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HomeMy WebLinkAbout3800 St Johns Pkwy 03-2129 Interior Remodelcou �G`�* `pf J SEE SITE PLAN FOR CONTINUATION 4' BOP. 19'-0 - EXTERIOR WALL Ell 11: INN Location WAREHOUSE No. of Sprinklers 14 Density .20 Design Area Size '1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32,46 12' 1/2' F_^ Building Section Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 38.41 1500 SQ FT - 40% = 900 SQ FT 40% DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 9'-0 CEILINGS - WAI 20 GPM/SQ 12'-0 MAX, ro I M � r L1 \ Fire Sprinkler Piping Plan TOTAL AREA 10,000 SQ FT. 4' TO WAREHOUSE 2'' TO OFFICE PRESSURE GAUGE 4' BUTTERFLY VA, W/ T.S. (WIRING BY ELECT. CONT.) t V' LOCAL ALARM O WATERFLOW SWITCH (WIRING BY ELECT. CONT) 6 HD CABINET WITH WRENCH 2' MAIN DRAIN ® DISCHARGE OUTSIDE FIN. FLR. SCALE -WAREHOUSE- FIN. FLR, N v D,I, 8 M,J, 90' ELL l' SLEEVE - SUITE D S.I.N, R3615 S.I.N. R1722 41 1 /2" (5.6K) 3/4"5(8.OK) 155' QR 200° SR RELIABLE FIFR RELIABLE F1 CHROME PEND BRASS UPR RECESSED NOOE1 a EXTERIOR WALL NOTE' CLASS 350 DUCTILE TO 5'-0 BEYOND THE BLDG ;D z 4' FIN, GRADE L TOTAL HEAD COUNT- 99 Riser Detail Underground Lead —In Detail No Scale No Scale No Scale W BELOW ROLL -BACK DOOR (TYPICAL OF 4) I S.I.N. R1735 YI•I' 1 /2" (5.6K 200' SR RELIABLE F1 BRASS HSW NO ESC. (2) 4' OS&Y GATE VALVES WITH TAMPERS (WIRING BY ELECT, CONT) 4' FLG 90' ELL 4' CLASS 350 DUCTILE Q FIN. GRADE - OFFICE - 1n rOMIOn UT Onn on ['T FLOW TEST DATA STATIC, 60 P.S.I. RESIDUAL+ 50 P,SI, FLOW, 1100 G,P,M, DATE, 2-8-02 TIME, 8!00 A.M. LOCATION, ST. JOHN'S PARKWAY BY: F.F.P. 4' AMES 3000 D,C,D.A. (BY F.F.P.) � z M � 4' FROM SUPPLY 4' M,J, 90' ELL ._ 4' CLASS 350 DUCTILE Q � I„1 Backflow Preventer Detail 4' TO BLDG No Scale General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2" thru 4' to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 1999 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced ill accordance with NFPA 13, 1999 edition, 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. HANGER #1 STEEL BEAM II T, B, C. 1 A. F1RE 1 1 1 CA 9 O Z � 1 \ 1 \ 1\ TO EXIST, LOT 9 . 1 a n x� INC ATR HANGER #2 LOCK NUT STEEL PURLIN HANGER RING Hanger Details EXIST, 6' A,W.W,A. VA. POINT OF SERVICE (P,OS) 1" CLC SIDEWINDER ZINC ATR HANGER RING No Scale -PARKING- 2 HYDRANT- fIECEIVED Site Plan Igo 4 ip �0 SCALE 1'=30' Inspectors Test Detail No Scale 00 o w_4 0 ct O E r—I �H 0 r�� F-MA 0 C� Fire Sprinkler Piping Plan -ST. JOHN'S PARKWAY- . _ �;J�P•l�t�c;r�_k:t::{kbt^1G (C+ A =r CF> r[ f2Ebil"lit) ANCG; ! A ?'. O(17t)h1/tl�'r 6i= A LICi'til T. ;HFti[' N(.rr Ar L IY PO - RCEe7J lV1TFi r".0 �f Fir ;77•_ •�� _�; ',-—F."-:;1 r3(=I•l.rtr. A f F:R1,n.r r,pr r.c�U_�9�. NVf ,;;t•Sr !. fir! TiON Ur F_':2fzCG2��E.R.F'rE17'rif�UliilNr�IF UILl7�Pi<; C�Ft UTfIEk Unl TPi�: Pi.Art , A �%l7ft�2��. 