58 FOR WOOD STUDS WITH TRUSS PLAN ON SHEET S3 HDU8 TYP. N 17 74�4.. 3 4 6 S4 S4 @ FREEZER S4 09 - 4 J/Y 82'- 10" SHEARWALL SW1 REAR SInE WALL ELEVATION (SHEAR WAL 1/4" = 1'—D" INDICATES TRUSSES ABOVE: ALIGN STUDS UNDER TRUSSES SEE PLAN FOR TRUSS LOCATIONS 5 S4 5/8" PLYWOOD SHEATHING is COOLER III (3)2x10 W/ 2X6 o #2 SYP STUD (U N O ) SAMISEN LSTA18 TOP AND d' 2x6 @ 16 O.C. EA SIDE BOTT Y LL 5C C7 a a v 2x6 @ 16' O.C. W CK 2x6 @ 16' O.C. M > Q ❑ 2x6@16'OC I ZONE A WO z LL ZONE B U 2x6 @ 3'-0" W Z 2x6 @ 16 O C ZONE A' - — - ZONE B _ ._..._,__� 2x6 @ 16" O.C. x W MAX 2x6 @ 16" O.C. 6/S6 (SYP #2) 7/S6 2x6@16 0C I _ r SIMPSON AC6(MAX) 8/S6 2x6@16 OC 9/S6 2x6 @ 16" O.C, NOTE: SHEET S6 CORRESPONDS TO SYP. W/ (14)16d INTO BEAM & (14)16d INTO POST U) ❑ J U 6x6 WOOD POST �" Q N h Lu 5 1/2" Z - 10 1/2" J'- 4" L I _z) 7 )�I/DT�LL ELEVATION 7 WOOD STUD FRAMING SCHEDULE DETAIL o #2 SYP STUD (U N O ) 1/S6 2x6 @ 16 O.C. W fig 2/S6 2x6 @ 16' O.C. 3/S6 2x6 @ 16' O.C. 4/S6 Nm 2x6@16'OC I ZONE A WO z LL ZONE B U 2x6 @ 5/"S W Z 2x6 @ 16 O C ZONE A' - — - ZONE B _ ._..._,__� 2x6 @ 16" O.C. x W o 2x6 @ 16" O.C. 6/S6 (SYP #2) 7/S6 2x6@16 0C I _ r 8/S6 2x6@16 OC 9/S6 2x6 @ 16" O.C, NOTE: SHEET S6 CORRESPONDS TO SYP. CONTRACTOR TO COORDINATE AS REQUIRED FOR DF. D, SIMPSON CC66 POST CAP RIDGE POST, r» SEE PLAN SIMPSON --� LSTA18 STRAP o EA SIDE J s 7 W -t_— 3/4" 6 3/4" 2' - 10 1 /4" 6' - 6" 2'- 10 1/4" 12'- 2 1/2" LEFT SIDE WALL ELEVATION J 1/4" = 1'-0" 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com W o U/ Q W fig O cir) _ O Q Q Nm Q Q O WO z LL CL U W Z mooN/ O z U) W o Iffff- O T_ DOUBLE FULL HEIGHT SEE PLAN AND SCHEDULE SAMISEN LSTA18 FOR HEADER (3)2x10 W/ 2X6 EA SIDE STUDS U.N.O TOP AND BOTT a a THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY EXTERIOR WALL CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER FOR JAMB @ "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG T- 0" I FRAMING, SEE 14/S7 ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR I USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG SAMISEN AC6 I DOUBLE JACK STUDS ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE Of THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT (MAX) W/ (14) I BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS 16d INTO BEAM WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, & (14)16d INTO I REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL �/P JAMB FRAMING /� pING �'+ OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS POST ( - WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY 10 TYP N CHANGE IN THE SCOPE, DESIGN, OR INTENT THESE PLANS FOR ANY S6 N.T.S. REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE V N THE ARCHITECTS MAY HAVE O O BDG 6x6 WOOD I DAMAGES INCLUDING ERRORS AND OMISSIONS A OMISSIONSRISING OUT OFAOR ORS, POST I RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION - 2X6 STUD PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL 2x TRUSS TEP RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH 2X6 CHORD DEPTH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE I FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS SAMISEN CMST12 WORK AND ALL WORK PERFORMED^ BY SUBCONTRACTORS OR OTHER 1' - 5" 3'- 4" 2' 10 112" END 5 1/2' r 5 112" (3)2x W/ 1/2" CONT. SEAL T- 7 1/2" PLYWOOD SPACER 4x6 W/ (2)1 Od �r TOE NAILS EA END 9 SIDE WALL ELEVATION 9 11 HEADER DETAIL 12 DETAIL 36 1/4" = 1'-0" S6 N.T.S. S6 N.T.S. 3/8" WOOD FRAMED SHEAR WALL SCHEDULE WALL U PLYWOOD BLKG. FASTENER FASTENER SPACING" PLATE SHEATHING PANEL INTERMEDIATE ATTACHMENT &A. MARK 1( REQ'D SIZE ,. I O C ANCHOR FL PE 59795 1 SIDE U N O) EDGE SUPPORTS TO CONCRETE SW1 15/8" PLYWOOD YES 10d NAILS NAILS @ 6 NAILS @ 12 NOV O 3 20I7 BOLTS @ 24" O.C. 5/8"0 ANCHOR SW2 n5/8" PLYWOOD YES 10d NAILS NAILS @ 4" NAILS @ 8" BOLTS @ 24" O.C. ISSUEJ BY DATE DESCRIPTION 5/8 0 ANCHOR SW3 ;5/8" PLYWOOD YES 10d NAILS NAILS @ 4'" NAILS @ 8 I BOLTS @ 24 O C #10 SCREWS SCREWS 5/8"0 ANCHOR oSW4 STRUCTURAL YES SCREWS @ 4" @ 8" ! BOLTS @ 24" O.C. I 1. 5/8" APA RATED SHEATHING SHALL BE EXPOSURE 1, SPAN RATING 32/16. 2. BLOCKING IS REQUIRED AT EDGES OF SHEATHING AND IT SHALL BE AT LEAST AS WIDE AS THE STUDS AND INSTALLED AT ALL PANEL EDGES. I 3. 10d NAILS SHALL BE MINIMUM OF 3" LONG AND PENETRATE A MINIMUM OF 2" INTO FRAMING. 4. RESILIENT CHANNELS (R/C) SHALL NOT BE USED BETWEEN SPECIFIED SHEATHING AND STUDS AT SHEAR WALLS. 5. PLATE NAILING APPLIES AT TOP PLATES, TOE NAILING MAY BE USED AT BOTTOM PLATES. li617HAO38 6, ANCHOR BOLTS SHALL HAVE A MINIMUM OF 7" EMBEDMENT LENGTH INTO PROJECT INFORMATION CONCRETE. I 7. PROVIDE 3"x3"x0.229" PLATE WASHERS BETWEEN SILL PLATE & ANCHOR BOLT HEES & ASSOCIATES, INC. NUT AT SHEAR WALLS. 1381 Fifth Street -Sarasota, Florida 34236 JOB # 170018 8. USE COLD FORMED BLOCKING 60OS37-43 Telephone: (941) 955-4555 -Fax: (941) 955-9333 DATE: 07-06-2017 9. #8, FLAT -HEAD SELF -DRILLING TAPPING SCREWS WITH MINIMUM HEAD karl@heesassociates.com •www. heesassociates. com DIAMETER OF 0.285" C.O.A. #27043 DRAWN ~ WALL FRAMING ELEVATION NOTES: © 2017 - Hees & Associates, Inc. CHECKEDD BY: K.F.H. D.E.M. 1. FOR NAILING DIAGRAM AT SHEAR WALL: SEE DETAIL 2/S7 All rights reserved. 2. FOR BOTTOM PLATE SPLICE DETAIL: SEE 3/S7 SHEET TITLE 3. FOR TOP PLATE SPLICE DETAIL: SEE 4/S7 NOTE: 4. FOR HOLDDOWN TO FOUNDATION DETAIL & SCHEDULE: SEE 5 & 6/S7 5. FOR BUILT UP COLUMN DETAIL: SEE 9/S7 DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE FRAMING BUILDING USING APPLICABLE CONTRACT DRAWINGS, ON OF ALL 'oed S'n,j STRUCTURAL EBUILDING LEMENTS TSIONS S INCLUDING BUD THE ITT NOT LIMITED ELEVATIONS 7h/4" r" I TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND 5 1/2" DEPRESSIONS SHALL BE COORDINATED WITH THE "% ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE SHEET NUMBER * BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE C DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE S6 APPLICABLE MINIMUM BUILDING CODES. (2) 2x CONT. TOP PLATE @ 4" MIN. RAFTER/TRUSS BEARING. 2X CONT. 12" MAX SEE P CAST-IN-PLACE ANCHORS: a o o a a a o BOTTOM PLATE (TYP.) SEE PLAN 0 00 a 0 0 a 0 0 0 a a 0 0 a a 0 a o 0 a a CENTER SPLICE OVER 2x - a o 0 0 0 a o a 0 0 o n a a o 0 n o a a o 0 STUD RE: FRAMING PLAN ROOF TRUSSES, TYP. a o 0 0 0 0 a o a o aoaao D o n a a o a a o FOR SIZE &SPACING FOR BOUNDARY NAILING ° ° STUDS. INTO TOP PLATE U.N.O. ° a a o 2x BLOCKING @ ALL ! N 1/4 (12) 10d NAILS b a a ° ° SHEET EDGES 1 12 NAILS @ 3" O.C. T 3" 12 NAILS @ 3" O.C. AT EACH SIDE a BETWEEN STUDS. OF SPLICE. a ° PANEL EDGE NAILING CONC. FND. 0 0 O O b O o a 0 0 a o a o a ELEVATION a 00 O O b a a a °° ° o o a a a o 0 a 0 0 0 0 a'a p a a a n 0 a a o a o a a a o a o a BOTTOM PLATE SPLICE MAX. ANCHOR SPACING: o 0 0 0 0 n a 0 0 a a a 0 a' a a o a o 0 o a a 0 0 n 0 0 a 0© 0 p a ° a a a n o' SEE PLAN (TYP.) DO NOT SPLICE MORE THAN ONE 0 0 0 a °° 0 0 a' INTERMEDIATE SUPPORT a ELEVATION 2x TOP PLATE IN 4'-0" LENGTH. 0 0 a a NAILING (TYP,) W 10d @PANEL EDGE NAILING 0 a 0 a ° w Xs q a a a p a a . do o a (E.N.) a 0 APPLY PANELS IN a 0 0 a ao a o a 4" MIN. - SHEETS W/ STAGGERED a 0 q o CAST-IN-PLACE ANCHORS: Q ° a �; a ° a a 12" MAX. 100 S. Ashley Dr., P: 813 - 323 - 9233 a END JOINTS AS SHOWN SEE PLAN 0 o a 0 o a s (TYP.) w - ... _ a a a a a a a a o a 0 0 a 0 o a a o a a o o a 0 a a a !� ....� ,,,. _ s,- ..:... •:° ,.. .,.A}- _ ,.; -- .,,, _ ,- _ ._ .,,., ., .,_ _ ;,- - _ .., ;- _ -, i Ste'. 100 Lic. #: AA - 0003590 . o . a 0 a o 0 0 a O 0 a 0 0 0 g a a a a o a a a a 0 c 0 0 0 0 0 PLAN '�' - �' a - �- - - -� - - -� - - - �' � - - - - Tampa, FL 33602 W: www.bdgilp.com SEE BLOCKED o ....... ..... . a a a a a . o a . ba . . . o a o 2x STUD FRAMING NOTES: w DIAPHRAGM n o 0 o a DIAGRAM ON o 0 1. INSTALLATION OF CAST-IN-PLACE ANCHORS SHALL BE PER PLAN MANUFACTURER'S INSTRUCTIONS. 10d NAILS FIELD 10d @ DIAPHRAGM S5 FOR NAIL 0 © 0 0 0 0 0 o P.T. BOTTOM PLATE 2, THERE SHALL BE A MINIMUM OF TWO (2) BOLTS OR ANCHOR NAILING (F.N.) BOUNDARY NAILING (B.N.) SPACING PANEL EDGE NAILINGO a STRAPS PER PIECE OF FOUNDATION PLATE. 00 0 0 0 0 0 0 0 SHEAR WALL HOLDOWN: 0,0 SEE PLAN & SCEDULE. PROVIDE 3"XTx.229" PLATE a a o 0 0 0 0 0 0 0 0 0 0 0 a 0 a a 0 WASHERS BETWEEN SILL PLATE & NUT AT SHEAR WALLS ANCHORS: FOR SIZE &SPACING SEE PLAN. 1 NAILING DIAGRAM ROOF 2 NAILING DIAGRAM WALL 3�30/4T�17-�O� TE SPLICE DETAIL 4TOP PLATE SPLICE DETAIL s7 3/4 — 1 -0s7 3/8"= 1'-0"s7 s7 3/4" = 1'-0" WINDOW HEADER KING STUDS 5/8" CER, WINDOW HEADER JACK STUDS SIMPSON A35 @ MIN. W WINDOWSILL EA. m_. .. _ ."., .. ,_ ._..., _........... ..... . " _,_.,._,_ .... ..._..,, _..._,......... - .. __.. , Q POST OR STUD REFER TO END HOLDOWN SCHEDULE I z HOLDOWN SCHEDULE & TRIMMER STUD FRAMING ELEVATIONS WHERE REQUIRED __...._._.._,_.,_. ___,.:.__ -...,_ _. _ _—...._... .._._.__ _� _ __..._.._._.__ ,_ _ _--.._._ ____._-- ---- --.__- SHEAR SHEAR WALL f END COLUMN S7UDlPOST CAST-IN-PLACE EMBED POST-INSTALLED EMBED D2 `, r i WALL HOEDOWN STUDS PAST 1 FASTENERS ANCHOR BOLTS) IN FTG ANCHOR BOLTS IN FTG HOLDOWN SEE PLAN S2 & HOLDOWN SEE PLAN S2 & __......_._. , ._ . _.._. __.. ---.--.. W FRAMING ELEVATIONS: FRAMING ELEVATIONS: �.-._--.--.-.._;_... 5/8"&20" HEAVY 5/8"lJx22' LG. r - O M REFER 70 HOLDOWN SIMPSON (10) REFER TO HOEDOWN WINDOW SW1 (3) 2x6 4x6 HEX BOLT W! 81, THREADED ROD 9 SCHEDULE 6/S7 SCHEDULE 6/S7 SILL HDU8-SDS2 5 SDS1/4x2 1/2 NUT BOTTOM SIMPSON SET XP STUD FASTENERS: @ DO NOT OVERCUT SEE HOEDOWN CAST-IN-PLACE SILL STUD LE SIMPSON x 4x6 (14) _5_/8,_"'_0_ x-2- B HEAVY ` 5/8"ADE LG. IL EACH CONNECTING m CAST-IN-PLACE SILL SCHEDULE SW2 (2) 2 6 SDS1/4x2 1/2 I HEX BOLT W/ 8 THREADED ROD 91, NA AC _ NOTE: '� PLATE ANCHORAGE: PLATE ANCHORAGE: HDU5-SDS2 5 NUT BOTTOM � SIMPSON SET XP VERTICAL STUD WITH 16d SEE PLAN S2 SEE PLAN S2 SIMPSON -..............._ _____ _,___ - _ _.___w.._.__ _ . _ - _._ _ . __ T --- --_ __..._... AT 12" O.C. UNLESS ALES IF STUDS ARE SIMPSON DSP@ _.___. i_._..._. _ . _ D1 HOLE SIZE IN NON-BEARING WALLS MAY BE 7/8"&20" HEAVY 7/8"&22" LG. OTHERWISE NOTED USED FOR BEARINGW (NS&FS)'71- -DSP SIMPSON (20) HEX BOLT W/ 8" THREADED ROD 9" DOUBLED AT THESE LOCATIONS. NOT MORE W O NS&FS SW3 (3) 2x6 6x6 " ( ) HDU8 SDS2 5 SDS1/4x2 1/2 NUT @ BOTTOM I SIMPSON SET-XP } THAN TWO ADJACENT STUDS MAY BE BORED. t-- ...I T/SLAB ., _ T/SLAB SIMPSON..a,_. 2)6005250-54.. , .. ....__ _ ... 7/8"Ox2O" HEAVY ' LL 7/8"px22" LG. SW4 (18) #14 HEX BOLT W/ j 8" THREADED ROD 9" z (1)60OT250 43 SCREWSSET-XPMN W S/HDU9 _... _...- ,. ,,.._ . _.,...,._.,, ,....... L.NUT @.BOTTOM..:„ SIMPSON .., _... ...,. � U D T/F G T/ C' e ALTERNATE p N BEARING WALLS W w O � •„ ' x .r r .rn ° m O� � r ;. "} + "� ffl +7i1 ,�� j �+, E ^ ,� . .' ' .> � ti BEARING WALLS NO � r O m z I- HOEDOWN . p ;. ,._._.. .. ............ ..... .... ,, ,. ,.'i CJ) Z Z - w „ ANCHOR, SEE w z LL p ti NOTES: STUD MAX. D1 ; MAX . D2 SiUD NOTCH MAX. D2 a L.h,, HOLDOWN 1. USE HOEDOWNS AND ANCHORS BY SIMPSON STRONG-TIE OR EQUIVALENT H) (HOLE) (NOTCH) (HOLE) z ^ SCHEDULE'- , ^ . .. ,, .,: ^ ' ._,. �....., .,, ,.._ . , ... , , _ ........i ..._ .., �. - •_ - R MANUFACTURE INSTRUCTI "SIZE (NOTC „ 2x4 1 1l4",. O _C.. H R SHALL BE PE R'S ONS � „�° ; 2. INSTALLATION OF CAST IN-PLACE AND POS T INSTALLED ANC O S 2 1/2" MIN. 2 1/2" MIN. 3. HOLDOWN ANCHOR EMBEDMENT LENGTH INTO FOUNDATION, NOT INTO CURB. CORNER INTERSECTION { 2 �/'� 2 1/2" MIN, 4" MAX. 4" MAX. 4. HOLDOWN SHALL BE CONNECTED TO STUD/POST WITH FASTENERS PER MANUFACTURER'S INSTRUCTIONS. - I ' ' VJ 4" MAX. 5. REFER TO BUILT-UP COLUMN SCHEDULE FOR STUD/POST NAILING PATTERN. 2x6 ., .. 11/4" ..... ,. ...-, .. . ,...,., N 3 1 /4" W HD DOOR OPENING HD 5) WINDOW OPENING f 2 1/4' 2x6 k 2 1/4" -- O Ca. r 5 HOLDOWN TO FOOTING DETAIL 6 HOLDOWN SCHEDULE 7 STUD WALL JOINTS 8 ALLOWABLE HOLE/NOTCH IN STUD S7 3/4" = 1'-0" S7 3/4" = 1'-0" S7 3/4" = 1'-0" SIMPSON 'CMSTC16' THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER CONT W/ 16d SINKERS "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG @ 3" O.C. @ 4X1 O BLKG 4X1 O BLKG W/ (2) ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR & 16d SINKERS 6" SIMPSON 'A34' USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG @ ANGLES EA END ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE O.C. @ 2x BLKG. CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE -` (OPP SIDES) 4'- 0" SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT FOR ELEVATION VIEW: 2X4 BLOCKING W/ BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS f TO THESE PLANS r SEE 101ST WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES o ( 14 GA RTU CURB _--- _-_____-- -.__ __._._.._..._._, SIMPSON'LU24' wR, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL (BY OTHERS) STAGGER LAG BOLTS HANGER EA END.7 SHADED CLIPS STRAP PLATE 1/8"x3" W/ WITHOU THE EXPRESS WRITTEBDG ARCHITECTS; ANY N APPROVAL OF BDG ARCHIFROM TEC SEOR ANYSE PLANS BUILT UP COLUMN NAILING SCHEDULE SIMPSON ST12 OPP SIDE, TYP. (15) 10d COMMON NAILS i (2) 2X SOLID CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY __-LLY_Y,_.V-3 w [2 ROWS STAGGERED] REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL _._____ �_-- ____..,...__.,._ _ __ _,__._ __ ___-__— _-- STRAP @ 32" O.C. BLOCKING �C -` SOLID BLOCKING � ¢ (1 1/2" BETWEEN ROWS) AUTOMATICALLY VOID ANY DESIGN-RELATED OBLIGATIONS BDG BUILT UP END EDGE ROW NAIL NAIL SIZE _ 6X10 BLKG W/ (2) ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND PATTERN SECTION " DISTANCE I DISTANCE SPACING SPACING I w � a I• 14 GA RTU CURB LL � � SIMPSON 'A34' ANGLES COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR " " " DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR �, EA. END (OPP SIDES) 2x BLOCKING RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN TME PLANS D1 D2 D3 S y SIMPSON ST12 SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION ? ' ",` '. STRAP @ 32" O.C. PRIOR TO CONTINUING WITH THE WORK. FAILURETO REFER DISCREPANCIES ..,.,.,._ .......:....... yy 11 tl � '� '" `�'•`' - "'""" '-"' -'• _ -• '_"' -- - - - 9 f T '�'I` I, A ! OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL I " 3/4" PLYWOOD 1/4"0 2.5" LONG LAG „ „ ( RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH (2) 2x6 p 1 2 1/2 1 1/2 2 1/2 9 10d 3/4 PLYWOOD STRAP PLATE 1/$ x3 W/ ,,, .."..,, , .............. . . ......,.. - .,. „.... _ . , .,........,' BOLT @ 6° O.C. AI 2 THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE -,l ... ....,... "....._.., ._ -.»„ ..,...,... 1 . (15) 1 Od COMMON NAILS [ FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS O i `STAGGER ROWS (1 1/2" BTWN WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER D2 3 2x6 1 31/2" j 1 1/2" 2 112" 9'10d ITo �, „���.� D _. ... i TOP CHORDS ROWS) STAGGERED] STRAP 2 - �° .. „ . �.... _.._. 1/4.0 2.5" LONG TO-PL 1/8 r _ g OPENING - LAG BOLT �_ _._. t ( TRUSS 70P CHORD '` `' „ SEAL � (4) 2x6 1 4 � .�_1„/2 __ _. _2 1/2 �.___-_. 9' 10d � O.C. (STAGGER) II J, ,.. _ PLATE 1"x3"x1'-1 1/2 W/ J LAT (2) 3/4"DJ x 3" LG. LAG A35 EACH SIDE SCREWS @ 5" O.C. �SIMPS�OWLTP�5� PATTERN 1 NOTES: (SEE PLAN VIEW) TRUSS TOP EA SIDE WALL CHORD BEYOND 4 - 0 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. (2) 2x SOLID A35 W/ (12) 8d x 1 1/2" BLOCKING AS SEE PLAN VIEW FOR 0 ---INDICATES NAILS DRIVEN 2• CONTRACTOR MAY SUBSTITUTE 1/2” DIA. BOLTS WITH METAL PLATE OR WASHER IN ROOF TRUSS REQ'D A35 EACH SIDE CONNECTOR 12 CHORD/DRAG SPLICE FROM NEAR FACE PLACE OF 30d AND 50d NAILS. TOP CHORD 1' _ 11 + —INDICATES NAILS DRIVEN 3. CONTRACTOR SHALL PRE-DRILL STUDS WITH 1/8" DRILL BIT WHEN USING 30d AND 50d TRUSS BOTTOM CHORD STAGGER ORIENTATION S7 3/4 1 -0 FROM FAR FACE NAILS. THIS PREVENTS SPLITTING OF WOOD. 2'- 8" U.N.O. FOR PLAN VIEW & CURB CONNECTION SEE 11/S7 SEE PLAN — 3/4" PLYWOOD NOTE: G.C. TO COORDINATE TRUSS BOTTOM CHORD 9 BUILT UP COLUMN DETAIL 10 MECH. EQ. FRMG. DETAIL 11 MECHANICAL EQ. FRAMING DETAIL 7Russ TOP CHORD BRIDGING W/ HANGERS To AVOID INTERFERENCE. KARL " 9795 IF TRUSS BRIDGING IS INTERRUPTED, ADDITIONAL FL PE 59795 S7 3/4" = 1'-0" BRIDGING WILL BE REQUIRED. TRUSS BRIDGING s7 N.T.S. S7 3/4" = 1'-O" REQUIREMENTS PER TRUSS MFR. NOV 0 3 2017 2'-8" U.N.O. ISSUE BY DATE DESCRIPTION SEE PLAN NUT & WASHER SEE PLACE BLOCKING PLACE BLOCKING ARCH'L DWG. BETWEEN ROOF FRAMING BETWEEN ROOF FRAMING UNISTRUT P1000 DS SEE ROOF FRAMING SIMPSON H10S CHANNEL BEARING ON DETAILS FOR FRAMING @ EA. RAFTER. TRUSS CHORD 2x6 DIAPHRAGM AROUND (2) SIMPSON MST136 CONNECTION REQUIRED PERIMETER OF ROOF STRAP TIES W/ (36) r 1Odxl 1/2" NAILS EACH TRUSS BOTTOM CHORD USE SIMPSON SPH6 e UNISTRUT 1/2"O UNISTRUT P1281 CLIP LLV W/ 1/2"Oxl 1/2" LAG TOP PLATE TO THREADED ROD @STAR SCREW INTO TRUSS CHORD (TYP. EA. END) NOTE: USE SIMPSON SPH6 TOP STUD CONNECTOR BAR OVER-STRUCTURE: DO NOT INSTALL CONNECTOR OVER PANEL JOINT PROJECT INFORMATION PLATE TO STUD EVERY CRIPPLE STUD PLATE HEES CONNECTOR ABOVE OPENING SHALL SEE ARCH' DWGS. JOB # 170018 —zaBE CONNECTED W/ SIMPSON LS50 ANGLE DATE: 07-06-2017 SIMPSON MTS12 (T&B) EA. END OF HEADER __-____ '-- -- - -- -- __ __ ---_----- FULL HEIGHT 16 STAR BAR & HODD SUPPORT DRAwN BY: D.E.M. _ CHECKED BY: K.F.H. WALL STUDS: USE (2) LSTA18 SIMPSON S7 3/4" — 1'-0" SIMPSON LS50 ANGLE (TYP) SEE 56 HEADER TO JACK STUD 1 ( I I EA. END OF HEADER UPLIFT CONNECTOR NOTE: I w I I a rl, SHEET TITLE JACK STUD BEARING: �w` DO NOT SCALE OFF THESE DRAWINGS. LAYOUT SEE S6 .� ���� « THE BUILDING USING APPLICABLE CONTRACT .° . OCATIONOFALLLS RUCTURALLELEMENTS UILDING DIMENSIONS AND E FRAMING SECTIONS & SIMPSON LS50 ANGLE 1'- 4" 1'- 4" ROOF TRUSS FULL HEIGHT WALL EA. END OF HEADER C 9 INCLUDING BUT NOT LIMITED TO SLAB EDGES, SPLICE STUDS: (TYP) SEE S6 CE USE (2) LSTA18 SIMPSON WALLS, COLUMNS, OPENINGS AND DEPRESSIONS DETAILS HEADER TO JACK STUD 1 7HAO3$ SHALL BE COORDINATED WITH THE UPLIFT CONNECTOR ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT - JACK STUD BEARING: HESS & ASSOCIATES, INC. OF THE BUILDING. RESOLVE ANY DISCREPANCIES. SHEET NUMBER SEES6 1381 Fifth Street -Sarasota, Florida 34236 Telephone: (941) 955-4555 -Fax: (941) 955-9333 TO THE BEST OF THE ENGINEER-OF-RECORD'S 14 TYP HEADER karl@heesassociates.com •www.heesassociates.com KNOWLEDGE AND ABILITY, THE COMPLETED 13 DIAPHRAGM CHORD SPLICE DETAIL 15 HEADER CONNECTION C.O.A. #27043 STRUCTURE DEPICTED ON THESE DOCUMENTS ©2017 -Hees &Associates, Inc. COMPLIES WITH THE APPLICABLE MINIMUM S7 S7 1 1 /2" = 1'-0" S7 3/4" = 1'-0" S7 3/4" = 1'-0" All rights reserved. BUILDING CODES. 2x SOLID BLKG W/2 -40d TOE- NAILED EA. END & 10&3" TOE- NOTCHES IN RAFTER2x @ BEARING SHALL PLYWOOD NOT EXCEED 1/4" OF NOTCHES IN RAFTER NOTCHES IN RAFTER BLKG W/2-1 Od TOE- SOLID SHEATHING W/2-11 Od TOE -G PLYWOOD 'l NAILED EA. END SHAPED BLK. W/ EDGE NAIL INTO TOP PLATES @ 4" O.C. SHEATHING THE RAFTER DEPTH @ °L OF SUPPORT 2x SOLID BLKG W/2-1 Od TOE- NAILED EA. END & 10&3" TOE- @ BEARING SHALL NOT EXCEED 1/4" OF 2x SOLID @ BEARING SHALL NAILED EA. END & 10dx3" TOE- NOT EXCEED 1/4" OF PLYWOOD NAILING. PLYWOOD ROOF NAIL INTO TOP PLATES @ 4" O.C. PLYWOOD SHEATHING c O THESUPPORT TER PTH @ NAIL INTO TOP PLATES @4" O.C. SHEATHING c 0 S4FTER UPPORTEPTH @ PLYWOOD ROOF BOUNDARY SIMPSON M2 5A BOUNDARY \ NAILING PLYWOOD EA. RAFTER NAILING PLYWOOD -`'"° PLYWOOD ROOF BOUNDARY NAILING , PLYWOOD ROOF BOUNDARY NAILING RAFTER H10A EA. RAFTER S SHEATHING bd BOUNDARY ROOF RAFTER NAILING PLYWOOD PLYWOOD WALL SEE PLAN & I ROOF RAFTER BOUNDARY BOUNDARY 4, NOTCHES IN RAFTER SCHEDULE ON S3 �` �' k� + SEE PLAN & NAILING NAILING @ BEARING SHALL �,: 6 r I .9 SCHEDULE ON S3 ROOF RAFTER RAFTER 1 ROOF RA NOT EXCEED 1/4" OF wyi� I ' �.: k I SEE PLAN & SEE PLAN & THE RAFTER DEPTH @ li'lll CONT. 2-2x SIMPSON H10 EA. SCHEDULE ON S3 SCHEDULE ON S3 °LOF SUPPORT I NAILER I I architects RAFTER (SIMPSON H10S I .. � � ' ! 1 ROOF RAFTER SIMPSON RSP4 @ 32" Q.C. CAN BE USED ONLY IF SIMPSON H10 EA. H10S EA. til 'I tf SIMPSON @ B/BEAM EL CONT. 2-2x RIDGE FRAMING NOTES ! I SEE PLAN & 100 S. Ashley Dr., P: 813 - 323 - 9233 (RSP4 NOTREQUIRED IF RAFTER ALIGNS W/ RAFTER (SIMPSON H10S j RAFTER I 108'-11" NAILER 1. SECURE CONT. RIDGE ! I SCHEDULE ON S3 Ste. 100 Lic. #: AA - 0003590 SIMPSON H10S RAFTER STUD BELOW) (G.C. TO SIMPSON RSP4 @ 32" Q.C. �. CAN BE USED ONLY IF E VERIFY W/ ARCH. TREATED BEAM o BEAM TO TRUSSES --------- 1.4,_.l Tampa, FL 33502 W: www.bdgllp.com CONNECTION IS USED) COORDINATE) (RSP4 NOTREQUIRED IF RAFTER ALIGNS W/ / SEE PLAN & ° BEYOND: SEE DETAIL 6/S8 r (G.C. TO COORDINATE) SIMPSON H10S RAFTER 4 4, STUD BELOW) (G.C. TO PLYWOOD HEADERS W/ 1/2" SCHEDULE ON S3 1/2" CONT. 2. FOR CONT. RIDGE & POST CONNECTION IS USED) CON COORDINATE) SHEF�THING PLYWOOD SPACERS PLYWOOD CONNECTIONS SEE �'y1 TO COORDINATE) i`, P HEADERS W/ 1/2" CONT. 2x6 BELOW FOR FINISHES SEE SPACER FRAMING ELEVATIONS ON PLYWOOD WALL FRAMING ` SEE ELEVATIONS PLYWOOD PLYWOOD SPACERS I HEADER @ 3A/S8 ONLY �r��y-_ ARCH DWGS SHEET S6 SHEATHING L Iti.. SHEATHING I 6x6 CEDAR POST ROUGH „� @ GRID L1NE'F' SEE 6/S6 s &SCHEDULE ON I 1 WOOD STUD WALL I ! WOOD STUD WALL LUMBER W/ SIMPSON CC66X @GRIDLINE 'G' SEE 8/$6 S6 , I . 9 ._.l . ,.. 11{4 BEYOND I , .....1.....,,., BEYOND COLUMN CAP W1=5 1/2" W2=6" 1 FRAMING SECTION - 1 2 FRAMING SECTION - 2 3 FRAMING SECTION - 3 4 FRAMING SECTION - 4 5 FRAMING SECTION -5 S8 3/4" = 1' -Orr. ss 3/4 — 1 -0r ss 3/4 V-0" S8 3/4 — 1 -0" ss 3/4 — 1'-0" ' PLYWOOD PLYWOOD SHEATHING - SHEATHING, EA SIDE 2x VERT. MEMBER BY TRUSS MFR. 6" x 12 GAGE PLAE IN BETWEEN TRUSSES,(6"LONG, F.V.) PLYWOOD SHEATHING ,I 2x SOLID BLOCKING W/ W//1/4'30xLAG BOLTS @ 6" O.C. (22) (22) SIMPSON A — p' 2-10d TOE NAILED EA END 3x FULL DEPTH CONT. 2x6 DIAPHRAGM CHORD AROUND SDS25112(1/4" x (22) SIMPSON SDS25300 Q BLOCKING PERIMETER OF ROOF: SEE DETAIL 1 1/2" LONG) (1/4"x3") SCREWS INTO 4 n/ 2x SOLID BLKG W12 -10d 2x SOLI BL PLYWOOD ROOF (2)1Od TOE NAILS @ BOUNDARY NAILING PANEL EDGE NAILS: 13/S7 FOR SPLICE SCREWS INTO SINGLE TRUSS. PLY TRUSS C.L. ♦ /� v ) EA. END EA TRUSS SEE SHEAR WALL SCHEDULE ON S6 20d COMMON STAGGERED @ 6" O.C. PLATE `� I SIMPSON H2 5 A EA @ __,.._ ,.._.__ ..._. PLYWOOD ROOF TRUSS SIMPSON A35+ J N4x6 BOUNDARY I BLOCKING ° ° p V M NAILING PROVIDE ADD'L VERT ° ° ° ° ° ° o ° 2x6 MEMBER BRACE BY TRUSS MFR. ' ° ° ° ° ° ° ° ° ° ° a __________ ___ ____ _�______ O -17 Q IN-BETWEEN TRUSSES W/ SIMPSON ._ _..