Laserfiche WebLink
0 <br />0 <br />w <br />0 <br />0 <br />I I <br />fn <br />N <br />r <br />U O <br />c <br />L <br />0 <br />c <br />0 <br />0 <br />c <br />0 <br />(V <br />0 <br />0 <br />au <br />c O <br />0 <br />II <br />r- <br />U c0 <br />c <br />0 C17 <br />0 <br />60 <br />a) <br />00 <br />o O <br />c <br />0 <br />L <br />0 <br />0 <br />0 <br />c <br />0 <br />c O <br />0 <br />GENERAL NOTES: <br />1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR <br />PROVIDING PROTECTION FOR ALL EXISTING CONDITION <br />TO REMAIN THROUGHOUT DEMOLITION. <br />2. WIRING TO ALL ELECTRICAL DEVICES SCHEDULED FOR <br />REMOVAL SHALL BE REMOVE BACK TO THEIR DISTRIBUTION <br />PANELS AND DISCARDED. <br />3. ALL FLOOR, CEILING, AND WALL FINISHES ARE EXISTING TO <br />REMAIN, UNLESS OTHERWISE NOTED. <br />4. METAL JAMBS FOR ALL DOORS <br />WALE TYPES: <br />OFFICE PARTITION <br />W-1 (TYPICAL UNLESS MARKED OTHERWISE): <br />362S162-33" METAL STUDS AT 24" O.C. WITH <br />SINGLE LAYER 5/8" G.W.B. EACH SIDE; PROVIDE <br />M.R. G.W.B. PER NOTE 1; FINISH EXPOSED TOP <br />EDGES OF G.W.B. WITH CONTINUOUS EDGE TRIM; <br />TO 12" ABOVE CEILING GRID.; BRACED TO ROOF <br />STRUCTURE AT 4'-0" C/C PER SSMA DETAILS. <br />ADD R-13 INSULATION WHERE INDICATED <br />FULL HEIGHT WALL PARTITION: <br />W-2 60OS162-33 METAL STUDS AT 24" O.C. WITH 5/8" GWB <br />EACH SIDE. PROVIDE SMOOTH FRP ON WALLS AT ALL WET <br />LOCATIONS PER PLAN; WALL BRACING AND BLOCKING PER <br />SSMA DETAILS. <br />INTERIOR WALL FINISH: <br />W-3 5/8" GWB OVER 162F125-18 CHANNELS @ 24" AGAINST <br />EXISTING WALL PANEL. TERMINATE CHANNELS 6" ABOVE <br />CEILING GRID. PROVIDE LINER PANELS WHERE INDICATED. <br />W_4 1 HOUR WALL ASSEMBLY U658 — PERIMETER <br />(TYPICAL UNLESS MARKED OTHERWISE): <br />0.024" THK SMOOTH PRE —FINISHED METAL PANELS <br />OVER "ZEE" GIRTS WITH 0.024" THK LINER PANEL AT <br />INSIDE. ADD 2 LAYERS OF 4" ROXUL SAFE 65 <br />INSULATION, R=19, TIGHT IN BETWEEN PANELS. <br />W-5 2 HOUR WALL ASSEMBLY U659 — SEE PLAN <br />(TYPICAL UNLESS MARKED OTHERWISE): <br />0.024" THK SMOOTH PRE —FINISHED METAL PANELS <br />OVER "ZEE" GIRTS WITH 0.024" THK LINER PANEL <br />AT INSIDE. ADD 2 LAYERS OF 4" ROXUL SAFE <br />55 INSULATION, R=19, TIGHT IN BETWEEN PANELS. <br />1 SCHEDULES <br />SCALE NTS <br />FBC-APPROVED PRODUCTS LIST -OTHER * SEE ALSO SCHEDULES FOR ADDITIONAL <br />INFORMATION (WHERE APPLICABLE) <br />PRODUCT <br />SUB CATEGORY <br />MANUFACTURER <br />ST.OF FLORIDA <br />APPROVAL NO. <br />NOTES <br />DOORS <br />EXTERIOR DOORS - STOREFRONT <br />KAWNEER <br />FL8786 <br />IMPACT RESISTANT <br />WINDOWS <br />EXTERIOR WINDOWS . STOREFRONT <br />KAWNEER <br />FL8787 <br />IMPACT RESISTANT <br />DOUBLE INSULATED <br />*DOORS <br />ROLL -UP <br />OVERHEAD DOOR CORP <br />FL742.6 <br />IMPACT RESISTANT <br />"DOORS <br />SWINGING <br />DAYBAR <br />FL21861.2 <br />IMPACT RESISTANT <br />*VERIFY WITH PEMB / OWNER PRIOR TO INSTALL <br />LIGHTNING STEEL <br />CG19-014 <br />CONNELLY GROUP <br />Fc—FG-IC <br />O N S U L T ING E N G IN E E R S <br />Q200 <br />cu <br />2nd Ave South - #465 - St Petersburg, FL 33701 <br />Info®connellyengineering.com <br />o <br />(T) 813. 232. 8448 (F) 800. 698. 1945 <br />I!7 <br />....connellyengineering.cD <br />r <br />O <br />` <br />\ <br />FSC.CHAPTERI <br />DELI PERMIT LATENT, <br />A POW ROM SHALL RE CONSTRUCTED TO RE A LICENSE TO PROCEED W17H THE WORK <br />OFTIETIIE TECHNICAL COAS AUTHORITY DES. NOR SK41LL CANCELSET ABU ANY OF THE PROVISMINS <br />LANCE OF A�PERM PREVENT THE BULO <br />PROJECT <br />DATA <br />DESIGNER <br />Q) <br />OFFICIAL FROM THEREAFTER REIN MIND A CORRECTION OF ERRORS N PLAINS, <br />COMSTRUCTgI OR VIOLATION OF THIN CODE. EVERT POINT MSOEO SHALL BECOME <br />INVALID MUM THE WORK AIITIMROED BY SUN PERMIT M COMMENCED WITHIN SO <br />MORNS AFTER ITS NUANCE, OR E THE WORK AUIIDR EO BY SUCH PERMIT M <br />CRC <br />DRAWN BY <br />SUSPDDED OR ABANDONED FOR A PEN D OF BO MDNTNB AFTER THE THE THE WORK M <br />JJC <br />LLI <br />Q <br />WE HEREBY CUM THAT THESE RANG AND SPFCFICATWIS COMPLY WITH THE <br />REQUIREMENTS OF THE APPLICABLE BULOW CODES SPECM ON THE TITLE MEET <br />CHECKED <br />C3 <br />CRC <br />o <br />J <br />I— <br />LNJ <br />W <br />cn <br />s <br />2 <br />a <br />v <br />FBC <br />u� <br />r� <br />0 C3 <br />6TH EDITION <br />cu <br />c"(2017) <br />iu <br />CONNELLY GROUP CONSULTING ENGINEERS AND THEIR <br />C3 <br />AGENTS, RESERVES THE RIGHT TO REVISE DETAILS <br />UJ <br />SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT <br />a <br />IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE <br />U) <br />DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN <br />F- <br />CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD <br />w <br />VERIFICATION. <br />x <br />CD <br />W <br />N <br />�-- <br />C3Ln <br />cn <br />ao cn <br />cn <br />C' <br />C3 <br />�- <br />cJ <br />Z <br />z J <br />V <br />En <br />a -� <br />Z <br />C-) <br />J_ <br />V <br />�o <br />= V <br />in i_ <br />ILL. <br />J z <br />O W <br />q' N <br />DRAWING SETS <br />REVIEW 11.14.18 (01) -12.04.18 [021 <br />BIO 00.00.00 <br />PERMIT (BD REVIEW) 09.08.18 <br />PROFESSIONAL SEAL <br />DATE SEALED: SEPTEMBER 6. 2019 <br />R CO,�'�.,. <br />83886;_ <br />• <br />'— <br />C3 <br />x = <br />Wr <br />01 �A <br />NA <br />W <br />CHRISTOPHER R. CONNELLY. PE <br />a. <br />PE-FL63886 / CA -FL 26841 <br />J <br />a <br />SCHEDULES <br />c� <br />L <br />°° <br />A001 <br />cn <br />