11ULATIOtyS 0it 7,V, CGr�c ONSTFtl (mrjf! Ld F Q �l KMT EO ` --- CONTRACT # C0103 DRAWN: HUMPHREY NORTH CHECKED 1 J.C. DATE + 5-25-03 TOTAL HEADS i 99 CURTIS 937912 AA SCALE I AS NOTED NITERS LAKE DRIVE, SUITE 21 L 33647 1 of t 597 407-466-2645 2 9''3 1 SHEET NO, T 9. 'pI J SEE SITE PLAN FOR CONTINUATION 4' B.O.P. 19'-0 - EXTERIOR WALL Location WAREHOUSE No. of Sprinklers 14 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32.46 I2• 1/2' �— Building Section Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 38.41 1500 SQ FT - 40% = 900 SQ FT 40Y DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 9'-0 CEILINGS No Scale - WAI .20 GPM/SQ 12'-0 MAX. Fire Sprinkler Piping Plan TOTAL AREA 10,000 SQ FT. 4' TO WAREHOUSE 2�' TO OFFICE PRESSURE GAUGE 4' BUTTERFLY VA. W/ T.S. (WIRING BY ELECT, CONT) v LOCAL ALARM O WATERFLOW SWITCH (WIRING BY ELECT. CONT.) 6 HD CABINET WITH WRENCH 2' MAIN DRAIN T7 DISCHARGE OUTSIDE FIN. FLR. SCALE I/8'=1'-0' -WAREHOUSE- FIN. FLR, a D.I. M,J, 90' ELL V� J 7TSLEEVE HEAD BELOW ROLL -BACK DOOR (FYPICAL OF 4) I S.I.N. R3615 S.B. R1722 S.I,N, R1735 41 3/4"5(8.OK) 1 /2" (5.6K 200' SR 200° SR DEF RELIABLE F1 RELIABLE F1 BRASS UPR BRASS HSW NOOE1 NOQES EXTERIOR WALL NOTE, CLASS 350 DUCTILE TO 5'-0 BEYOND THE BLDG M 4' FIN, GRADE TOTAL HEAD COUNT - 99 Riser Detail Underground Lead —In Detail No Scale No Scale ' - OFFICE - 1n CI3U10n CT nnn on rT N F7 FLOW TEST DATA FLOW TEST DATA STATICI 60 P,S.I, RESIDUAL, 50 P.S.L FLOW: 1100 G.P.M. DATE: 2-8-02 TIME: HO AN, LOCATION: ST, JOHN'S PARKWAY BY: F.F.P. (2) 4' OS&Y GATE VALVES WITH TAMPERS (WIRING BY ELECT, CONT.) 4' FLG 90' ELL O o o o 4' AMES 3000 D.C,D.A, 4' CLASS 350 DUCTILE (BY F,F.P.) q FIN. GRADE Z z M 4' M,J, 90' ELL 4' FROM SUPPLY General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all threaded piping C thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 1999 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition, 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. HANGER #1 HANGER #2 STEEL BEAM II T. B. C, LOCK NUT SIDEWINDER STEEL PURLIN INC ATR ZINC ATR HANGER RING HANGER RING Hanger Details No Scale 2'-6 C-O,F, \ BR \ \ As RISER \ DRlq Pv I�,p o \ (�9 IRE MPIN � a -OFFICE & WAREHOUSE- `\ / 0`1 o l� 1 \ TO EXIST, LOT 9 \ Qyy � R �Jl�lol��l�l — 4' D,C,D,A, BACKFLOW WITH 4' x 2f ' x 2�' F,D.C, -PARKING- 3 ` a In 1" GLOBE VALVE 0 V x 1-2 T-T n 1" 45' ELBOW !1" x 1/2" BUSHING WITH 5.6K S.O.S. FIN. FLR. Inspectors Test Detail No Scale 6' x 4_'-M.J, REDUCER -ST. JOHN'S PARKWAY- +2 , r EXIST, 6' A,W.W,A. VA. — '- - SAroFORa pulLDING DEPT. - �<<�v�,YP`� P2 POINT OF SERVISE (P,O,SJ 1HESI.: PLANS ARE REVIMVED AND ACONDITIONAL!Y CCEPTED FOF? PERMIT. A PERMIT ISSUeD SHALL Sea -'� CONSTRUED r O BE A LICENsL To PPnr -;7 WtFtd' O CANCEL, Iv�A'-n[iTYi�7Fi1 cTY.T.-� VIOLATE.''