____ 3 TYP �,2"L m Q 2x6 @ 16" O.C. SIMPSON SDS 1/4x4 1/2 SCREWS 16 O.C. @ (l TOWER TRUSS @ A35 TOP AND BOTT PLYWOOD SHEATHING 2" 3" TYP2" MIN WALL FINISHES, Q jy BOUNDARY SIMPSON 'A35' 16" O.C. @ TOWER TRUSS @ 24" O.C. SIMPSON A35 @C WHERE TRUSSES SPACED MORE THAN BENT PLATE a CONT. SEE ARCH. W O NAILING SEE -` 24" O.C. W/ 1/4"ro LAG BOLTS @ DIAPHRAGM ON S5 PLYWOOD SIMPSON H2 5A + (2)10D TOENAILS @ EA. TRUSS PLYWOOD SHEATHING PLYWOOD SHEATHING SIMPSON LTS20 WHERE RAFTER 6" O.C. O Z u - SHEATHING 2x6 @ 16" O.C. ALIGNED W/ TRUSS. LIJ SIMPSON'LST15' @ 48" A.C. '__`h �!w PLYWOOD SIMPSON SDS 1/4x41/2 SCREWS @ 16 O.C. SIMPSON LSTA21 STRAP W/ BLOCKING PLYWOOD SHEATHING SIMPSON tGT4-SDS3 @ 4 GIRDER TRUSS, r , U 16d COMMON @ 3" O.C. SHEATHING 20d COMMON NAILS. SEE DIAPHRAGM DIAGRAM ON S5 WHERE RAFTER IS BETWEEN TRUSSES uj 1 �'' arm -PLY TYP. EA END. IJ.. W O � BOUNDARY -- - SIMPSON 'A35' @ 16" O.C. 10d COMMON STAGGERED FOR NAIL SPACING. Z 2x12 CONT. LEDGER 2x4 BLKG @ 48" 2-16d COMMON @ O.C. W/2 -8d TOENAIL EA. END: NAILING SEE 7��-_- DIAPHRAGM ON S5 PLYWOOD @ 6" O.C. DIAPHRAGM CHORD 16d COMMON @ 6" O.C. 4x6 BLOCKING LL Z 4" O.C. FOR 2'-0 „ SHEATHING CONT. 2x6 - SIMPSON LS90 CONNECTION VALLEY TO LENGTH @ HIP SEE PLAN FOR SIMPSON 'LSTA15' AROUND PERIMETER OF ROOF 20d O Q LEDGER (NS) !I)l til CONNECTION EXTENT �1 @ O C t u t;' SIMPSON LTS20 WHERE RAFTER SEE DETAIL 13lS7 FOR SPLICE COMMON (2)2x6 NAILER W/ 5/8"� x 4" LONG Gr. F1554 vJ (• r �' (LEDGER -TO -2x) A A IS ALIGNED WITH TRUSS. SIMPSON L 3TA21 STAGGERED _ 4x6 BLOCKING THREADED W 0 SKEWED VALLEY f 10d COMMON @ STRAP W/ BLOACKING WHERE RAFTER IS @ 6" O.C. WELDED STUDS W/ NUT & 2"x2"x3/16" 0 NOTCH &BEAR , '--- 6" O.C. BETWEEN TRUSSES ' WASHER @ 24" O.C. ALONG C.L. OF BEAM ON RIDGE BEAM 2x6 (MIN) HORIZ. SIMPSON 2x4 BLKG @ 48" 20d COMMON STAGGER SEE PLAN -� SEE ( PER TRUSS BY 'LSTA12' @ 48" O.C. W/2 -8d 16d BOUNDARY NAILING -6" O.C. (2)2x FULL DEPTH BLOCKING SIMPSON H10A 4xl2xl8" LONG SOLID BLOCK(RIPPED) W/ (4) TRUSS MFGR O.C. (MAX) TOENAIL EA. END: SEE S5 FOR NAILING SPACING 2x6 SOLID BLOCKING @ FLAT @FLAT STRAP W/ SIMPSON A35 TOP { @ EA TRUSS 3/4"o F1554 THREADED STUDS WELDED TO SIMPSON'H3' @ SEE PLAN FOR STRAP W/ SIMPSON A34 TOP ROOF RAFTER. I & BOTT. EA END U.N.O. STEEL BEAM: SEE 4A/S5 & FRAME 2 ON S5 {f 2x4 (MIN) HORIZ. EA EXTENT AND BOTT EA END. SEE PLAN FOR LOCATIONS. FACE TO BE FLUSH WITH PER TRUSS BY .RAFTER . TIP OF FLANGE. MFGR @RIDGE 1+ �yi Aly f, � �""' ' � 4 I 2-16d COMMON @ 6" O.C. ROOF RAFTER, SEE PLAN 4x6 SOLID BLOCKING SIMPSON LUS210 (2)2x FULL DEPTH BLOCKING ---------------- 2X6 PLATE TO STEEL BEAM WITH (2) ROWS 5/8"o BOLTS STAGGERED @ 48" D.C. CONT. RIDGE BEAM. %JI (LEDGER -TO -2x) 2X12 CONT LEDGER W/ 12 GAGE PLATE THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER SEE PLAN „� (4)16d @ EA TRUSS BETWEEN ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG 2x8 (MIN.) HORIZ 20d COMMON NAILS — STAGGERED AT 6" O.C. 2x12 CONT LEDGER 2X6 MEMBER GIRDER &SINGLE TRUSS ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR ARCHITECTS, USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG SIMPSON HUC210-3 2x12 LEDGER SPANNING OVER TRUSS PANEL BY TRUSS MFGR. / (4)16d @ EA TRUSS WHERE TRUSS SIMPSON H14 TYP @ ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE CONNECTION W/ 18-16d POINTS W/ 16d NAILS @ 3" O.C. INTO B/ CHORD &INTO CONT. HORIZ. TRUSS MEMBER ROOF RAFTER: SPACED MORE 24" O.C. SINGLE TRUSS 2X6 BLOCKING SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS NAILS INTO LEDGER & 10-10d NAILS INTO SEE PLAN &THAN SCHEDULE ON S3 l i + s „r' K @ 8/S8-SIMPSON LSSU210 HANGER @ 8A/S8-(2)SIMPSON 490 ANGLES SIMPSON A23 @ EVERY OTHER TRUSS BETWEEN WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS T HOW MINOR, WITHOUT THE EXPRESS FROM APPROVAL Of BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS RIDGE R = 30 KIP ( ) .,wl r � 4 TRUSS SUPPLIER TO @ DOUBLE RAFTER (1' EA SIDE) W/ (10)10dx1 1 /2" COMMON NAILS EA COLUMN LINE 1&2, COORDINATE CONNECTOR (2)2x6 NAILER W/ 5/8"ro x 4" LONG Gr. F1554 WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY PROVIDE &DESIGN SIMPSON'LSSU210 O 4 -TRUSS OFFSET W/ DETAIL 15/S8. THREADED WELDED STUDS W/ NUT & 2"x2"x3116" SINGLE TRUSS REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG REINFORCEMENT FOR 2x12 CONT. LEDGER FOR ADDITIONAL INFO SIMPSON H14 TYP @ ONLY ONE CONNECTION I WASHER @ 24" O.C. ALONG C.L. OF BEAM FOUR TRUSSES ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND TRUSS DUE TO VALLEY & RIDGE LOADS AS SEE ARCH DWGS SIMPSON A23 @ EVERY OTHER SINGLE TRUSS PER TRUSS WF BEAM SEE PLAN. COMPLETE ES MCEAS NOGF BDG ARAND OMISSIONS ARISING OUTCHITECTS FROM ANY LIABILITY, OF CL ORS, OR SHOWN 10d COMMON @ 4" O.C. TRUSS BETWEEN COLUMN LINE (2)2x6 NAILER W/ 5/8"0 X ( ) RELATED THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION RE 1&2. COORDINATE CONNECTOR 4" LONG Gr. F1554 OFFSET W/ DETAIL 15/S8. ONLY THREADED STL COLUMNPRIOR L3x3xl /2 x41 /2" LONG BRACKET TO COLUMN TYPE TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH 6 FRAMING SECTION - 6 7 FRAMING SECTION - 7 ONE CONNECTION PER TRUSS WELDED STUDS W/ NUT & 2"x7x WASHER @ (3)2x8 @ STEEL SECTION THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED^BY SUBCONTRACTORS OR OTHER S8 3/4" — 1'-0" " ' 11 S8 3/4 - 1 -O ALONG COLUMNSCALE: ro once ,.nrw rue ncoirn nr .e i BEAM --e __< TYP. 3/16 SEAL PLYWOOD SHEATHING, -�� $ FRAMING SECTION - $ 9 FRAMING SECTION - 9 10 FRAMING SECTION -10 EA SIDE Zx VERT. MEMBER BY TRUSS MFR. _ S8 3/4" = 1'-O" ', S8 3/4" -= 1'-O" rr ss 3/4 = 1'-0" 4 1/2"x3"x12 Ga CONT. BENT PLATE SEE TRUSS NOTES ON S5 SEE TRUSS NOTES ON S5 3x FULL DEPTH W/ 114"o LAG BOLTS @ 6" O.C. CONT. 2x6 DIAPHRAGM CHORD AROUND BLOCKING PERIMETER OF ROOF: SEE DETAIL FOR ADDITIONAL LOADING FOR ADDITIONAL LOADING 13/S7 FOR SPLICE (2)2X6 TOP ON TRUSSES DUE TO BRACE. (2)2X6 TOP PLATE PLYWOOD SHEATHING ON TRUSSES DUE TO BRACE. PANEL EDGE __J/ PLATE NAILS: SEE SHEAR 20d COMMON STAGGERED @ 6" O.C. PLY WOOD SHEATHING EA SIDE 20d COMMON NAILS. SEE DIAPHRAGM WALLDIAGRAM, I ON S5 FOR NAIL SPACING. SCHEDULE ON S6 , 4x6 BLOCKING ��— 20d COMMON NAILS. SEE DIAPHRAGM �° 2x6 BRACING @ 16" O.C. tl DIAGRAM, ON S5 FOR NAIL SPACING. �I SIMPSON A35 BRACE BY TRUSS MFR. SIMPSON LTS20 WHERE RAFTER (4)1 Od NAILS ° CONT 2x6 DIAPHRAGM CHORD AROUND PERIMETER OF AR HESS FL PE 59795 IS ALIGNED WITH TRUSS. 2x6 BRACING @ 16" O.C, 1 ROOF. SEE DETAIL 13/S7 FOR SPLICE. PLYWOOD SHEATHING SIMPSON LSTA21 STRAP W! BLOCKING WHERE (4)10d NAILS ° ° 1 CONT 2x6 DIAPHRAGM CHORD AROUND PERIMETER OF PLY WOOD (8)10d NAILS INTO 2x BLOCKING NOV 0 3 2017 4 1/2"x3"x12 Ga CONT. RAFTER IS ° ROOF. SEE DETAIL 13/S7 FOR SPLICE. SHEATHING (15)1 Od NAILS INTO EA EDGE @ 4x ISSUE BY DATE DESCRIPTION BENT PLATE BETWEEN TRUSSES BLOCKING @ PLYWOOD PANEL EDGES. W/ 1/4"o LAG BOLTS @ (8)1 Od NAILS INTO 2x BLOCKING 6" O.C. PLYWOOD (15)1 Od NAILS INTO EA EDGE @ 4x BLOCKING @ H2.5 @ EA. BRACE PLYWOODI -'---,RAFTER SHEATHING PLYWOOD PANEL EDGES. SIMPSON LTS20 WHERE SHEATHING, IS ALIGNED WITH A35 @ EA. BRACE EA SIDE PLYWOOD SHEATHING 10d COMMON H2.5 @ EA. BRACE TRUSS. SIMPSON LSTA21 SIMPSON H10 @ SINGLE TRUSS @ 6" O.C. STRAP W/ BLOCKING SIMPSON LGT3-SDS2.5 @ 3 -PLY A35 @ EA. BRACE WHERE RAFTER IS (2)2x8 BLOCKING GIRDER TRUSS BETWEEN TRUSSES SIMPSON LGT4-SDS3 @ 4- PLY PROVIDE ADD'L VERT 2x6 MEMBER 4x6 BLOCKING 2 2x8 BLOCKING O PLYWOOD SHEATHING GIRDER TRUSS NAILER W/ 5/8"ra x 4" LONG IN-BETWEEN ROOF RAFTER - 2x BLOCKING W! SIMPSON A34 ING 10d COMON Gr. F1 554x6 THREADED TRUSSES W! SIMPSON W/ SIMPSON TOP AND EA END. @ 6" O.C. WELDED STUDS W/ NUT & W LDED A35 TOP AND BOTT WHERE TRUSSES 4x6 BLOCKING LSSU28, SEE PLAN f PLYWOOD SHEATHING 20d COMMON STAGGERED 2x6 TOP PLATE. ATTACH TO STL BEAM W! 2 ROWS OF 5/8"o BOLTS AT 2"x2"x3/16" WASHER 24" O.C. ALONG C.L. OF BEAM SPACED MORE THAN PROJECT INFORMATION 24" / ,/ / / 2x10 CONT 2x BLOCKING W/ AEND.SIMPSON A34 I / EA END. 10d COMMON STAGGERED @ 6" O.C. @ 6" O.C. 4s°o.c.sTAGGERED 4x12xl8" LONG SOLID RIPPED BLOCK W/ (4) 3/4"0 F1554 TOP AND BOTT BLOCKING W! (4)8d FOR ADD'L INFO JOB # 170018 2x BLOCKING @11/S8 - SIMPSON LEDGER W/ (4) THREADED STUDS WELDED TO SEE ARCH DWGS. BTWN TRUSSES MSTA24 @ EA TRUSS W! EA NAILS @ 16 TRUSS TOENAIL EA END. BLOCKING W/ (4)8d STEEL BEAM: SEE 4A/S5 & FRAME 2 ON S5 FOR LOCATIONS, FACE TO DATE: 07-06-2017 1COMMON NAILS @ 11AA - @ 1SI SIMPSON MSTA30 2x RAFTER W/ SEE PLAN TOENAIL EA END SEE FOR ADD'L INFO. PLAN FOR ADD'L INFO 15 FRAMING SECTION - 1 5 BE FLUSH WITH TIP OF FLANGE. DRAWN BY: D.E.M. @EA TRUSS W/ SIMPSON 4x6 SOLID BLOCKING BLOCKING W/ (4)8d BLOCKING W/ (4)8d TOENAIL EA END SEE TOENAIL SIMPSON LSSU210 SIMPSON LTS20 S8 3/4" = 1'-O" CHECKED BY: K.F.H. (22)10dx1 1/2" COMMON NAILS MSTA30 @ EA FOR ADD'L INFO TOENAIL EA END. 2x12 CONT LEDGER 1/4"rox6" LONG LAG BOLTS NAILS STAGGERED AT 3 O.0 NOTE: SHEET TITLE PLYWOOD WALL TRUSS W! (22)10d x 1 1/2" COMMON NAILS SIMPSON LTS20 SEE PLAN FOR ADD'L INFO. 1/4"ox6" LONG LAG BOLTS W/ (4)16d EA STUD 20d COMMON STAGGERED @ 6" O.0 DOUBLE TRUSS. 2x6 SOLID BLOCKING @ ��ra��„;, ' DO NOT SCALE OFF THESE DRAWINGS. LAYOUT BOUNDARY NAILING @ 16” O.C. STAGGERED AT 3" O.0 20d COMMON NAILS FLAT STRAP W/ :vciss THE BUILDING USING APPLICABLE CONTRACT SIMPSON LUS26 STAGGERED @ 6" O.C. SIMPSON A34 TOP +w ING DIMENSIONS DRAWINGOF E EMENTSE FRAMING SECTIONS & 2x8CONT. LEDGER AND BOTT. EA END. LOCATION ALDSTRUCTURAL W/ (3)16d EA STUD 2x8 CEILING JOISTS cVrr INCLUDING BUT NOT LIMITED TO SLAB EDGES, DETAILS 2x8 CEILING WALL FRAMING. SEE @ 24" O.C. WALLS, COLUMNS, OPENINGS AND DEPRESSIONS JOIST @ 24" O.C. ELEVATIONS AND 4x6 BLOCKING 1 7HAO38 SHALL BE COORDINATED WITH THE SCHEDULE ON S6 DOUBLE TRUSS l'Russ, TYPARCHITECTURAL DRAWINGS PRIOR TO LAYOUT SHEET NUMBER TRUSS, TYP HEES & ASSOCIATES, INC. OF THE BUILDING. RESOLVE ANY DISCREPANCIES. 2x8 CONT LEDGER W! (3)16d 1 381 Fifth Street -Sarasota, Florida 34236 EA STUD. Telephone: (941) 955-4555 -Fax: (941) 955-9333 TO THE BEST OF THE ENGINEER -OF -RECORD'S kart@heesassociates.com •www.heesassociates.COM KNOWLEDGE AND ABILITY, THE COMPLETED SIMPSON LUS26 HANGER C.O.A. #27043 STRUCTURE DEPICTED ON THESE DOCUMENTS S8 11 FRAMING _ SECTION 11/11A 12 FRAMING SECTION _ 12 13 FRAMING SECTION - 13 14 FRAMING SECTION - 14 02017 - Hees & Associates, Inc. COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. Ss 3/4" = 1'-0" S8 3/4" = 1'-0" Ss 3/4" = 1'-0" ss 3/4" = 1'-0" All rights reserved. JLI NOTE: 3 HORIZONTAL JOINT REINFORCING NOT A A.1 .7 .$ .1 C.4 D.1 E � p "o SHOWN FOR CLARITY, PROVIDE PREFABRICATED CORNER REINFORCING. 