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HomeMy WebLinkAbout100 Towne Center Blvd (revisions) 17-217510, 19, /1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Coostneflon Value -S $1,002,000.00 Job Addrrss: 100 Towns Centre Blvd, Sanford, 32771 Historic District., YesEl iqo T Parcel M.. 29 19 30 504 0000 0010 Residential 0 Commercial Type of Work- New P AdditionAft erationEl RepalrEl Demo D Change of Use 0 Move Deuription of Work.- CJt�j C,>f j� . ........ . Plan Rvyiew Contact persona _____ Title._ Phone: taxa Property Owner Infonnatlon Name Tim Barnett Phone: 502-515-7306 Strort: 60 C Dutchman's Lane 1> Resident of property?: No City, State ZAP: Louisville, KY 40205 Contractor Information Name WD Buffalo Coiistructioi'i, IncPhone:XX 502.327.4686 Screet:1-4 2700 Stanley G'ault Pky Fax: City, S tate Vjp.. M4 Suit e 13 0 , L 0 �Tl vi1Ie State License X% _CGCDGJ_8 33 KY 40223 ArctjjtecVEnq1ne9'r Information Name: BD6 Architeag phone: 813-323-9233 Street.. 100 S Ashley Dr STE 100 Fax: 813-323.9238 Cjjy,j,vt, 7 jpTampa FL 33602 'grogg.holdsworth@ bdmglIp.co Bonding Company: N/A 'N/A Mortgage Leader: Address: N/A Address. N/A App livAttion is hereby made to obtnilri a Walit to do the vlork and in"lations as indicatod. I mdfy that no voik or installation Im commetwod, prior to tb,- i&suancc of as periWt and that all work will tw performed to naw standards of all laws regulating con sftuation in this jurisdiction. I maderstand that a sqarste perWt Masi be wured for o1wrieni work, plumbing, migna, weng, pawl, foragres, boilers, heaters, tRnhm, n ak condiflomrs, etr, Fac 105.3 Shall bolusedbod Wth Medaft of Applivation and the code la tffect as of that date- Sm FAUQu(2014)Fiar1da0uftdj0gCoale Revised: jWW 30, 2015 FcuiitAppM*tian ti, _r 5 v ,Q 4 -ply CGR1 truss o be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-24 2x4 - 1 row at 0-7-0 oc, member 2-23 2x4 - 1 row at 0-4-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc, Except rnernber 25-26 2x8 - 2 rows staggered at 0-9-0 oc, member 26-27 2x8 - 2 rows staggered at 0-9-0 oc, member 27-28 2x8 - 2 rows staggered at 0-9-0 oc, rnernber 28-29 2x8 - 2 rows staggered at 0-9-0 oc, member 29-30 2x8 - 2 rows staggered at 0-9-0 oc, rnernber 30-31 2x8 - 2 rows staggered at 0-9-0 oc, member 31-32 2x8 - 2 rows staggered at 0-9-0 oc, member 32-33 2x8 - 2 rows staggered at 0-9-0 oc, member 33-34 2x8 - 2 rows staggered at 0-9-0 oc, member 34-35 2x8 - 2 rows staggered at 0-9-0 oc, member 35-36 2x8 - 2 rows staggered at 0-9-0 oc, member 36-42 2x8 - 2 rows staggered at 0-9-0 oc, member 37-40 2x8 - 2 rows staggered at 0-9-0 oc, rnernber 37-39 2x8 - 2 rows staggered at 0-9-0 oc, member 38-39 2x8 - 2 rows staggered at 0-9-0 oc, member 40-41 2x8 - 2 rows staggered at 0-9-0 oc, member 41-25 2x8 - 2 rows staggered at 0-9-0 oc, member 42-43 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, Except member 12-13 2x6 - 2 rows staggered at 0-5-0 oc, member 13-12 2x6 - 2 rows staggered at 0-5-0 oc. Attach ,rC w/ 1/2", diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3 -ply GOR,- truss to be connected together as follows: Top chords connected with '10d (0.131"x3") nails as follows: 2x6 - 2 