-_ L, ALTER, OR SE 3 sy T ASIDE ANY OF THE P HYDRANT F zovls!oly , OF THE TECHNICAL COpGS, NOR SHALL N Z Fs UANCE OF A 4' CLASS 350 DUCTILE cy- AuI Backflow Preventer Detail 4' TO BLDG No Scale ES \ CIS` 1RCU�A 1NG) RECEIVEE) PERN1T PREVENT THE E3UILUING DEP'r FROM THF;�FAE ;F3EQUIRING A CORREC- TION OF ERRCRS ON THE PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. id %026MR l- # Nil Site Plan I10 4 1� �° DAME CU`Ri"IS #7�12 SCALE 1'=30' 801 HI 1!\) r%i LAKE DRIVIV, SUI 12�1 TAMPA �� 33647 8i 6?99.8597 407-466-2645 �`Z1-3 C4 r-4� n in 04 ( pp� !� i A N04 L4 I � V I 0 x � ro w o 0. to a® ®� ,® C_ 0U e®� IM ro In a �cl�c� U oWaI boZ V 6 cc IM ®0 cc r-'—I r'--I P---1 0 -I r-I rr(D F•-+� cr••-I O CCS Fire Sprinkler Piping Plan Z o_ I-- n H U Li Q z 0 V) w Ld F- R E7 7- CONTRACT 4 C0103 DRAWN 1 HUMPHREY CHECKED 1 J.C, DATE 1 5-25-03 TOTAL HEADS : 99 SCALE I AS NOTED t 0f 1 SHEET N0, SEE SITE PLAN FOR CONTINUAiIUN 4, + U.G. B.O.P. 19'-0 - EXTERIOR WALL cation WAREHOUS ). of Sprinklers 1 :nsity .21 :sign Area Size 150, stem Demand At Base of Ri. 'M Discharge 375.3 12' 1/2' �- Building Section cation OFFIC I. of Sprinklers 1 !nsity .1 sign Area Size 90, stem Demand At Base of Ri. 'M Discharge 201.3' . �.. nLl I 1," I lU1V lrl\LL11 I UI\ vvlu \ RESPONSE HEADS IN 9'-0 CEILINGS No Scale - WARE[ ,20 GPM/SQ FT 12'-0 MAX. ST P i r o C n r i -rn l r l n r D i ,-\ -, -r-, .-r n I ,-, TOTAL AREA 10,000 SQ FT. 4' TO WAREHOUSE 21' TO OFFICE PRESSURE GAUGE 4' BUTTERFLY VA, W/ T,S, (WIRING BY ELECT, CUNT,) LOCAL ALARM O WATERFLOW SWITCH (WIRING BY ELECT. CONT.) l 6 HD CABINET WITH WRENCH 2' MAIN DRAIN DISCHARGE OUTSIDE Riser Detail SCALE 1/8'=I'-0' HEAD BELOW ROLL -BACK DOOR (TYPICAL OF4) SI,N, R3615 SLN. R1722 S.I.N. R1735 3/4"5(8.OK) 1 /2" (5.6K 200° SR 200' SR D41 RELIABLE F1 RELIABLE F1 BRASS UPR BRASS HSW NO ESC. NO ESC. TOTAL HEAD COUNT - 99 -WAREHOUSE- FIN, FLR, N 7 E M,J, 90' ELL J 7SLEEVE EXTERIOR WALL NOTE: CLASS 350 DUCTILE TO 5'-0 BEYOND THE BLDG FIN, GRADE M � 4' Underground Lead —In Detail N�NEENWA �__i -1—m—Now FLOW TEST DATA STATIC: 60 P,S,I, RESIDUALI 50 P.S.I. FLOW: 1100 GIP,M, , DATE: 2-8-02 TIME, 8:00 A.M. LOCATION: ST, JOHN'S PARKWAY BY: F,F,P, (2) 4' OS&Y GATE VALVES WITH TAMPERS (WIRING BY ELECT, CUNT.) 4' FLG 90' ELL o�o o�o 4' AMES 3000 D,C,D.A, 4' CLASS 350 DUCTILE (BY F,F.PJ Q FIN, GRADE aY Zp Z M i 4' FROM SUPPLY 4' M,J, 90' ELL 4' CLASS 350 DUCTILE A cy_ hA 4' TO BLDG Backflow Preventer Detail No Scale Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanica, roll grooved or cast iron threaded. All material, devices and installation to comply with NFPA 13 & 24, 1999 editions, and The City of Sanford. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. All firewall penetrations to be sealed in accordance with if'q t,a ina HANGER #1 HANGER #2 STEEL BEAM �J �+ T, B. C. LOCK NUT SIDEWINDER STEEL PURLIN ZINC ATR ZINC ATR HANGER RING TT _ __ T, I • i HANGER RING No Scale 1 BR -OFFICE & WAREHOUSE- A' ®RISER +30' 4;-PARKING- \ 1 1 1 \ 4' D,C,D,A, BACKFLOW WITH ® 4' x 2V x 2' ' F.D.C. TO EXIST. LOT 9 `V, UGl 6' x 4" M,J-ReDOCER ~- No Scale z 0 CL H U 0 W r=1 z 0 H W -ST, JOHNS PARKWAY- n EXIST. 6' A,W,W,A. VA, --- — — — - -� POINT OF SER-V--IC€ (P,OS) '3 4ESr' F''CANE, ARE Pllii .')C,) �. rn ACCEPT�:[j F.-OR REr;>, ;, r corlG?f±1C)f�JiFi t'Hu�ld:''j-E la wrr�l HYDRANT y� : L. aL r.: F , t ' Y F• , hi I<. ANY Or Ti, F c:5, N(M 5HAL F_ I - :! =^o- c.r->.:I J. r rHr pUiLotNr �L _ Dt pF GORP�f� . g 1=RrlCR:i. CfS T:--Ii= ',Ntn, ES \ �E� MAIN -. i o-muj V'uLA-n,�r„ o� T�� c�r�F:�. CTKJi� rJF .Trn1G) Cl 1J� V: 0,111 MITY j NORTH Site Plan 1�0 4 II5 �o ME CURTIS #37912 SCALE 1'=30' 80i, �1 NTERS LAKE DRIVE, SU E 221 TAMN ' FL 33647 813-299-8597 A07-466-2645 CCD (CJ r —1 re-�-•i Q wn l c Fire Sprinkler Piping Plan CONTRACT 4 C0103 DRAWN 1 HUMPHREY aC�l-�EY CD t J,C, DATE ; 5-25-03 TOTAL HEADS 1 99 SCALE : AS NOTED No Scale No Scale 1 Of 1 SHEET N0, SEE SITE PLAN FOR CONTINUATION 4 U.G. B4O.P, 19'-0 - EXTERIOR WALL IRMO Location WAREHOUSE No. of Sprinklers 14 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32,46 Building Section Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 38.41 1500 SQ FT - 40% = 900 SQ FT 40% DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 9'-0 CEILINGS No Scale - WAI .20 GPM/SQ 12'-0 MAX, Fire Sprinkler Piping Plan `DOTAL AREA 10,000 SQ FT, 4' TO WAREHOUSE 2f ' TO OFFICE PRESSURE GAUGE 4' BUTTERFLY VA. W/ T,S. (WIRING BY ELECT, CONT,) v LOCAL ALARM 0 WATERFLOW SWITCH (WIRING BY ELECT. CONT.) l 6 HD CABINET WITH WRENCH 2' MAIN DRAIN 7 DISCHARGE OUTSIDE FIN. FLR. Riser Detail No Scale SCALE 1/8'=1'-O' -WAREHOUSE- FIN, FLR, a V. D,I, M.J. 90' ELL 1' J� SLEEVE L" D, r—r'I \ V ss - SUITE D =AD BELOW ROLL -BACK DOOR (TYPICAL OF 4) I S.1.N. R3615 S.I.N. R1722 S.I.N. R1735 1 /2" (5.6K) 3/4" (8.OK) 1/2(RE " (5.6K 155' QR 200' SR 00' SR RELIABLE F1FR RELIABLE F1 LIABLE F1 CHROMEPEND BRASS UPR ASS HSW RECESSED NOOESC. O�ESC EXTERIOR WALL NOTE, CLASS 350 ➢UCTILE TO 5'-0 BEYOND THE BLDG 4' FIN, GRADE TOTAL HEAD COUNT - 99 Underground Lead —In Detail No Scale RECE1 MM �3 - OFFICE - tn rl)MlQn CT i ann on CT lipm I FLOW TEST DATA STATIC, 60 P,S.L RESIDUALS 50 PS.I. FLOW: 1100 G,P,M, DATE: 2-8-02 'TIME: 8:00 A.M. LOCATION ST. JOHN'S PARKWAY BY: F.F.P. (2) 4' OS&Y GATE VALVES WITH TAMPERS Z (WIRING BY ELECT, CUNT,) 4' FLG 90' ELL O^ o o o 4' AMES 3000 D,C.D.A. 4' CLASS 350 DUCTILE (BY F,F.P.) 4' CLASS 350 DUCTILE FIN. GRADE ifx Cp Z CIO E 4' FROM SUPPLY r� 4' M,J, 90' ELL 4' TO BLDG Backflow Preventer Detail No Scale General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. 