12'- 0 1/4' 12' - 0" 15'- 4 1/4" (3) #6 VERT. @ CORNER, TYP. 1 .... «... will �,. wrr s .ar.. r.r +•w wr+ wrw. �. p�^ P — — CMU SCREENWALL, SEE � • ' ° • ` " PLAN FOR SIZE AND REINF. I I Xi I WIDEN FTG & PROVIDE II I SLEEVE FOR GATEPOST, I SEE SHEET SAI ARCH'L I DWGS. (TYP. EA. SIDE) - (2) #6 VERT. @END, TYP. I 1 1 I I I CMU CORNER DETAIL CMU END DETAIL T/FTG = -1'-4" 1 I TYP. 5/5A I I i i S9 1 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 I TURNDOWN SLAB, SEE I I 19/Sa &CIVIL DWGS. 3 CMU DETAILS Tampa, FL 33602 W: www.bdgllp.com 1 1 I S9 3/4" = 1'-0" I 1 I I I I I I I I I T/ WALL EL..... 7 5/8" CMU WALL W/ #6 I 1 = 8' -4 VERT REINF. @ 16" O.C. I I 3 IN GROUTED CELLS @ I CL WALL. I NOTES: a . , I I 1 1. FOR ADDITIONAL INFO, SEE S1 T/ CMU EL . 4" WALL CAP, SEE = 8'-0 I 00 6" CONC. SLAB ON GRADE I I I 2. FOR STEP DUMPSTER & ARCH'L DWGS.I ARCH'L DWGS. ' • I W/#5 BARS @ 12" O.C. EA. I ENCLOSURE FOOTINGS, AS ti WAY OVER SUBGRADE AS REQUIRED, SEE DETAIL 11/S10. BOND BEAM W/ (2) #4 60 I I SPECIFIED IN I I 3. FOR BOLLARD LOCATIONS & N CONT. IN GROUT FILL I I GOETECHNICAL REPORT. 1 DETAILS, SEE ARCH'L DWGS. 7 5/8" CMU WALL W/ #6 @ 16" O.C. VERT. I i I 1 SLAB-ON-GRADE FE ELEVATIONS = — I I I I I REINF. IN GROUTED CELLS U-0". SEE CIVIL DRAWINGS FOR 4 TYP' 1 1 ACTUAL GRADE ELEVATIONS. FOR HORIZ. REINF. SEE NOTE ON S1 S9 I 1 DUMPSTER ENCLOSURE NOTES: Q I 1. CONCRETE SLAB AT A 1 I I DUMPSTER, APRON & SIDEWALK I TO BE INTEGRAL COLOR BLACK PIGMENT: DAVIS COLORS 8084 GRAPHITE 150# PER 10 YARDS. DOWELS 10' - 0" I I 8' - 3 1/8" 5' - 5 3/8" I 8' - 6 5/$" 5' - 1 7/8" 1 5! " FOUNDATION OTO MATCH GAP SEALANT, SEE ARCH'L W 1 VERT. WALL REINF. /"� _ M I I I I I 6x6 W2 . SLAB WWF OVER W/ I I CONT. #5 v I 1 EXISTING FILUIMPROVED 3 0 -17 O Q I �' GROUT SOLID 7 5!8" CMU WALL W/ #6 1 TYP. NATIVE SOIL, SEE GEOTECH { M Q VERT REINF. @ 16" O.C. 1 1 5/5A 3 I REPORT. BELOW GRADE #4 DOWELS @ 24" O.C. IN GROUTED CELLS @ 1 I 3T6 STD PIPE (31/2" O.D.) W/ 9 1!2"x91/2" r CL WALL. 1 1 S9 I BASE PLATE (TYP 4 PLACES ALONE'a') FINISHED GRADE OR q< LLl O PAVE6' ARCH'L & CIVIL DWGS.ENT, SEE w 2, ",�, S. tE� S9 5 ` I,.z.,.....,_ .... " _ D w a CIVIL DWGS. O z __ .. _ _._,_,. - U I 1 I 1 1 I I Ia,I W L ,� I 3 7 5/8 CMU WALL W/ #6 ° z SUBBASE, SEE 1/S9 & z O J/ P. VERT REINF. @ 16" O.C. ILL 11' 41/2" 11' - 4 3/8'0=1 4 1 IN GROUTED CELLS @ o GEOTECH REPORT 5/ A g M CL WALL. 6 O Q M - I r - .- S o � � FOR BUILDING "' a W O I I 4'-0"x4'-0"x1'-0" CONC. FOUNDATION SEE PLAN S2. (� TYP. 1 FTG. W/ (4) #5 BARS EA. I FOR ADDITIONAL INFO SEE o ra 4 WAY W/ 22"x22" CONC. 1 ARCH'L DWGS. a ° #3 TIES @VERT. CMU REINF. S9 PIER (T/PIER =-1'4") c 1 TYP I (2) #5 CONT. BARS TOP & BOTT. •• . • * • • " 1'-4" THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER I I I I I "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE 4 CMU SCREENWALL FOUNDATION coNSIDEYANDRED CONSTRCEOFLITYOFTHE MSCLANS.THDHEREISHALLNN AND E SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT S9 3/4" — 1-O" BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS, ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY a" WALL CAP, SEE POST FOR ROOF FRAMING REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN-RELATED OBLIGATIONS BDG ARCH'L DWGS. & ADDITIONAL INFO, ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND REFER TO 2/S9 COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR U RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS FOUNDATION PLAN - DUMPSTER SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES 1 1 /4�� — 1-0" I J OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL T/ WALL EL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH - $ -a STEEL COLUMN, SEE PLAN THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS _- T/ CMU EL I WORK AND ALL WORK PERFORMED^BY SUBCONTRACTORS OR OTHER 8'-0" 'I BOND BEAM W/ (2) #4 SEAL CONT. IN GROUT FILL i 7 5/8" CMU WALL WITH WATER PROOF NON-SHRINK VERTICAL REINFORCING, SEE SILICON BASE SEALANT W! 50 � PLAN. YEAR WARRANTY J I 1" THICK BASE PLATE W/ (a) VO ANCHOR A A.1 A.7 1 A.8 B.6 C.1 C.4 D.1 I I I BOLTS ON t1" GROUT PAD I E5 TYP. @.DETAIL 5A/S9 ONLY 10 { 5 (HSS4x4 CONN. TO WALL) S10 CONC, SLAB ON GRADE, SEE PLAN. d FINISHED GRADE OR S10 TY STD PIPE (3 1/2" O.D.), PAVEMENT, SEE ARCH'L w z TYP a PLACES & CIVIL DWGS. " vWi cgi FLRPE 597955 SSURE TREATED," .PRESSURE TREATED...., . .. M.,.. _PRESSURE TREATED NOV O J �U1� 9 BEAMS' _._n...... ....... ..._.., BEAM'B'., PRE ..... .............. _...."-�`.: ,,..BEAM B'. ,,, .. ,._,... __.... -CID I I I i— SUBBASE, SEE 1/S9 & ISSUE BY DATE DESCRIPTION PIER, GEOTECH REPORT 3 10/16/17 CONSTRUCTION SET SEE PLAN I I I #3 HORIZ. TIES @ 6" O.C. I I ? I p (8) #6 (MIN.) VERT. REINF. (3 EA. FACE) ( I RAFTER 'D' TRENCH FTG BEYOND: I' I FOR CONT. TRENCH FOOTING p o REINF. SEE DETAIL 4/S9 I I 12 TYP � I G.C. TO ALIGN TRUSSES 1 1 1 I I WITH STUDS BELOW SS I _ SEE PLAN HEADER'A' HEADER* 71FOR REINF. SEE PLAN MV PROJECT INFORMATION JOB # 170018 6.. � 2'-8" 2'-8'" T-6" 2'-1" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2' 8" 2' 8., 2. 8.. -8" 2'-11" 2'-61/2" 2'-8' 2'-8" 1'-5' 5/5A FOUNDATION STEEL COLUMN DATE: 07-06-2017 S9 3/4" — 11-011 DRAWN BY: D.E.M. CHECKED BY: K.F.H. 11 NOTE: SHEET TITLE I "DO NOT SCALE OFF THESE DRAWINGS. LAYOUT � VU58 THE BUILDING USING APPLICABLE CONTRACT AI BUILDING DIMENSIONS Eoo OF LL STRUCTURAL AND sDUMPSTER INCLUDAB EDGES WALLS, ICO UM S, OPENINGS NG BUT NOT I ANDTED TO LDEPR SSIONS ENCLOSURE PLAN 17HAO38 SHALL BE COORDINATED WITH THE A ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT HEES & ASSOCIATES, INC. OF THE BUILDING. RESOLVE ANY DISCREPANCIES. SHEET NUMBER 1381 Fifth Street -Sarasota, Florida 34236 Telephone: (941) 955-4555 -Fax: (941) 955-9333 TO THE BEST OF THE ENGINEER-OF-RECORD'S - DUMPSTER karl@heesassociates.com •www.heesassociates.com KNOWLEDGE AND ABILITY, THE COMPLETED 2 ROOF FRAMING PLAN C .O.A. #27043 STRUCTURE DEPICTED ON THESE DOCUMENTS @ 2017 - Hees & Associates, Inc. COMPLIES WITH THE APPLICABLE MINIMUM S9 All rights reserved. BUILDING CODES. TYPICAL (4) PLACES: L6x3 1/2x3/8" LONG (LLV), SEE DETAIL 2/S10 FOR ADDITIONAL INFO 10d COMMON NAIL @ 6" O.C., TYP. 2 S10 io DISH ATTACHMNET ELEVATION P2xs I io L4x3x3/8" in M r• 3 TRUSSES, BY OTHERS CATFI I ITF DETAIL 1 1/211 = 1'-0" COL = LVL SPLICE s I V.I.F. TO FIT I BETWEEN TRUSSES 3/8" SIDE PLATE DETAIL PLYWOOD SHEATHING — 2x SOLID BLOCKING W/ (2) 10d TOE -NAILED EA END. PLYWOOD ROOF BOUNDARY NAILING SIMPSORAFTER H10A EA. RAFTER f I PSL PLUS BEAM, SEE PLAN B/BEAM EL 108'-10 1!2" 3/16 i 3"0 STEEL POST (3 1/2" O.D.) W/ 1/2"x6 1/4"x12" CAP PLATE 5 FRAMING DETAIL s1 o 3/4" = 1'-0" #6 VERT. @ COL., SEE PLAN. 7 5/8" CMU WALL W/ VERT REINF., SEE PLAN. SIMPSON A35 2x6 BLOCKING 3/4" PLYWOOD rF,SIMPSON A35 N.S. SIMPSON A35 F.S. (6) 10d NAILS io FOR STL CALL OUTS CONT. 2x6 STUD AT TRUSS DOWN - SEE 1/510 TO BEAM NAILER. NAIL STUD TO PIPE 2.88"0 TRUSS W/ (4) 10d x 3"NAILS INTO T&B CHORDS (PROVIDE 2x6 STUD @ } L4x3 (LLH) 16" O.C. BETWEEN TRUSSES) SHEATHING ='J POST TO ° ,, 3/16 I g MIN, (6) 0.1450 POWDER TRUSS TOP CHORD PLYWOOD- � ANGLE P { b ACTUACTED PINS LAXIALFORCE GNED 3/16 920# 3/4" PLYWOOD 10d COMMON @ 6" O.C. MIN. (6) 0.1450 POWDER SIMPSON'LTS12' WHERE ACTUATED PINS RAFTER ALIGNED W/ TRUSS. SIMPSON 'LTSA12' STRAP W/ BLKG WHERE RAFTER IS » BETWEEN TRUSSES. PLYWOOD SHEATHING SIMPSON A35 N.S. SIMPSON A35 F.S. ALIGN BLOCKING W/ STEEL ANGLE (4) 3/8"0 x 6" LONG LAG BOLTS INTO BLOCKING (2) ROWS 10d x 3" COMMON NAILS @ 4" O.C. INTO 6x6 BLOCKING CONDENSING UNIT TO FRAME CONNECTION BY OTHERS 11 2'- 8" U.N.O. I I — SEE PLAN ELEVATION VIEW 1/2" = 1'-011 CONDENSER STAND POST & PLATE (BY OTHERS) 3/4" PLYWOOD F SHEATHING r, – PRESSURE TREATED ROOF RAFTER: SEE PLAN. (2) ROWS 10d x 3" y COMMON NAILS @ 4" O.C. INTO 6x6 BLOCKING _. -, » 0 4 2x8 CEILING JOIST @ 24" O.C. W/ SIMPSON LUS26 HANGER ETOP CHORD A. END ROOF TRUSS 3/8"x6"x12" SIDE PLATE W/ (8) SIMPSON A35 EACH 1/4"x2 1/2" SIMPSON SDS SCREWS SIDE STAGGER 4. INTO BEAM (BOTH SIDES) I I PLAN VIEW R CONDENSER UNIT STAND DETAIL El 1 4" . COL_ CONNECTION 3/4 1'-0" TYP. 1/4 HSS4x4 STEEL COLUMN, SEE PLAN CONT. L5x5x3/8 W/ 1/2"0 HILTI HIT HY 20 THREADED RODS @ 16" O.C. MIN. W/ 3" EMBED, TYP. 3/4" = 1'-0" i BAR CON CONT. FOOTING 6x6 BLOCKING @ CONDENSER STAND POST W/ SIMPSON A35 EA. END ALTERNATE SIDES (NS/FS) (TYP.) (4) 3/8"0 x 6" LONG LAG BOLTS INTO BLOCKING — CONDENSER STAND POST & PLATE (BY OTHERS) — 6x6 SOLID BLOCKING @ CL FRAME POST x (6) 16d NAILS INTO 6x6 COLLECTOR 2x STUD NS"FS @ 6x6 COLLECTOR 10d NAILS INTO COLLECTOR @ 4" O.C. PLYWOOD SHEATHING 6x6 WOOD COLLECTI OR I SIMPSON MSTA30 S(NS/FS) W/ (11) #10 SCREWS INTO TRACK & (11) 10d x 1 1/2" NAILS INTO WOOD 6x6 COLLECTOR I I — TRUSS BEYOND SIMPSON A34 TOP & BOTTOM @ 2x STUD CUMAIZ IAiAi I rnl I FCTOR DETAIL 3/4" = 1'-0" STP FTG FOR DUMPSTER 3/4" (2) 6005162-43 CLOSED BOX POST @ 16" O.C. p pp a CONT. 2x6 DIAPHRAGM CHORD (6) 10d NAILS CONT. 2x6 DIAPHRAGM CHORD AROUND PERIMETER OF ROOF: AROUND PERIMETER OF ROOF: SEE DETAIL 13/S7 FOR SPLICE SEE DETAIL 13/S7 FOR SPLICE CONT. 2x6 STUD AT TRUSS DOWN TO BEAM NAILER. NAIL STUD TO SIMPSON A23 @ b d SIMPSON A23 @ TRUSS W/ (4) 1 Od x 3"NAILS INTO EA. BRACE 9 EA, BRACE T&B CHORDS (PROVIDE 2x6 STUD @ 16" Q.C. BETWEEN TRUSSES) (2) 2x8 BLOCKING W/ (2) 2x8 BLOCKING W/ 1/4"0 x 6" LG. LAG architects 1/4"0 x 6" LG. LAG PLYWOOD SHEATHING SCREWS INTO TRUSS SCREWS INTO TRUSS @ 3" O.C. (STAGGERED) @ 3" O.C. (STAGGERED) 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 20d COMMON @ 6" O.C. SIMPSON H2.5A SIMPSON H2.5A @ EA. BRACE Tampa, FL 33602 W: www.bdgllp:com iv @ EA. BRACE 01 10d COMMON @ 6" O.C. Z_ 2 ROWS 16d COMMON I I 2x6 BLKG W/ @ 4" O.C. 2x6 BLKG W/ 16d @ 6" O.C. 6x6 BLOCKING 16d @ 6" O.C. 6x6 BLOCKING BETWEEN TRUSSES BETWEEN TRUSSES PLYWOOD SHEATHING W/ (2) SIMPSON A35 TO W/ (2) SIMPSON A35 TO TRUSS @ EACH END 2x6 SOLID BLKG TRUSS @ EACH END @ FLAT STRAP W/ SIMPSON A34 I FRMG ANGLE TOP & BOTT. EA. END. 2x6 SOLID SLOPING ROOF RAFTER: 2x6 SOLID Ino BLOCKIN I SEE PLAN & SCHEDULE ON S3 I n BLOCKING �– SIMPSON H14 @ EA. TRUSS (H1 OA -2 @ 2 -PLY TRUSS A-2) WF BEAM 8 #8 SCREWS INTO CONT. TRACK @ 4" O.C. CONT. 60OT250-54 TRACK W/ (2) #10 SCREWS INTO EA. STUD T I SIMPSON A35 CLIP ANGLE TO POST I 2x10 CONT. SLOPING LEDGER I SIMPSON A35 @ EA. TRUSS W/ I (12) 8dx1 1/2" COMMON NAILS I (TYPE 3 CONNECTION) I I (2) 2x6 NAILER W/ 5/8"0 x 4"LG. THREADED WELDED STUDS W/ I I NUT & 2"x2"x3/16" WASHER @ 16" I I Q.C. @ CL BEAM 4 ROOF FRAMING DETAIL 4 s10 3/4" = 1'-0" SIMPSON H14 @ EA. TRUSS (H10A-2 @ 2 -PLY TRUSS A-2) WF BEAM W WAITING AREA STUD WALL = KITCHEN THICKENED SLAB THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 6" METAL STUD CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER PLYWOOD SHEATHING FRAMING, SEE PLAN S2 "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE NEW CONT. 54 MIL. METAL SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS U/ W ti o M = 0< 0 M0 w ry Q p ROOF RAFTER: 16d COMMON J ry W U� 0 U)WD Z I I CONT. 600T250-54 TRACK AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND LL Z SEE PLAN & @ 4" O.C. SCHEDULE ON S3 • A _" X—aT X• — Xr--%X--- X,- —^'—'X X!, K COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR L6x3 1/2 (LLV) 2x6 BLOCKING BEHIND TO BE ALIGN VJ LUS210 @ EA. RAFTER NOTE: ANGLE TO BE INSTALLED FROM PANEL POINT TO PANEL POINT WITH STL ANGLE, SEE DETAIL 1/S10 2x10 CONT. LEDGER W/ (4) TRUSS BOTT CHORD 16d @ EA. TRUSS POST TO ANGLE 1 r TYP. ANGLE 3/16 1' TO ANGLE TO BE DESIGNED FOR ADD'L 440# SIMPSON A35 @ EA. TRUSS W/ 3116 AXIAL FORCE (12) 8dxl 1/2" COMMON NAILS I (TYPE 3 CONNECTION) L4x3 (LLH) (2) 2x6 NAILER W/ 518" 0 x 4"LG. I 6" METAL STUD FRAMING THREADED WELDED STUDS W/ @ 16" O.C., SEE PLAN S2 NUT & 2"x7x3/16" WASHER @ 16" O.C. @ CL BEAM / FRAMING DETAIL 3 1ROOF 3/4" = 1'-1)" �Al-FI I ITE DETAIL 2 _ 1/2" = 1'-011 CONDENSER STAND POST & PLATE (BY OTHERS) 3/4" PLYWOOD F SHEATHING r, – PRESSURE TREATED ROOF RAFTER: SEE PLAN. (2) ROWS 10d x 3" y COMMON NAILS @ 4" O.C. INTO 6x6 BLOCKING _. -, » 0 4 2x8 CEILING JOIST @ 24" O.C. W/ SIMPSON LUS26 HANGER ETOP CHORD A. END ROOF TRUSS 3/8"x6"x12" SIDE PLATE W/ (8) SIMPSON A35 EACH 1/4"x2 1/2" SIMPSON SDS SCREWS SIDE STAGGER 4. INTO BEAM (BOTH SIDES) I I PLAN VIEW R CONDENSER UNIT STAND DETAIL El 1 4" . COL_ CONNECTION 3/4 1'-0" TYP. 1/4 HSS4x4 STEEL COLUMN, SEE PLAN CONT. L5x5x3/8 W/ 1/2"0 HILTI HIT HY 20 THREADED RODS @ 16" O.C. MIN. W/ 3" EMBED, TYP. 3/4" = 1'-0" i BAR CON CONT. FOOTING 6x6 BLOCKING @ CONDENSER STAND POST W/ SIMPSON A35 EA. END ALTERNATE SIDES (NS/FS) (TYP.) (4) 3/8"0 x 6" LONG LAG BOLTS INTO BLOCKING — CONDENSER STAND POST & PLATE (BY OTHERS) — 6x6 SOLID BLOCKING @ CL FRAME POST x (6) 16d NAILS INTO 6x6 COLLECTOR 2x STUD NS"FS @ 6x6 COLLECTOR 10d NAILS INTO COLLECTOR @ 4" O.C. PLYWOOD SHEATHING 6x6 WOOD COLLECTI OR I SIMPSON MSTA30 S(NS/FS) W/ (11) #10 SCREWS INTO TRACK & (11) 10d x 1 1/2" NAILS INTO WOOD 6x6 COLLECTOR I I — TRUSS BEYOND SIMPSON A34 TOP & BOTTOM @ 2x STUD CUMAIZ IAiAi I rnl I FCTOR DETAIL 3/4" = 1'-0" STP FTG FOR DUMPSTER 3/4" (2) 6005162-43 CLOSED BOX POST @ 16" O.C. p pp a CONT. 2x6 DIAPHRAGM CHORD (6) 10d NAILS CONT. 2x6 DIAPHRAGM CHORD AROUND PERIMETER OF ROOF: AROUND PERIMETER OF ROOF: SEE DETAIL 13/S7 FOR SPLICE SEE DETAIL 13/S7 FOR SPLICE CONT. 2x6 STUD AT TRUSS DOWN TO BEAM NAILER. NAIL STUD TO SIMPSON A23 @ b d SIMPSON A23 @ TRUSS W/ (4) 1 Od x 3"NAILS INTO EA. BRACE 9 EA, BRACE T&B CHORDS (PROVIDE 2x6 STUD @ 16" Q.C. BETWEEN TRUSSES) (2) 2x8 BLOCKING W/ (2) 2x8 BLOCKING W/ 1/4"0 x 6" LG. LAG architects 1/4"0 x 6" LG. LAG PLYWOOD SHEATHING SCREWS INTO TRUSS SCREWS INTO TRUSS @ 3" O.C. (STAGGERED) @ 3" O.C. (STAGGERED) 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 20d COMMON @ 6" O.C. SIMPSON H2.5A SIMPSON H2.5A @ EA. BRACE Tampa, FL 33602 W: www.bdgllp:com iv @ EA. BRACE 01 10d COMMON @ 6" O.C. Z_ 2 ROWS 16d COMMON I I 2x6 BLKG W/ @ 4" O.C. 2x6 BLKG W/ 16d @ 6" O.C. 6x6 BLOCKING 16d @ 6" O.C. 6x6 BLOCKING BETWEEN TRUSSES BETWEEN TRUSSES PLYWOOD SHEATHING W/ (2) SIMPSON A35 TO W/ (2) SIMPSON A35 TO TRUSS @ EACH END 2x6 SOLID BLKG TRUSS @ EACH END @ FLAT STRAP W/ SIMPSON A34 I FRMG ANGLE TOP & BOTT. EA. END. 2x6 SOLID SLOPING ROOF RAFTER: 2x6 SOLID Ino BLOCKIN I SEE PLAN & SCHEDULE ON S3 I n BLOCKING �– SIMPSON H14 @ EA. TRUSS (H1 OA -2 @ 2 -PLY TRUSS A-2) WF BEAM 8 #8 SCREWS INTO CONT. TRACK @ 4" O.C. CONT. 60OT250-54 TRACK W/ (2) #10 SCREWS INTO EA. STUD T I SIMPSON A35 CLIP ANGLE TO POST I 2x10 CONT. SLOPING LEDGER I SIMPSON A35 @ EA. TRUSS W/ I (12) 8dx1 1/2" COMMON NAILS I (TYPE 3 CONNECTION) I I (2) 2x6 NAILER W/ 5/8"0 x 4"LG. THREADED WELDED STUDS W/ I I NUT & 2"x2"x3/16" WASHER @ 16" I I Q.C. @ CL BEAM 4 ROOF FRAMING DETAIL 4 s10 3/4" = 1'-0" SIMPSON H14 @ EA. TRUSS (H10A-2 @ 2 -PLY TRUSS A-2) WF BEAM W WAITING AREA STUD WALL = KITCHEN THICKENED SLAB THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 6" METAL STUD CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER PLYWOOD SHEATHING FRAMING, SEE PLAN S2 "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE NEW CONT. 54 MIL. METAL SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS U/ W ti o M = 0< 0 M0 w ry Q p w �— ZU- J ry W U� 0 U)WD Z I I CONT. 600T250-54 TRACK AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND LL Z O • A _" X—aT X• — Xr--%X--- X,- —^'—'X X!, K COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR W q) VJ .. 6 �' e DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS FOR CLARIFICATION O #8 SCREWS INTO CONT. TRACK @ 4" Q.C. PLYWOOD SHEATHING BLOCKING, SEE PLAN WAITING AREA STUD WALL = KITCHEN THICKENED SLAB THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY 6" METAL STUD CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER PLYWOOD SHEATHING FRAMING, SEE PLAN S2 "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANYWAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE NEW CONT. 54 MIL. METAL SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS STUD TRACK W/ 5/8"0 A.B. I WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, I W/ MIN. 7" EMBEDMENT. T/SLAB EL. = 100'-0" REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS PROVIDE 3x3x.299 PLATE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY WASHER AND NUT. CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY I I REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL I I CONT. 600T250-54 TRACK AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND W/ 2 #10 SCREWS INTO • A _" X—aT X• — Xr--%X--- X,- —^'—'X X!, K COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR PLYWOOD•• I I EACH STUD .. 6 �' e DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS FOR CLARIFICATION SHEATHING fy SHALL. BE REFERRED IMMEDIATELY TO BDG ARCHITECTS :31, PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES % 4 •�� - 'S `'' I I r` �` r OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL 4 RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE CONTRACTOR IS RESPONSIBLE THE DISCREPANCIES OR CONFLICTS. SCHEDULING AND CONFORMANCE OF ITS I EXISTING FOR THE COORDINATION, i•s J `I I I { 1{` T ,T� r " 1 FILUIMPROVED WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER ! "I^..I I Tonncc ,."Tu ruc ncc,r , nr�ri iuc»,ro NATIVE SOIL I 6" METAL STUD FRAMING 1 - 6" (2) #5 BARS CONT. SEAL @ 16" O.C., SEE PLAN S2 CLR. #3 @ 48" O.C. 8 FRAMING DETAIL 8 s10 3/4" = 1'-0" THICKENED SLAB __31_4--V-0" FL PE 59795 NOV 0 3 2017 a,,\\ed Srn,I/0 ISSUE BY DATE DESCRIPTION VOSB CYTE 17HAO38 PROJECT INFORMATION HEES & ASSOCIATES, INC. JOB # 170018- 1381 Fifth Street -Sarasota, Florida 34236 Telephone: (941) 955-4555 -Fax: (941) 955-9333 DATE: 07-06-2017 karl@heesassociates.com •www.heesassociates-Com DRAWN BY: D.E.M. C.O.A. #27043 CHECKED BY: K.F.H. © 2017 - Hees & Associates, Inc. All rights reserved. SHEET TITLE NOTE: DO NOT SCALE OFF THESE DRAWINGS. LAYOUT THE SATELLITE & BUILDING USING APPLICABLE CONTRACT DRAWINGS, BUILDING DIMENSIONS AND THE LOCATION OF ALL DU M PSTER STRUCTURAL ELEMENTS INCLUDING BUT NOT LIMITED TO SLAB EDGES, WALLS, COLUMNS, OPENINGS AND ENCLOSURE DETAILS DEPRESSIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO LAYOUT OF THE SHEET NUMBER BUILDING. RESOLVE ANY DISCREPANCIES. TO THE BEST OF THE ENGINEER -OF -RECORD'S KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE S10 DEPICTED ON THESE DOCUMENTS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. HVAC ABBREVIATIONS & AND 0 ROUND AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL AS AIR SEPARATOR AUTO AUTOMATIC BFF BELOW FINISHED FLOOR BLDG BUILDING BLW BELOW BM BEAM BOT BOTTOM BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR BTWN BETWEEN CAP CAPACITY CF CHEMICAL FEEDER POT CFM CUBIC FEET PER MINUTE CHWP CHILLED WATER PUMP CLG CEILING CLG COOLING CO CLEAN OUT COL COLUMN COMB COMBINATION CONIC CONCRETE COND CONDENSATE CONN CONNECT CONST CONSTRUCTION CONT CONTINUE/CONTINUATION CONTR CONTRACT/CONTRACTOR COORD COORDINATE CTR CENTER CUFT CUBIC FEET CV CHECK VALVE DB DRY BULB DET DETAIL DIA DIAMETER DIAG DIAGONAL DISCH DISCHARGE DIV DIVISION DMPR DAMPER DN DOWN DWG DRAWING EA EACH EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EL ELBOW ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EWT ENTERING WATER TEMPERATURE E/A EXHAUST AIR ET EXPANSION TANK EXIST EXISTING EXP EXPANSION EXPJT EXPANSION JOINT EXT EXTERIOR F DEGREES FAHRENHEIT FD FIRE DAMPER FL FLOOR FLEX FLEXIBLE FLG FLANGE FPM FEET PER MINUTE FS FULL SIZE FS FLOOR SINK FT FOOT/FEET FTG FOOTING GA GAGE/GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERATOR GPM GALLONS PER MINUTE GR GRADE HD HEAD HORZ HORIZONTAL HP HORSE POWER HTG HEATING HX HEAT EXCHANGER IN INCH INL INLET INSUL INSULATION INWG INCHES WATER GAUGE LB POUND LB/HR POUNDS PER HOUR LAT LEAVING AIR TEMPERATURE LF LINEAL FOOT LOC LOCATION LVR LOUVER LWT LEAVING WATER TEMPERATURE MAN MANUAL MATL MATERIAL MAX MAXIMUM MBH ONE THOUSAND BTU PER HOUR MD MOTORIZED DAMPER MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTR MOTOR N NECK NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE O/A OUTSIDE AIR PD PRESSURE DROP PREL PRELIMINARY PRESS PRESSURE PSI POUNDS PER SQUARE INCH RIA RETURN AIR RH RELATIVE HUMIDITY REQD REQUIRED RUA RELIEF AIR RM ROOM RPM REVOLUTIONS PER MINUTE SF SQUARE FOOT S/A SUPPLY AIR SCHED SCHEDULE SECT SECTION SF SQUARE FOOT SD SMOKE DAMPER SHT SHEET SIM SIMILAR SLV SLEEVE SP STATIC PRESSURE SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STRUCT STRUCTURAL SUSP SUSPENDED T THERMOSTAT TD TEMPERATURE DROP TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VAV VARIABLE AIR VOLUME VEL VELOCITY VENT VENTILATION VERT VERTICAL VOL VOLUME WB WET BULB HVAC SYMBOLS A REVISION NUMBER - SHOWN ON PLANS -*—NUMBER OF DETAIL ON SHEET --- -+--NUMBER OF SHEET WHERE DETAIL APPEARS KEYNOTE 1 CONTINUATION SYMBOL Room f----� ROOM NAME AND NUMBER rl16"x8" SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) 16'78"� OVAL DUCT SIZE TAG (WIDTH / HEIGHT) 16'- = ROUND DUCT SIZE TAG (DIAMETER) SIA SUPPLY AIR O/A �� OUTSIDE AIR R/A RETURN AIR T/A—TRANSFER AIR E/A —� EXHAUST AIR ri SE/A—EXHAUST GREASE AIR OR DISHWASHER AIR SUPPLY OUTLET �Pi RETURN/EXHAUST INLET INLET/OUTLET SIZE C ��pp1..��..__ GRILLES, REGISTERS, AND DIFFUSERS TAG (0' - 0"AFF-) CFM ELEVATION (CENTER OF DIFFUSER FACE) TYPE (SEE SCHEDULE) MECHANICAL EQUIPMENT XXX -X MECHANICAL EQUIPMENT TAG 9 2" PIPE SIZE TAG (DIAMETER) ABOVE GROUND PIPING .,--.--PIPE SLOPE TAG 1/8"! 12" SLOPE BELOW GROUND PIPING If --- NV. ELEV:-5' 1" PIPE INVERT ELEVATION TAG CD CONDENSATE DRAINAGE PIPE DROP c—PIPE RISE PIPE TEE +---CAP PIPING TRANSITION QT THERMOSTAT/TEMPERATURE SENSOR HH HUMIDITY SENSOR 19 MOTORIZED ACTUATOR FS__DYl SMOKE DETECTOR HVAC GENERAL NOTES NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DIVISIONAL CONTRACT DOCUMENTS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL DOCUMENTS AND TRADES TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS BID AND INSTALLED. REFER TO HVAC BOOK SPECIFICATIONS FOR MORE PROJECT REQUIREMENTS AND INFORMATION. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE HVAC WORK. SUBMIT FULL SUBMITTALS OF ALL HVAC EQUIPMENT AND MATERIALS TO THE ENGINEER FOR REVIEW, WHETHER IT IS EXACTLY AS SPECIFIED OR NOT. WHERE ALTERNATE MANUFACTURERS ARE LISTED IN THE BOOK SPECIFICATIONS, ONE OF THOSE MANUFACTURERS SHALL BE PROVIDED UNLESS A REQUEST FOR SUBSTITUTION HAS BEEN SUBMITTED PRIOR TO BID AND THE MANUFACTURER SUBSEQUENTLY IS LISTED AS AN ACCEPTABLE MANUFACTURER IN AN ADDENDUM. FOR ALL EQUIPMENT WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DESIGN DRAWINGS, PROVIDE WITHIN THE SUBMITTAL A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE DRAWINGS. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL. BIND COMPLETE SUBMITTALS IN A THREE RING BINDER(S) WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. CONTACT ENGINEER FOR PRIOR APPROVAL TO SUBMIT PDF EMAILED SUBMITTALS. SUBMIT ALL HVAC PRODUCTS SUBMITTALS ALL AT ONE TIME. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL. INDEX ALL ITEMS AS APPLICABLE, SUBMITTALS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL. ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL. FOR ITEMS REVIEWED AND MARKED "REJECTED" OR "REVISE AND RESUBMIT', ONLY ONE ADDITIONAL RE -SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED BY THE ENGINEER TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE HOURLY RATE OF $150.00 WILL BE FILLED TO THE CONTRACTOR FOR THE ENGINEER'S TIME SPENT ON THE REVIEW. THE CONTRACT DOCUMENTS AND SUBMITTALS OF ALL TRADES SHALL BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION AND INSTALLATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. HVAC DRAWINGS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE HVAC SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTSH S ALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SUBMITTALS, AND SIMILAR CERTIFIED DATA. ALL HVAC EQUIPMENT INSTALLED OUTDOORS SHALL BE SECURED TO ITS SUPPORT AS DETAILED BY THE STRUCTURAL ENGINEER FOR THE REQUIRED WIND LOAD DESIGN. ALL EXPOSED MATERIALS, RTU UNITS, AND REMOTE CONDESING COILS, SHALL BE CONSTRUCTED OF NON-FERROUS MATERIALS AND BE PAINTED WITH SALTWATER PROTECTIVE COATING. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN ADEQUATE SERVICE SPACE AS REQUIRED. SERVICE SPACE SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL CEILING/FLOOR/WALL ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF HVAC EQUIPMENT WHETHER OR NOT IT IS SHOWN. ACCESS PANELS TO BE SELECTED BY THE ARCHITIECT, ALL HVAC EQUIPMENT SHALL BE LABELED WITH ENGRAVED, LAMINATED, PLASTIC SIGNS. SIGNS SHALL BE 1/8" THICK AND A MINIMUM OF 1-314" HIGH WITH 1" HIGH LETTERS. LENGTH OF THE SIGN SHALL BE THE SUM OF THE LETTERSMUMBERS PLUS 3/4" ON EACH END. EXTERIOR SIGNS SHALL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. ALL WALL MOUNTED THERMOSTATS AND SIMILAR SENSORS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 4'-O" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE SENSORS SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THE SENSORS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN INSULATED SUB -BASE. AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 40 HOURS OF TRAINING ON THE OPERATION AND MAINTENANCE OF THE HVAC EQUIPMENT. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON PARTS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. SUPPLY, RETURN, TRANSFER, EXHAUST, AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, SEAL ALL DUCT JOINTS WITH HARDCAST. ALL CONCEALED SUPPLY, RETURN, TRANSFER, AND OUTSIDE AIR DUCTS SHALL BE INSULATED WITH BLANKET TYPE INSULATION WITH VAPOR BARRIER (MINIMUM R = 6.0), ALL EXPOSED RECTANGULAR SUPPLY, RETURN, TRANSFER, AND OUTSIDE AIR DUCTWORK SHALL BE INTERNALLY INSULATED WITH RIGID FIBROUS DUCTBOARD WITH AN EPA LISTED ANTIMICROBIAL COATING (MINIMUM R = 6.0). ALL DUCTWORK INSULATION SHALL BE LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE, SECTION 604. ALL EXPOSED ROUND SUPPLY, RETURN, TRANSFER, AND EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED UNLESS OTHERWISE SPECIFIED. FLEXIBLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4" THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE, "THERMAFLEX" TYPE MAKE OR APPROVED EQUAL. FLEXIBLE DUCT SHALL BE ATTACHED WITH "THERMAFLEX" WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 6'-0". FLEXIBLE DUCTWORK SHALL NOT BE USED IN EXPOSED CONDITIONS. ROOFTOP UNIT NATIONAL ACCOUNT THE ROOFTOP UNITS SPECIFIED SHALL BE PURCHASED THROUGH TRANEMARSHAW TRANE NATIONAL ACCOUNTS BY OWNER. THE SUCCESSFUL CONTRACTOR SHALL CONTRACT TRANE /HARSHAW TRANE NATIONAL ACCOUNTS FOR DELIVERY INFORMATION. FOR DELIVERY INFORMATION, CONTACT JIM AIGNER @ (502)-499-700, FAX (502)499-7870 E-MAIL JRAIGNER@TRANE.COM KITCHEN HOOD AND ASSOCIATED EXHAUST DUCTWORK SHALL BE FABRICATED AND INSTALLED IN FULL COMPLIANCE WITH THE REQUIREMENTS OF NFPA-96 AND THE FLORIDA BUILDING CODE, INCLUDING CLEARANCES FROM COMBUSTIBLE SURFACES, FIRE PROTECTION, AND LOCAL CODE REQUIREMENTS, EXHAUST GREASE DUCTWORK TO BE FULLY WELDED STAINLESS STEEL. ENCAPSULATE DUCT IN 3M FIRE BARRIER 15A DUCT WRAP (UL 1978, ASTME El 19 AND NFPA 96 RATED FOR 2 HOUR PROTECTION), OR APPROVED EQUAL, PROVIDE 3" THICK WRAP (2 LAYERS). DISHWASHER DUCTWORK TO BE FULLY WELDED STAINLESS STEEL, WITH NO LOCATIONS CONSTRUCTED THAT PREVENT MOISTURE COLLECTED ON THE INSIDE OF THE DUCT FROM DRAINING BACK TO THE DISHWASHER. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS. ALL DUCTWORK SHALL BE LEAK TESTED W ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE WITNESSED BY THE TEST AND BALANCE AGENCY. DUCTS WITH A LEAKAGE RATE MORE THAN 2% WILL BE REJECTED. PROVIDE LEAKAGE TEST RESULTS TO ENGINEER. FABRICATE AND SEAL DUCTWORK TO THE 2" W.G. PRESSURE CLASS AND SEAL TO SEAL CLASS C. WHERE INDICATED ON HVAC EQUIPMENT SCHEDULES, EXTERNAL STATIC PRESSURE IS DEFINED AS NOT INCLUDING LOSSES DUE TO UNIT MOUNTED FILTERS OR MIXING BOXES. THOSE LOSES SHALL BE PART OF THE EQUIPMENT INTERNAL LOSSES, SAME AS THOSE CAUSED BY COILS, CABINET, ETC. ALL NEW DUCTWORK SHALL NOT BE STORED IN UNCLEAN AREAS. PROTECT ALL DUCTWORK FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION, ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION DUST INSIDE DUCTWORK SYSTEM. IF EITHER OF THESE PROCEDURES IS NOT CONDUCTED, THE ENTIRE ASSOCIATED DUCTWORK SYSTEM AND HVAC EQUIPMENT SHALL BE CLEANED TO THE ENGINEER'S SATISFACTION. WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM, ALL ELECTRICAL WORK IN THAT SPACE SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-70 (NEC) AS IT RELATES TO THAT APPLICATION. EXPOSED WIRE SHALL BE PLENUM RATED. THE USE OF PVC WITHIN THE PLENUM IS STRICTLY PROHIBITED. COORDINATE WITH OTHER INSTALLERS TO PREVENT THE INSTALLATION OF PROHIBITED MATERIALS. ALL DUCTWORK ELBOWS SHALL INCLUDE AIR FLOW DIRECTIONAL VANES AS PER SMACNA DUCT CONSTRUCTION STANDARDS. SPLITTER VANES SHALL BE PROVIDED IN ALL ELBOWS AND DUCT OFFSETS WITH ANGLES BETWEEN 15 DEGREE AND 90 DEGREES AS PER FIG. 2-5 OF THE SMACNA MANUAL. 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT. DUCTWORK, AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. COORDINATE LOCATION OF AIR DEVICES, WALLCAPS, ROOFCAPS, AND LOUVERS WITH ALL OTHER TRADES. ALL BALANCING DAMPERS SHALL BE OPPOSED BLADE TYPE. PROVIDE A ONE FOOT LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND BALANCE AGENCY IN IDENTIFYING ALL DAMPERS. REMOVE MATERIAL FROM EXPOSED DAMPERS AFTER SUBSTANTIAL COMPLETION. IN AREAS WHERE THE BALANCING DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE MANUAL REMOTE CABLE CONTROL EQUAL TO YOUNG REGULATOR MODEL 830ACC/270-896. ACCESS TO END OF CABLE TO BE FLUSH IN CEILING NEATLY CONCEALED WITH THREADED CAP. PAINT CAP TO MATCH CEILING COLOR. INDICATE LOCATIONS OF ALL CAPS IN A FLOOR PLAN INCLUDED IN THE SUBMITTALS AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. CONTRACTOR SHALL TEST ALL DUCT MOUNTED SMOKE DETECTORS, AIR HANDLING UNIT AND EXHAUST FAN INTERLOCKS AND FIRE ALARM CONNECTIONS AND REPORT ANY DEFICIENCIES TO OWNER, RETEST AS REQUIRED UNTIL ALL ARE FUNCTIONAL. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL DUCTWORK ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF HVAC DAMPERS, SENSORS, ETC., WHETHER OR NOT IT IS SHOWN. DUCT ACCESS DOORS SHALL BE MINIMUM 12" X 12" INSULATED AND DOUBLE GASKETED. ACCESS DOOR SHALL NOT REQUIRE TOOLS TO BE OPENED. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL AIR MOVING APPARATUS AND DUCTWORK. RECOMMENDED WIDTH IS 4", PROVIDE P -TRAPS AT ALL CONDENSATE DRAIN LINE CONNECTIONS. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE (MIN 1/8"/FOOT). INSULATE CONDENSATE DRAW LINES WITH T. THICK SEAMLESS CLOSED CELL UV RESISTANT RUBBER PIPE INSULATION. CONDENSATE DRAIN LINES TO BE COPPER. LINES SHALL BE ONE DIAMETER LARGER THAN THE UNIT DRAIN CONNECTION, BUT NOT LESS THAN 3/4 INCH. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION. HVAC CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2014 BY THE STATE FIRE MARSHALL'S RULE 69A3,012 F.A.C.: * FLORIDA BUILDING CODE 5TH EDITION (2014) - ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2014), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 5,20 * FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ADOPTED. (1) EXCEPT AS SPECIFICALLY MODIFIED BY STATUTE OR BY THE STATE FIRE MARSHAL'S RULES, THE "FLORIDA FIRE PREVENTION CODE, 5TH EDITION (2014)," WHICH IS COMPRISED OF THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2012 EDITION) AND THE FLORIDA SPECIFIC EDITION OF NFPA 1, THE FIRE CODE (2012 EDITION), ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S. IN ADDITION, THE FOLLOWING STANDARDS, EXCEPT AS SPECIFICALLY MODIFIED IN THE RULE CHAPTERS IN RULE TITLE 69A, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND SHALL TAKE EFFECT ON THE EFFECTIVE DATE OF THIS RULE, AS A PART OF THE UNIFORM FIRE SAFETY STANDARDS ADOPTED BY RULE BY THE STATE FIRE MARSHAL AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S.: * NFPA 13, 2010 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS * NFPA 70, 2011 EDITION, NATIONAL ELECTRIC CODE * NFPA 72, 2010 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE * NFPA 90A, 2012 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS * NFPA 90B, 2012 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITONING SYSTEMS * NFPA 96, 2011 EDITION, STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL COOKING OPERATIONS AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS, INC. (ASHRAE) (INCLUDING ALL APPROVED ADDENDUM): * ASHRAE FUNDAMENTALS 2017 * ASHRAE GUIDELINE 4-2008, PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS * ASHRAE GUIDELINE 11-2009, FIELD TESTING OF HVAC CONTROL COMPONENTS * ASHRAE STANDARD 62.1-2013, VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY * ASHRAE STANDARD 111-2008, MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS * ASHRAE STANDARD 126-2008, METHODS OF TESTING HVAC AIR DUCTS * ASHRAE STANDARD 152-2014, VENTILATION FOR COMMERCIAL COOKING OPERATIONS SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) (INCLUDING ALL APPROVED ADDENDUM): * HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, 3RD EDITION, 2005 * HVAC SYSTEM DUCT DESIGN, 4TH EDITION, 2006 * HVAC AIR DUCT LEAKAGE TEST MANUAL, 2ND EDITION, 2012 OTHER: * LOCAL CODES AND ORDINANCES NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE HVAC DESIGN DRAWINGS COMPLY WITH THE ABOVE CODE CRITERIA. WHEN TWO OR MORE CODES OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SHALL APPLY. HVAC LOAD CALCULATION DESIGN CRITERIA PROJECT LOCATION --- SANFORD, FLORIDA OUTDOOR SUMMER TEMP (DBMS) DEG FIDEG F 93.7/76.5 OUTDOOR WINTER TEMP (DB) DEG F 37.7 INDOOR SUMMER TEMP (DB/WB) DEG F/DEG F 75.0/62.6 INDOOR WINTER TEMP (DB) DEG F 70.0 FLOOR INSULATION R -VALUE R-0 WALL INSULATION (TOTAL) R -VALUE R-5 ROOF INSULATION (TOTAL) R -VALUE R-20 WINDOW GLASS TYPE U VALUE, SHADE COEF U-0.5, SC -0.5 HVAC OUTSIDE AIR CALCULATION / AIR BALANCE SUMMARY TAG AREA (SQ FT) NUMBER OF PEOPLE OUTSIDE AIR REQUIRED (CFM) OUTSIDE AIR PROVIDED (CFM) EXHAUST AIR PROVIDED (CFM) RTU -1 612 36 229 900 - RTU -2 1,641 116 1,186 1,400 - RTU -3 2,139 112 1,369 1,400 - RTU -4 - - - 6,000 - RTU -5 2,151 21 419 1,400 - EF -1 - - - - 1,840 EF -2 - - - - 1,875 EF -3 - - - - 1,596 EF4 - - - - 1,596 EF -5 - - - - 1,288 EF -6 - - - - 1,288 EF -7 - - - - 1,000 EF -8 - - - - 525 TOTAL AIR BALANCE 11,100 11,008 92 CFM POSITIVE NOTES: 1. CONTRACTOR SHALL CONFIRM THE ABOVE INSULATION VALUES WITH THE ARCHITECT, BUILDING ENVELOP SUBMITTALS, AND ENERGY CALCULATIONS PRIOR TO THE START OF CONSTRUCTION. MECHANICAL SUBMITTALS SHALL INCLUDE A CONFIRMATION LETTER STATING THEIR COORDINATION. 