rown; staggered at 1-0-0 oc. PERIMT Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 -'2 rows staggered at'l-0-0 oc. Web conn -,,,,ted with USP WS45 screws as follows: 2x<t - 1 row at 1-11-0 oc, 2x6 - 1 row at 1-11-0 oc. NAIL ONE PLY TO THE NEXT FOR ALL PLIES GILDER CONNECTION NOTE r TRUSS BRACING: Top chords: Structural Sheathing directly applied or properly attached and restrained purlins at spacing noted on sealed truss design drawings. Bottom Chords: Rigid Ceiling directly applied or properly attached and restrained purlins at 7-8-0 oc or as shown on sealed truss design drawings. Webs: Apply continuous lateral bracing (CLB) or approved alternate bracing method where needed ner sealed truss design drawinus. Note: Refer to sheet "S3" of the plan documents for all locations of Mechanical Unit roof penetrations. Truss have been deisgned per sheet "S3", however may not show all units on Truss Placement Plan. Please see enclosed truss drawings for all relevant bracing and bearing conditions. Truss are designed with all special loading needed to support Mech. units shown on structural page of print. Multi -Ply trusses to be attached together on the ground per nailing and/or bolt pattern on specific truss drawings prior to erection or any additonal load being applied to truss. Refer to individual truss drawings for ply to ply connections for CGR1 and CGR2 Z q) U) a) tx7 4r W WL O O (1) (1)© _ U) UO O p�y�gg .L w C2- C C) C d J U (t) fi d C O u) Q) (D)< v7 u) t>) O u7 . s? Q) Q) F, Q) m- C ([S Q) U) 3 O (n -0 0) U — q U fm C7)�� -a-3 DC7 O) -C— C7) CO q) O M N Q) IcN O ++ Q) W O iLU Ul 0)0 O d a U)0 U (U _(n Q) L `_ O a-• d Q) i2 ttL O i O% ie Q) d Q5 O 7 0 U) 0 Fn F� Q d W .& � U -r ® Q1 C E Q) Q) QJ p 0 -.00 CD U) c mmmmm__Im_ w____ SCALE 1/4" = 1'-0" {OCXSETS LOCK3F-1' NOTES: 1. ALL INTERIOR DOOR HARDWARE TD BE SCHLAGE TYPE "AL-S[R|E3`" R[[ BUYER 3PEC|RQgl0N3 FOR FINISHES. 2. KEY ALL LUCKS T0 WATCH ENTRANCE DOOR LOCKS. J. IF NO EXISTING PANIC HARDWARE ON EXISTING EXTERIOR D0UR3' USE E-1 FOR DOUBLE LEAF OPENINGS AND E-2 FOR SINGLE. L-1 ENTRY FUNCTION L-4 PASSAGE FUNCTION L-2 PRIVACY FUNCTION L-5 REMOTE RELEASE FUNCTION L-3 STORAGE FUNCTION L -O OFFICE FUNCTION L-7 THRU BOLT TDP AND BOTTOM -LEAF 1' STORAGE FUNCTION LEAF % STOPS *MATCH LOCKSET FINISH S-1 WALL STOP S-2 HINGE STOP PUSHIPULL TYPE MODEL FINISH BRAND P-2 1/LEAF PULL MANUFACTURER'S STANDARD CLOSFR TYPE MODEL # FINISH BRAND D-1 1/LEAF SURFACE CLOSER 7700 26 NORTON PANIC TYPE MODEL W FINISH BRAND E-1 SURF MNT RODDED PANIC NJANUF. STNDRD HS32D KAWNE[R E-2 PANIC -RIM DEVICE 98/98 RIM US32D VON DUPRIN �s�GENERAL� � � =�� � E S M ~ A. ALL DIMENSIONS ARE FROM FACE OF STUD, FAC[ OF MASONRY, OR FACE OF CONCRETE WALL. �,NY DkIENSIONS N1O`f SHOWN OR DEOVIED QUESTIONABLE ARE TU RE VERIFIED BY ARCHITECT/D[S|SNER. D0 NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED F0R ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRAD\']. D. PROVIDE MISCELLANEOUS SUPPORT FOR ALL CEILING SUSPENDED ITEMS. E. APP[/ SEALANT AT ALL JUNCTURES 8BN/E[N DIFFERENT MATERIALS (|.E. WINDOWS AND CAST STONE). F. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. G. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL M. INTERIOR STUD WALLS T0 BE 24" 0.C., U.N.O. ALL STUD BEARING WALLS TO BE 18^ 0.C. |. 4' HIGH WALLS TO BE TRIMMED AND 1x CAP INSTALLED J. REUSE EXISTING COUNTERTOPS AND CABINETS WHERE POSSIBLE NEW WATER HEATER k..DING DIVISION FQW,APERfvi!T�HxL[_ CONSTRUED[OOEA UCEwSETOPR0{�EVVNTHT;!EWORK AND WTI AS AUT�0P[rYn0V|0LA_7E'CANCFL.A/JER0RSF: T A3/DEANv`DF THEPH0V!5|0��OFTHE|CxL CO0E�.N08SH�LL!5U �aNCE0FAPERM�PREVEUT RHE mown HEqEAFTEH RE�IYR|NO��08HE�T!ONOF�RRORS|NPL�NS. CONS iPUC7l0m0RV|OLAT|0NS0FTHIS CODE DOOR LABEL ROOM NAME Re 41s , 41110N NEW INTERIOR NON -LOAD BEARING Y0\U- PLAN NOTE CALL OUTS 777 PERNT 0 NOTES:1 _ALL WALLS 0EXTEND 'To "THE BOTTOM OF 'THE CEILING GRID, APPROX. 9'-2^ A.F.F. 2 - PROVIDE CONCRETE WALLBOARD ON ALL WET AREA WALLS NU J O^ 25 GAUGE METAL TRACK �y -- WITH 3 1/2" WB�L STUDS � 24'' O.C.�� [ ' �� EX EXISTING WALL TO REMAIN PLUMBING LEGEND FIXTURE UNIT LOAD VALUES - FLORIDA FBC TABLE E103.3(2) DOMESTIC COLD WATER PIPING FLOW RATE GPM FIXTURE EXIST. DOMESTIC COLD WATER TYPE - - DOMESTIC HOT WATER PIPING „••..............•..... „ „ EXIST. DOMESTIC HOT WATER FVV------ li FILTERED WATER 2.7 HOT WATER RECIRC -------- VENT PIPING RESIDENTIAL -- - - -- WASTE (SANITARY SEWER) 3.0 w., EXIST. WASTE (SANITARY SEWER) RESIDENTIAL i -DGf--- I GATE VALVE 1.0 -DKF--- BALANCING VALVE COMMERCIAL -i/{ --- CHECK VALVE 3.0 -Q PIPE UP i FAUCET PIPE DOWN 1.5 ---t• HOSE BIBB RESIDENTIAL ---{I WALL CLEAN OUT 2.25 3.0 FLOOR DRAIN RESIDENTIAL ® FLOOR CLEANOUT 1.4 0 HUB DRAIN COMMERCIAL P-1 FIXTURE DESIGNATION GCO GRADE CLEANOUT FCO FLOOR CLEANOUT CO CLEANOUT DF DRINKING FOUNTAIN CW COLD WATER HW HOT WATER FD FLOOR DRAIN HD HUB DRAIN OD OVERFLOW DRAIN j RD ROOF DRAIN WC WATER CLOSET UR URINAL 1.5 L1 LAVATORY COMMERCIAL UR URINAL i 3.0 TIE INTO EXISTING RESIDENTIAL NOT ALL SYMBOLS AND ABBREVIATIONS O S IN THIS 3.0 LEGEND WILL APPEAR IN DRAWING. 4.0 PLUMBIONG PLAN SCALE: 1/4" = 1 1-0" MINIMUM PIPE SIZE & FLOW RATE, FBC 604.3 AND 604.5 FIXTURE UNIT LOAD VALUES - FLORIDA FBC TABLE E103.3(2) MIN. PIPE SIZE FLOW RATE GPM FIXTURE OCCUPANCY TYPE CW FU HW FU TOTAL FU BATHROOM GROUP RESIDENTIAL FLUSH TANK 2.7 1.5 3.6 BATHROOM GROUP RESIDENTIAL FLUSHOMETER VALVE 6.0 3.0 8.0 BATHTUB RESIDENTIAL FAUCET 1.0 1.0 1.4 BATHTUB COMMERCIAL FAUCET 3.0 3.0 4.0 BIDET RESIDENTIAL FAUCET 1.5 1.5 2.0 COMBO FIXTURE RESIDENTIAL FAUCET 2.25 2.25 3.0 DISHWASHER RESIDENTIAL AUTOMATIC - 1.4 1.4 DRINKING FOUNTAIN COMMERCIAL 3/8" VALVE 0.25 - 0.25 KITCHEN SINK RESIDENTIAL FAUCET 1.0 1.0 1.4 KITCHEN SINK COMMERCIAL FAUCET 3.0 3.0 4.0 LAVATORY RESIDENTIAL FAUCET 0.5 0.5 0.7 LAVATORY COMMERCIAL FAUCET 1.5 1.5 2.0 SERVICE SINK COMMERCIAL FAUCET 2.25 2.25 3.0 SHOWER HEAD RESIDENTIAL MIXING VALVE 3.0 3.0 4.0 SHOWER HEAD COMMERCIAL MIXING VALVE 1.0 1.0 1.4 URINAL COMMERCIAL 1" FLUSHOMETER 10.0 - 10.0 URINAL COMMERCIAL 3/4" FLUSHOMETER 5.0 - 5.0 URINAL COMMERCIAL FLUSH TANK 3.0 - 3.0 WASHING MACHINE RESIDENTIAL AUTOMATIC 1.0 1.0 1.4 WASHING MACHINE COMMERCIAL AUTOMATIC 2.25 2.25 3.0 WASHING MACHINE 15 COMMERCIAL AUTOMATIC 3.0 3.0 4.0 WATER CLOSET RESIDENTIAL FLUSHOMETER VALVE 6.0 - 6.0 WATER CLOSET RESIDENTIAL FLUSH TANK 2.2 - 2.2 WATER CLOSET COMMERCIAL FLUSHOMETER VALVE 10.0 - 10.0 WATER CLOSET COMMERCIAL FLUSH TANK 5.0 - 5.0 WATER CLOSET COMMERCIAL FLUSHOMETER TANK 2.0 - 2.0 HOSE BIBB ANY FAUCET 2.5 2.5 MINIMUM PIPE SIZE & FLOW RATE, FBC 604.3 AND 604.5 FIXTURE MIN. PIPE SIZE FLOW RATE GPM FLOW PRESSURE PSI MAX FLOW RATE DRINKING FOUNTAIN 3/8" 0.75 8 2.0 HOSE BIBB 1/2" 5 W 2.0 KITCHEN SINK 1/2" 2.5 8 2.2 GPM @ 60 PSI LAVATORY, RESIDENTIAL. 