2, All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 1999 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. HANGER #1 HANGER #2 STEEL BEAM II T. B. C, LOCK NUT SIDEWINDER STEEL PURLIN INC ATR ZINC ATR HANGER RING Hanger Details 1 \ As 1 1\ 904 ➢RMf \ FZRE 1 \ 1 f y O 1 \ \ \ \ 1\ 1 TO EXIST. LOT 9 x� UG1 EXIST, 6' A,W,W,A. VA, -{ POINT OF SER-V-IEE--(P,O,S) HANGER RING No Scale m HYDRANT Z -PARKING- SCALE 1'=30' V) 1" GLOBE VALVE 0 1" x 1-2 T—T 1" 45' ELBOW x 1/2" BUSHING WITH 5.6K S.O.S. FIN. FLR. Inspectors Test Detail No Scale -ST. JOHN'S PARKWAY- t5SUA 'nor-L Q,fz , t t um I 13ERMIT NORTH 4. CURTIISJ�OM2 - °Wl l t�' (, i� NTERS LAKE DRIVE, SUI E 221 EL 33647 8597 407-466-2645 ■ CI n h 6n 7 a. o: ■ C1 t � to 04 L4 O t •r :v t o ' x u® aw 2® ®Ce „ 0 C� ®U INN ty Co. d L� r mum Z A O C ®W t.1 a� m �4- ®x 0 Fire Sprinkler Piping Plan r Pq Z i 0- U Ld Q Z 0 H V) H W tY LLJ H Q Q Ej _]T CONTRACT # C0103 DRAWN ; HUMPHREY CHECKED ; J,C, DATE 1 5-25-03 TOTAL HEADS t 99 SCALE I AS NOTED 1 of t SHEET NO, REVISIONS PERMIT #. laq el.--..• e la5 io DATE eL " I ADDRESS 2800 C) P�w CONT'RACTOR-NnO-J CWS4fUC 0rl 770C qqy PH# FAX# DESCRRITION OF REVISION: q o 6,810�s 1 10 p P oev. oe-u) �4-J4 ��' UTILITI ITYftF SA�IFO ilu FEB 10 ?005 BLDG RECEIVED J, s.wT"'r 4Z4. r SAN1,'ORD FIRE DEPARTMENT ""'N ••�-5. FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Ft. 32771 / P. 0. Box 1788, Sanford, Ft. 32772 (407302-2520 / FAX (407) 330-5677 Pager (407) 91 8-0395 Plans Review Sheet Date: June 3, 2002 Business Address: 3800 ST Johns Park Way Oce. Ch. #38-#42> Ware House/New Business Business Name: Toni Ball Ware House Ph. () FAX O Contractor: Conrad Construction, Inc Ph. (407) 324-0444 FAX (407) 330-9445 Engineer: Freedom Fire Protection Pt (407) 830-7473 Fax (407) 830-1450 Reviewed [ ] Reviewed with comment [ X ] Rejected [ J Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner` /L Comment: Plans reviewed as >Warehouse/Business Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Fire sprinkler system plans already received. Fire Department will require fire alarm. Fire Sprinkler design ordinary hazard group #2,(warehouse),Light Hazard (office area). Ordinary Group Hazard type #2 shall have maximum storage of 12' ft. inside ware house. 1.1 Application — New Building. Type IV/Group F, Ordinary Group Hazard type #2 - Fire Sprinkled building 1.2 Mixed — N/A 1.3 Special Definitions — None 1.4 Classification of Occupancy — Warehouse/Business, 10,307 square feet 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress- doors meet minimal F.F.P.C. requrrrents 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K., will field verify SANFORD FIRE DEP4R7YVIENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K.; will field verify 29 Emergency Lighting- Not required in warehouse if building has sky lights 2.10 Marking of Means of Egress — Regisired to be lighted 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Provide a basic degree of cornparrnentation 3.2 Protection from Hazards — NIN 3.3 Interior Finish — Class "B" or `A' 3.4 Detection, Alarm and Communications Systems — NN 3.5 Extinguishing Requirements — as per NFPA 10; (3) three 3A10 BC Fire Extinguishers required (SEE BLUE PRINTS PAGE) (2) in warehouse one in office. 