2. AIR CONDITIONING LOAD CALCULATIONS ARE ATTACHED TO THE ENERGY EFFICIENCY CODE FORMS. 3. THE REQUIRED OUTSIDE AIR DOCUMENTED IN THE CALCULATION SUMMARY ABOVE IS BASED ON CALCULATIONS RESULTING FROM ASHRAE STANDARD 62.1-2013. THESE CALCULATIONS ARE ATTACHED TO THE ENERGY EFFICIENCY CODE FORMS. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - (003590 Tampa, FL 33602 W: www.bdgllp.com W V) �R Wt.,.- _ O :)M m G( 0Z W O LL 1 V h C/) WW z O LL Oz W F_ o O THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS Of HOW MINOR. WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS: OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. Michael A. Costello, PE PE0081436 A. C NSF % No. 81436 '10 A7 IF kl 00 F `y510NAlL 1j,11 110% (MECHANICAL SEAL 11/3/2017 2:37:22 PM ISSUE BY I DATE T DESCRIPTION PROJECT INFORMATION BLOCK JOB # 17509 DATE: 7-6.2017 DRAWN BY: AC CHECKED BY: Checker SHEET TITLE HVAC LEGENDS AND NOTES I SHEET NUMBER I 0 .... ..... ..... ......................._............ ...................... .. g� 41 !- 20"x14" S/A o t':., 225 :: :.: '': •' ' 16 x RTU -4 :ht .:::.... ........ N , 14 H 860 ........... ........,.,,, ..,., 14" H 860 , :x.... i ....... ....... #1 I, 14 I: .,..... a 860. H AI..I. 1 8 0; I ;, I , m Q Q WO w, Er Zu- .. I I I ' 11 11 20 x76 R/A x I � I 1 w0� Z 710 i, 4x10 12"" 12"x10" .. L ..... I I I I 1 i ............... - I ' I C) T_ I I I I I n , II I I I I I Iko1 I I i F i I I EF R x. X I M - Al y 14"0 S/A " "E/A S� I I ..0 . ................ , , ,. ,,.'I. :'', !.:; .,,. ; '',, :' � I ,.. 11 14 D S/A....: r., —f' :,::, 11 14 S/A,, : 14 D S/A I :..I: 14 S/A 12 EIA E „ I ., .:...., TU II 1 10 x12 E r C n � .... �, .... 11 E 125 � 10 x10 SE/A I ... I I _ _... p t �� I I vwpxx ;tPtHtl 1 'a a� 1. , n , , „ .1 „h a� �: ,: ., .:{1 , : ,tt I , . r�, �„ � ��tI.F..,r .: I t°� E � 175 , � ,__., I 11 11 16 x16 S%A I 1 32"1 S/A :, e 24"40" S/A I y EF -6 I � r:: I I of a I ---�: 1 10x10 S/A I : 27 x67 S/A E r1 � �. �,,. � � � �~.-.:.�.k.,< . r ::::: rr r , : ,E.;: 1 ; EF -8 g x2 24" /A 7 r 16 " D S/A I 71 �n11�Q11 yin I c x f I S t I I I I t i 11 :'.'.r+wuR:.a ...t. '• .xr�. m,,i'"F, 6 , , �1� y D ;, � ...., .ni,, , ,: , ..,, •:. .,ov„«,,, ,,., ,:,, ,, x>, »,�, ,,,,,,, , .,. s �.n r, ,,.<,,, ,r tvx",. e„i ,. „ .,.,,., q �.xumuy,,,�p 4H.. trN _a'ravm 0 OO "hum wtm!l ' I i ' „r. 12"x1 0u 12u x 1 0 u — 6L 660 660RTU3 o I 12"X10" K - RTU-3ToFT l , 20"x14" S/A I a„ x I x I 12"x10" i I 1 I - a I „ : 9 z,. II I I r, I ;, I , m Q Q WO Er Zu- .. I I I ' 12"x1;Q" 300 I x I � I C!) w0� Z O11 TYP. r 4x10 12"" 12"x10" .. L ..... a I I I 1 i ............... - I ' I C) T_ I I I I I n , II I I I I I Iko1 O D1LEVEL 1 HVAC PLAN 0 4' 8' 16' B 7111 x 20"x14" S/A x G 550 x 30"18" SLA x I 12"x10" YY; •F , .... - S :. 260 II I I < I ;, I , m Q Q WO O Zu- .. I I I iy P I j 12"x1;Q" 300 I 0 C!) w0� Z 12"Q1 S/A 12 I : - 12" D S/A ILLZ I I I 1 i ............... - I I I � k• 13 'l ! ° ij ~ u R k„ ke � a,, 1-- C) T_ I I I I Iko1 I I i F i I I R x. X G 12„ "I�.. 550 550 G 550 � G 550 SEE I ; _ I SEE '�, , , I ... .. .. . ... .. „,.,,,,,I, ..: . , . ,,.•.,.. , 11 SEE501.. I . , ..,..,....... SEEI I 501 YY; •F , .... fit Y S :. A ❑9 ' I II I " ! 12'"x10" I I I I 260 I I I I I r I I. 1 ! I , 12"x10" I 260 II I I < I ;, I , m 19 1 S/A: t: 0� ❑T RTU -1 ! 12"x10" 'L 10" \f/3-15 � i( I i I 0 ................ 7 KEYNOTES 1. KITCHEN HOOD. INSTALL HOODS IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. SUSPEND FROM STRUCTURE AS REQUIRED BY STRUCTURAL ENGINEERS & HOOD EQUIPMENT SUPPLIER INSTALLATION WITH STRUCTURAL CONDITIONS PRIOR ROUGH -IN- REFER TO HOOD DRAWINGS. 2. FAN -FORCED MOUNTED CEILING HEATER, FURNISHED BY OWNER. INSTALLED BY ELECTRICAL CONTRACTOR. 3. FAN -FORCED SURFACE MOUNTED CEILING HEATER, FURNISHED BY OWNER. INSTALLED BY ELECTRICAL CONTRACTOR 4. UNIT HEATER. 5. INSTALLED OWNER FURNISHED FLY FAN. 6. WATER HEATER CONCENTRIC VENTS, SEE DETAILS. 7. COORDINATE DUCT PENETRATION THROUGH TRUSSES WITH TRUSS MANUFACTURER. 8. ROOFTOP UNIT LOCATED ON ROOF, REFER TO MECHANICAL ROOF PLAN, SEE DETAIL 10/M501. 9. THERMOSTAT REMOTE SENSOR FOR RTU DESIGNATED. INTERLOCK WITH CORRESPONDING THERMOSTAT IN OFFICE. MOUNT ON WALL @ 66" A.F.F. 10. ROOFTOP UNIT AND UNIT HEATER THERMOSTATS INTERLOCKED WITH CORRESPONDING REMOTE SOR.7DIFFU ON 66" A 3 11. REF R TO ER MOUNTI G DETAIL 15/ 501.DUCT EL USSES ABOVE LIS. 13. NO FLEXIBLE DUCTWORK ALLOWED FOR EXPOSED DUCT. 14. DUCTWORK EXPOSED, HOLD AS HIGH AS POSSIBLE. COORDINATE TE WITH STRUCTURE. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com NERALD iii 01, M11 1 w;: 205 N. ARMENIA AVE, #102 TAMPA, FL 33609 TEL. (613)'995.0300 FAX '(613)995.0400 FLORIDA ENGINEERING BUSINESS #002784 COPYRIGHT 2016 - EMERALD ENGINEERING W o r� V Q UJ r O M o O < m Q Q WO O Zu- (y U 0 C!) w0� Z O ILLZ 0 1-- C) T_ THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS IHEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN—RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER Of ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS, Michael A. Costello, PE PE0081436 ' I PEL I COsr L 12"x10" i `L'�`•'•••C E NNO •••.«.F� No. 81436 7k' 2 F W I 1 < ss'�ONAL �tyG z MECHANICAL SEAL 10/12/20178:53:37 AM L 12"x10" ISSUE BY DATE DESCRIPTION 3 10-16-2017 OWNER COMMENTS �r. t� I .._ _. .. .i 11 11 ......... ........ ....... .. ....... ,,.a :16x12 S/A 1 I 0 3 I '12 t � I I I ,.11 TYP:; r� 111 11 PROJECT INFORMATION BLOCK JOB # 17509 DATE: 7-6-2017 DRAWN BY: Author I r� CHECKED BY: Checker 9 1 "e.Rt.hep»a:.d:.ms*rnameo-:nw.enn:%r..+normo r I SHEET TITLE I LEVEL 1 HVAC PLAN I SHEET NUMBER I M101 A 114 IN = 1 -0" 0 4' 8' 16' iil a KEYNOTES 1. CONDENSING UNIT FOR MEAT COOLER, FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER SEACOAST COATING ON CONDENSER COIL IN FIELD. 2. PROVIDE REFRIGERANT PIPE GOOSENECK. COORDINATE WITH ROOFING AND REFRIGERATION CONTRACTORS. 3. CONDENSING UNIT FOR WALK-IN FREEZER, FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER. PROVIDE SEACOAST COATING IN FIELD. 4. CONDENSING UNIT FOR BEER COOLER, FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER. PROVIDE SEACOAST COATING IN FIELD. 5. CONDENSING UNIT FOR WALK-IN FREEZER, FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER. PROVIDE SEACOAST COATING IN FIELD. 6. PROVIDE CONDENSATE PIPING, SEE DETAILS. 7. KITCHEN HOOD EXHAUST FAN ON FULL PERIMETER INSULATED ROOF CURB.COORDINATE FLASHING AND WEATHERPROOFING WITH G.C. 8. EXHAUST GREASE DUCT OPENING; REFER TO M101 FOR CONTINUATION. 9. ROOFTOP UNIT ON FULL PERIMETER INSULATED ROOF CURB; COORDINATE FLUSHING AND WEATHER PROOFING WITH G.C. 10. SUPPLY AIR DUCT OPENINGS; REFER TO M101 FOR CONTINUATION. 11, CONDENSING UNIT FOR ICE MACHINE FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER. PROVIDE SEACOAST COATING IN FIELD. 12, EXHAUST FAN IN FULL PERIMETER INSULATED ROOF CURB; COORDINATE FLUSHING AND WEATHER PROOFING WITH G.C. 13. RETURN AIR OPENING, REFER TO M101 FOR CONTINUATION. 14. DISHWASHER HOOD EXHAUST FAN ON FULL PERIMETER INSULATED ROOF CURB; COORDINATE FLUSHING AND WEATHER PROOFING WITH G.C. 15. DISHWASHER EXHAUST DUCT; REFER TO M101 FOR CONTINUATION. GENERAL NOTES COORDINATE LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH STRUCTURAL AND PROVIDE ALL OFFSETS AS MAY BE REQUIRED. MAINTAIN A MINIMUM OF 10'-U' BETWEEN OUTSIDE AIR INTAKES AND EXHAUST FANS/PLUMBING VENT TERMINATION. EQUIPMENT SHALL BE SECURED TO STRUCTURE PER REQUIRED FBC WIND RATING.. 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com A LD w� s 205 N. ARMENIA AVE, #102 TAMPA, PL 33609 TEL. (813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS#002784 COPYRIGHT 2016 - EMERALD ENGINEERING UJ o 17509 DATE: 7-6-2017 DRAWN BY: Author w� Checker Q D M _ OQ Q m Q O w zu p � wo U� U3 Z O LL Oz F— (n w 0 F_ C:) THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS"I ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE Of THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS, THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS, ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS, Michael A. Costello, PE PE0081436 ���9Pf,tfll��f c -L A. ICps� iii CEN No. 81436 y OT= Q. MECHANICAL SEAL 11/3/2017 2:37:23 PM ISSUE1 BY I DATE I DESCRIPTION PROJECT INFORMATION BLOCK JOB # 17509 DATE: 7-6-2017 DRAWN BY: Author CHECKED BY: Checker SHEET TITLE ROOF HVAC PLAN I SHEET NUMBER I M103 HVAC ELEVATION -NORTH 1/4" = 1'-0" HVAC ELEVATION -WEST 0 4' 8' 16' .I J 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgilp.com ING ff ME M r, 1: 205 N. ARMENIA AVE, #102 TAMPA, FL 33609 TEL. (813) 995.0300 FAX (813)995-0400 FLORIDA ENGINEERING BUSINESS #002784 COPYRIGHT 2016 - EMERALD ENGINEERING W JOB # 17509 U) 7-6-2017 DRAWN BY: Author >� W ti O �M = OQ 0 mo Q O WO ZLL Wo U� U) Z O �Z O W o �Q F' o THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF, AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR'tONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS. REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS. OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. Michael A. Costello, PE PE0081436 A. Cpsr •ENS•' F� O No. 81436 AT` OF �a SCO. OR1�P NAS, EN ECHANICAL SEAL 11/3/2017 2:37:26 PM IISSUEI BY I DATE I DESCRIPTION I PROJECT INFORMATION BLOCK JOB # 17509 DATE: 7-6-2017 DRAWN BY: Author CHECKED BY: Checker SHEET TITLE HVAC DUCTWORK SECTIONS I SHEET NUMBER I - EXTEND CONDENSATE TO A POINT 36" BEYOND RTU ON DOWNHILL SIDE OF ROOF AND SPILL ONTO ROOF (BY C.C.). ALL PIPING TO BE DWV-COPPER, ROOF -TOP PACKAGE A/C UNIT UNION — SCH 40 PVC OPEN VENT z r, N UNIT CONDENSATE CONNECTION PIPE STAND (STACK AS NEEDED) CONDENSATE DRAIN PIPING DETAIL_ M501 SCALE: NONE TRUNK DUCT * SPIN -IN FITTING * BALANCING DAMPER WITH LOCKING QUADRANT EXTRACTOR BRANCH DUCT. SEE PLANS FOR SIZE * SPIN --IN FITTING WITH SCOOP AND