3/8" 2 8 22 GPM @ 60 PSI LAVATORY, PUBLIC 3/8" 0.5 8 0.5 GPM @ 60 PSI SINK, SERVICE 1/2" 3 8 2.2 GPM @ 60 PSI WATER CLOSET, FLUSH TAVK 3/8" 3 20 1.6 GAL URINAL 3/4" 12 25 1.0 GAL NEW PLUMBING FIXTURES ID QUAN. FIXTURE TRAP SIZE FU COUNT SS 1 SERVICE SINK 1.5" 2.0 a � z TOTAL W 2.0 PLUMBING PLAN NOTES: 1. ALL WORK SHOWN SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE AND LOCAL BUILDING ORDINANCES. 2. THE LICENSED CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (I.E. VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC.) WHEN REQUIRED FOR APPROVED OPERATION, ALL EQUIPMENT SHALL BE FURNISHED WITH ALL REQUIRED ACCESSORIES. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS WITH THE FACTORY WARRANTY. PRODUCTS SHALT_ BEAR RESPECTIVE A.S.T.M. STANDARD LABELS AND INSTALLED AS PER LISTING UNDER SUCH. 4. INSTALL SANITARY LINES SLOPE OF NOT LESS THAN 1/8" PER FOOTS" -6 AND 1/4" PER FOOT 1.5"- 2.5". 5. INSTALL PIPING AND EQUIPMENT ALLOWING ADEQUATE ACCESS FOR SERVICE TO VALVES AND EQUIPMENT OF OTHER TRADES. PROVIDE U.L. LISTED ACCESS PANELS IN WALLS AND CEILING WHERE ACCESS IS REQUIRED. 6, INSTALL CLEAN -OUTS AS INDICATED ON DRAWINGS AND EVERY 75 FEET, AT BASES OF STACKS, AND CHANGE OF DIRECTION. 7. SANITARY, VENT, AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40 PVC SOIL PIPE WITH DRAINAGE TYPE FITTING, SOLVENT WELDED. PRIME FITTINGS AND PIPE ENDS PRIOR TO WELDING, EXCEPTION: IN AIR CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING SHALL BE USED. 8. DOMESTIC WATER PIPE SHALL BE CPVC OR COPPER TYPE L ABOVE GROUND AND TYPE K BELOW GROUND. SOLDER FITTINGS USING LEAD-FREE SOLDER, AVOID JOINTS BELOW SLABS OR INSIDE WALLS WHENEVER POSSIBLE. 9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT LESS THAN 12 AS REQUIRED BY CODE. 10. ISOLATE COPPER PIPING FROM DISSIMILAR METAL, MASONRY OR CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR METHODS APPROVED BY LOCAL JURISDICTION. 11. PROVIDE PIPE SLEEVES FOR ALL CEILING, FLOORS, OR WALL PENETRATIONS. PACK WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L. SPECIFICATIONS. 12. PLUMBING FIXTURES SHALL BE FIRST GRADE VITREOUS CHINA CONFORMING TO ANSI STANDARDS. FURNISH TRAPS, VALVES, AND ALL TRIM TO COMPLY WITH ALL CODES AND ORDINANCES. AMERICAN STANDARD OR EQUAL. PROVIDE READILY ACCESSIBLE CONTROL VALVES AND ACCESS PANELS. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS. 13. EXISTING 40 GAL HOT WATER HEATER IN IT ROOM CEILING. 3 2295 S. HIAWASSEE RD, SUITE 304 ORLANDO, FLORIDA 32835 PH:407.298-5020 FX:407.298-5030 Owner: Kent Kirton Z Q N IL (d 03 a � z W �0 D a~ Architect of Record: John W. Burt - AR93163 Revisions: 2 11 -01 -17 -PLAN REVIEW 3 REMOVE DF, REPLACE HW HEATER, An NOTES FOR CPVC PIPING, 12/7/17 Date: Drawn By: Checked By: 8/5/17 NMD JWB Project No. 17-049 Sheet No.