BALANCING DAMPER AS MANUFACTURED BY ROYAL METAL PRODUCTS OR APPROVED EQUAL. D,DBRANCH DUCT CONNECTION SCALE: NONE NOTE: ALL DUCTWORK SHALL BE AS RUN AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY. nl In�`�n�nolt TO STRL DUCT SUPPC SHORT Ri 90 E MOUNT DIRECTLY TC BOTTOM OF 90° ELE 18 GA. GALVANIZ SHEET METAL WIl CAULKED JOINTS a FASTEN TO ROOF CURB WITH 1/2" GALVANIZED STRAP WITH SHEET METAL SCREWS SEAL OPENING WATERTIGHT REFRIGERANT ALINE GOOSENECK DETAIL SCALE: NONE (EXPOSED DUCTWORK) UII I UJLI\ DUCT CONNECTION DETAIL SCALE: NONE FACTORY ASSEMBLED ROOFING HINGED HOOD WITH 10"-0" MIN. FROM LATCH, BIRD SCREEN ADJACENT EQUIP, AND FLEXIBLE AIR INTAKES, ETC. DIAMETER VARIE WEATHERPROOF - PULL VAPOR BARRIER ELECTRICAL CABLE TO DOWN AND CLAMP WITH VD PERMIT INSPECTION GASKET BETWEEN UNIT AND 1" THICK BLANKET AND CLEANING. INSULATION. LAY AND (3) #8 SHEETMETAL OVER ENTIRE BACK SCREWS OF DIFFUSER BODY. CEILING I COOLING TUBE z TREATED WOOD NAILER --UP-BLAST FAN 0 DETAIL_ 12" FABRICATED, MIN 14GA. W z URB BY HVAC INSTALLED BY GENERAL CONTRACTOR SPACER BLOCK 7F SHIM AS REQUIRED TO LEVEL UNIT. INSULATED WALL INSULATION 1/4" PLATE OR STACKEDPPORT ANGLES WASHERS Zj(�tCj AS REQUIRED BY CURB **1/2"0 BOLTS, NUTS, ANDDUCT AIR VELOCITY THROUGH DUCT WASHERS ON 24" CENTERS. ROOF OPENING NOT LESS THAN 1500 C.F.M, MIN. THREE REQUIRED PER REQUIRED FOR CO'UITBEAPERCROMUP-BLAST MBSILCODE SIDE. DUCTWORK DESIGN. SSE STRUCTURAL EXHAUST FAN DETAIL_ 8 FRAMING. M501 1$ SCALE: NONE (EXPOSED DUCTWORK) UII I UJLI\ DUCT CONNECTION DETAIL SCALE: NONE PERFORATED CEILING DIFFUSER T -BAR PERFORATED 17 SUPPLY DIFFUSER DETAIL SCALE: NONE ROOF TOP PACKAGED A/C UNIT GASKET SEALER 20 WOOD NAILER u BY G. C. INSULATION BY G.C. ROOF ROOF MNTG. CURB =�EWOOD DECK & ROOFING TO RUN CONTINUOUS UNDER UNIT EXCEPT AT DUCT OPENINGS 3 CURB DETAIL FOR RTU'S SCALE: NONE ' ;ONCEALED LOCATIONS ONLY) FASTEN FLEX WITH PANDUIT STRAPS 3" MINIMUM EXTENSION FLUSH MOUNTED, OPPOSED BPERESC RADIAL EgAMPER DIFFUSER FLEX DUCT g CONN" TO DIFF DETAIL M501 SCALE: NONE 7'TOP UNIT JRN AIR OPENING D \ MANUAL BALANCING DAMPER TOP RETURN AIR DUCT OPENING DETAIL SCALE: NONE MIN 18 GA STRAP BOLT (4) PATTERN CONTROLLERS ROOFING (ADJUSTABLE) OR BUTT DUCT INSULATION 1. ALL CONCEALED SUPPLY, RETURN AND FIRMLY AGAINST DECK DIFFUSER BODY. - PULL VAPOR BARRIER 0.25 D (4" MIN. PER SMACNA) DOWN AND CLAMP WITH VD DRAWBOARD. GASKET BETWEEN UNIT AND 1" THICK BLANKET SHEETMETAL BAN INSULATION. LAY AND (3) #8 SHEETMETAL OVER ENTIRE BACK SCREWS OF DIFFUSER BODY. CEILING I PERFORATED CEILING DIFFUSER T -BAR PERFORATED 17 SUPPLY DIFFUSER DETAIL SCALE: NONE ROOF TOP PACKAGED A/C UNIT GASKET SEALER 20 WOOD NAILER u BY G. C. INSULATION BY G.C. ROOF ROOF MNTG. CURB =�EWOOD DECK & ROOFING TO RUN CONTINUOUS UNDER UNIT EXCEPT AT DUCT OPENINGS 3 CURB DETAIL FOR RTU'S SCALE: NONE ' ;ONCEALED LOCATIONS ONLY) FASTEN FLEX WITH PANDUIT STRAPS 3" MINIMUM EXTENSION FLUSH MOUNTED, OPPOSED BPERESC RADIAL EgAMPER DIFFUSER FLEX DUCT g CONN" TO DIFF DETAIL M501 SCALE: NONE 7'TOP UNIT JRN AIR OPENING D \ MANUAL BALANCING DAMPER TOP RETURN AIR DUCT OPENING DETAIL SCALE: NONE MIN 18 GA STRAP BOLT --' EDGE OF ROOF TOP UNIT, ROOF CAP ROOFING TO BOLT OR EXHAUST FAN 1. ALL CONCEALED SUPPLY, RETURN AND **1/4" BOLT W/WASHERS AND DECK FAN MAIN FRAME - LOCKWASHERS THRU UNIT 0.25 D (4" MIN. PER SMACNA) INSULATED SHEET METAL CONSTRUCTION IN FRAME AND CURB AND THRU UNIT GASKET BETWEEN UNIT AND CABINET. 16" ON CENTER WHERE FRAME AROUND FULL PERIMETER OF CURB POSSIBLE. AVOID DRILLING COIL AREA. SEALANT AT ALL SCREW. APPLIES TO TWO LONGEST SIDES. DETAIL PENETRATIONS BY HVAC' FLASHING----_� zmk TREATED WOOD NAILER BY ROOFER 12' �_ 10 MOUNTING DETAIL_ 12" FABRICATED, MIN 14GA. W z URB BY HVAC INSTALLED BY GENERAL CONTRACTOR SPACER BLOCK (R) VALUE OF 6.0. ALL JOINTS SHALL BE SHIM AS REQUIRED TO LEVEL UNIT. N INSULATION 1/4" PLATE OR STACKEDPPORT ANGLES WASHERS Zj(�tCj AS REQUIRED BY GENERAL CONTRACTOR **1/2"0 BOLTS, NUTS, ANDDUCT "REINFORCING SHOWN WASHERS ON 24" CENTERS. ROOF OPENING AS IS FOR 180 -MPH MIN. THREE REQUIRED PER REQUIRED FOR ULTIMATE WIND LOAD SIDE. DUCTWORK DESIGN. SSE STRUCTURAL FOR CONNE=CTION TO ROOF 2. DUCT SHALL BE SECURELY SUPPORTED, HUNG FRAMING. WIND RESISTANT ROOF CURB DETAIL 1$ M501 — SCALE: NONE PROVIDE 1" WIDE 22 GA, STRAPS, 10 FT. FLEXIBLE CC FULL SIZE ( CONNECTION TOP OF CUI BE SET DEA SINGLE PLY MEMBRANE NOTE: SECURING STRAP MUST BE FIELD INSTALLED TO PREVENT MOVEMENT OF TERMINATION KIT IN SIDE WALL. VENT o VENT 11 _ ° O 0 COMBUSTION AIR1" COMBUSTION AIR INLET VANES NOTE: THE TANKLESS WATER TO WALL HEATER CONCENTRIC VENTING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. CONCENTRIC VENT 4 TERMINATION DETAIL M501 SCALE: NONE ROOFTOP UNIT GASKET TYPE "J; K; L" SUPPLY AIR REGISTER 1x4 1" THICK BLANKET INSULATION/ - MIN. 10" DEEP PLENUM 4" LARGER THAN GRILLE SIZE S -SLIP ON 2 SIDES FITS ON T -BAR SEAL MOUNTED PERIMETER 1/2%1/2" EGG -CRATE CORE. TITUS 50FF. FITS ON T -BAR CEILING U u Df(T1T(TI - 1 T -BAR RETURN GRILLE DETAIL (KITCHEN.)_ SCALE: NONE r -CEILING RAFTER © 2'-0" O.C. ANCHOR DIFFUSER TO 2X RAFTER CEILING DIFFUSER MOUNTING DETAIL SCALE: NONE MANUAL BALANCING DAMPER DINING AREA SUPPLY REGISTER MOUNTING DETAIL SCALE: NONE �► ROOFING 1. ALL CONCEALED SUPPLY, RETURN AND DECK W - MAX. 20° 0.25 D (4" MIN. PER SMACNA) INSULATED SHEET METAL CONSTRUCTION IN TRANSITION --- ROOF JOIST 0 FRAME AROUND r RECTANGULAR DUCT OPENING PER STRUCTURAL DETAIL - DINSTALLED CEILING RTU UNIT UJI 10 MOUNTING DETAIL_ M501 W z SCALE: NONE TYPE "J; K; L" SUPPLY AIR REGISTER 1x4 1" THICK BLANKET INSULATION/ - MIN. 10" DEEP PLENUM 4" LARGER THAN GRILLE SIZE S -SLIP ON 2 SIDES FITS ON T -BAR SEAL MOUNTED PERIMETER 1/2%1/2" EGG -CRATE CORE. TITUS 50FF. FITS ON T -BAR CEILING U u Df(T1T(TI - 1 T -BAR RETURN GRILLE DETAIL (KITCHEN.)_ SCALE: NONE r -CEILING RAFTER © 2'-0" O.C. ANCHOR DIFFUSER TO 2X RAFTER CEILING DIFFUSER MOUNTING DETAIL SCALE: NONE MANUAL BALANCING DAMPER DINING AREA SUPPLY REGISTER MOUNTING DETAIL SCALE: NONE GREASE EXHAUST DUCT 2" rLLAIDLL UUUI-JLL TIGHTLY TAPE TWO PLAN FOR SIZE WRAPS PRIOR TO INSTALLING STRAP �( DUCT OR EQUIP. COLLAR 1" WIDE x 20 GA. STRAP WITH TIGHTENING SCREW T_T4 OUTER EDGE OF COLLAR -- SECURE STAP WITH SHEET MET& SCREWS 3'0.C. MAX. 1/8" MAXIMUM GAP FLEXIBLE DUCT CONN. M501 ' SCALE: NONE ^E SCREWED 12 GREASE DUCT DETAILS M501 SCALE: NONE BUTT DUCT INSULATION FIRMLY AGAINST DIFFUSER BODY. PULL VAPOR BARRIER DOWN AND CLAMP WITH VD DRAWBOARD. 1" THICK BLANKET SHEETMETAL BAN INSULATION. LAY AND (3) #8 SHEETMETAL OVER ENTIRE BACK SCREWS OF DIFFUSER BODY. o .. ' ..'. CEILING — KITCHEN T - BAR 16 DIFFUSER INSULATION DETAIL SCALE: NONE WASHER I USHED NUT ZOD 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com + W t' M 205 N. ARMENIA AVE, #102 TAMPA, FL 33609 TEL. (813).995.0300 FAX (813)995-0400 FLORIDA ENGINEERING BUSINESS #002784 COPYRIGHT 2016- EMERALD ENGINEERING W �► NOTES: 1. ALL CONCEALED SUPPLY, RETURN AND W TRANSFER DUCTWORK SHALL BE EXTERNALLY MAX. 20° 0.25 D (4" MIN. PER SMACNA) INSULATED SHEET METAL CONSTRUCTION IN TRANSITION ACCORDANCE WITH LATEST SMACNA 0 Q r RECTANGULAR DUCT STANDARDS. INSULATION SHALL HAVE AN I.i.. O W z DINSTALLED MINIMUM THERMAL RESISTANCE UJI o Cn W z o (R) VALUE OF 6.0. ALL JOINTS SHALL BE N o SECURELY TAPED WITH 3' WIDE GLASS � o FABRIC TAPE WITH FOSTER 30/35 MASTIC OR �D _ VOLUME DAMPER EQUAL. 2. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE CONICAL FITTING WITH 2009 INTERNATIONAL MECHANICAL CODE. LOCKING TYPE VOLUME PROVIDE 1" WIDE 22 GA, STRAPS, 10 FT. DAMPER. OR SIDE WALL SPACING FOR MAXIMUM HALF DUCT PERIMETER TAKEOFF EQUAL TO UP TO 30" AND ALL ROUND FLEX DUCT. FLEXMASTER STO. PROVIDE 1-1/2" WIDE 22 GA. STRAPS, 5 FT. _ \ SPACING FOR MAXIMUM HALF DUCT PERIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. \ STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 96". FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH D FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS 19 M501 SCALE: NONE GREASE EXHAUST DUCT 2" rLLAIDLL UUUI-JLL TIGHTLY TAPE TWO PLAN FOR SIZE WRAPS PRIOR TO INSTALLING STRAP �( DUCT OR EQUIP. COLLAR 1" WIDE x 20 GA. STRAP WITH TIGHTENING SCREW T_T4 OUTER EDGE OF COLLAR -- SECURE STAP WITH SHEET MET& SCREWS 3'0.C. MAX. 1/8" MAXIMUM GAP FLEXIBLE DUCT CONN. M501 ' SCALE: NONE ^E SCREWED 12 GREASE DUCT DETAILS M501 SCALE: NONE BUTT DUCT INSULATION FIRMLY AGAINST DIFFUSER BODY. PULL VAPOR BARRIER DOWN AND CLAMP WITH VD DRAWBOARD. 1" THICK BLANKET SHEETMETAL BAN INSULATION. LAY AND (3) #8 SHEETMETAL OVER ENTIRE BACK SCREWS OF DIFFUSER BODY. o .. ' ..'. CEILING — KITCHEN T - BAR 16 DIFFUSER INSULATION DETAIL SCALE: NONE WASHER I USHED NUT ZOD 100 S. Ashley Dr., P: 813 - 323 - 9233 Ste. 100 Lic. #: AA - 0003590 Tampa, FL 33602 W: www.bdgllp.com + W t' M 205 N. ARMENIA AVE, #102 TAMPA, FL 33609 TEL. (813).995.0300 FAX (813)995-0400 FLORIDA ENGINEERING BUSINESS #002784 COPYRIGHT 2016- EMERALD ENGINEERING W �► W �. O DM 0 Q 0 I.i.. O W z O LL CY_ UJI o Cn W z o z W o � o THESE DRAWINGS AND PLANS, ANY REPRODUCTION THEREOF. AND ANY CAD OR ELECTRONIC FILE OF THESE DRAWINGS AND PLANS (HEREINAFTER "PLANS") ARE THE SOLE AND EXCLUSIVE, PROPRIETARY PROPERTY OF BDG ARCHITECTS, AND MAY NOT BE REPRODUCED, PUBLISHED, MODIFIED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF BDG ARCHITECTS. USE OF THESE PLANS FOR CONSTRUCTION SHALL BE CONSIDERED ACCEPTANCE OF THE TERMS CONTAINED HEREIN AND THE SUITABILITY AND CONSTRUCTABILITY OF THE PLANS. THE PLANS SHALL NOT BE SCALED OR MODIFIED FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS. ANY CHANGES TO THESE PLANS, REGARDLESS OF HOW MINOR, WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; ANY CONSTRUCTION EXECUTED FROM THESE PLANS WITHOUT THE EXPRESS WRITTEN APPROVAL OF BDG ARCHITECTS; OR ANY CHANGE IN THE SCOPE, DESIGN, OR INTENT OF THESE PLANS FOR ANY REASON, BY ANY PERSON OTHER THAN BDG ARCHITECTS SHALL AUTOMATICALLY VOID ANY DESIGN -RELATED OBLIGATIONS BDG ARCHITECTS MAY HAVE ON THE PROJECT, AND RESULT IN THE FULL AND COMPLETE RELEASE OF BDG ARCHITECTS FROM ANY LIABILITY, CLAIMS, OR DAMAGES INCLUDING ERRORS AND OMISSIONS ARISING OUT OF OR RELATED TO THE PLANS. ANY DISCREPANCIES OR CONFLICTS IN THE PLANS SHALL BE REFERRED IMMEDIATELY TO BDG ARCHITECTS FOR CLARIFICATION PRIOR TO CONTINUING WITH THE WORK. FAILURE TO REFER DISCREPANCIES OR CONFLICTS TO BDG ARCHITECTS PRIOR TO PERFORMING WORK SHALL RESULT IN THE WAIVER OF ANY CLAIMS OR DAMAGES ASSOCIATED WITH THE DISCREPANCIES OR CONFLICTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, SCHEDULING AND CONFORMANCE OF ITS WORK AND ALL WORK PERFORMED BY SUBCONTRACTORS OR OTHER TRADES WITH THE DESIGN DOCUMENTS. Michael A. Costello, PE PE0081436 ot%- A. COsr ''oo �,\G E /VSFtiF�I No. 81436 O �Ir 1i- ..'0 e7% O TATE of Q 0 try, 01410' o X60 s�OIV LANG ��I11 t MECHANICAL SEAL 11/3/2017 2:37:26 PM ISSUE1 BY I DATE I DESCRIPTION PROJECT INFORMATION BLOCK JOB # 17509 DATE: 7.6-2017 DRAWN BY: Author CHECKED BY: Checker SHEET TITLE HVAC DETAILS SHEET NUMBER M501