3.6 Corridors — One hour fire rating required per F.F.P. C. 38.3.6.1 - 4 Special Provisions - 5 Building Services 5.1 Utilities — 5.2 HVAC — A/C Units over 2000 C.EM require smoke detectors inside duct work 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required, plans received and reviewed Monitoring: Required by a U.L. listed Central Station for all mandated fire Sprinklered properties Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: Building; has fire sprinkler system. 3-6.1 Key Box — Required, see application highlighted area) 3-7.1 Bldg. Address Number Posted and Legible — Required, will field verify, see blue prints (New Address 2 54" MIN. 12" 42" MIN. I GRAB BAR TOILET PAPER Z O N Ir am GRAB BAR AT GRAB BAR AT BACK WALL SIDE WALL HANDICAP STALL ROOF DECK MEDICINE CABINET ER 5/8' X BD. EACH SIDE F DECK :NG R MID -SPAN MTL STUDS, 24- 0/C JSULATION PLATE 1 HRr F-IREWALL WP 1200 GYPSUM WALLBOARD, METAL STUDS One layer 6/e' type X gypsum wallboard or veneer base applied at right angles or parallel to each side of 35/e' metal studs 24" o.c. with 1" Type S drywall screws 8" o.c. to vertical edges and 12' o.c. to top and bottom runners and Intermediate studs. Stagger all vertical and horizontal Joints 24" o.c. each side and opposite sides. (NLB) Z X R N d 3' MIN JVMAX, 17" MIN. LPyAMR CLURAN FIG, 31B Thickness: 47/e" Limiting Height: Refer to Section VI'_/ Approx. Weight: 6 psf Fire Test: FMWP-45,6.19-68 OSU T-1770, 8.61 ULC 79T484, 79T500, 79T497, 8-12-81 ULC Design W415 Sound Test: NQC 2385, 7-28-70 ROOF DECK ROOF PURLIN VARIES M� TOP PLATE V V INSULATION \_ ACOUSTICAL DROP CEILING 3-5/8' MTL. STUDS <20 GA.) 16' ❑/C 1/2' DRYWALL EA. SIDE BLOCKING R MID -SPAN BOTT. PLATE 4' CONC. SLAB W/ 6XG 10-10 W.W.M. INTERIOR PARTITI❑N RIE *'W".1 B y Sanford J Ji le Date: c ent1' n Div. \6 DOOR SHEDULE 0 TYPE LOCATIDN A 3068 HALLOW CORE WOOD INTERIOR B 3068 METAL INTERIOR C 3068 METAL EXTERIOR D 6070 STOREFRONT GLASS EXTERIOR E 10'X 10' OVERHEAD METAL. INTERIOR F 14' X 14' OVERHEAD METAL EXTERIOR G 20'X 14' OVERHEAD METAL EXTERIOR H 3068 METAL HALF—LIGHT EXTERIOR I 3068 METAL FULL —LIGHT INTERIOR I" D 1T / PLAINS REVIEWED CITE' OF SAFOD L_�� ELOOR PLAN SCALE:1 /8"=1'-0" t W W o LO m CD r a O R O CV \ O O O r- 7 -5 0 W � PQco O W fa. c7 w r W U W ca CT w �1 H Q . o 00 C) I~ CQ T � O a� Cn Cp C\"� O� O a LJ Q cC < o l" --� n-- V) ry O -C O < m z 00 JOHN J. HERBERT, III, P.E. STATE OF FLORIDA REG. NO. 39505 FILE NAME BALL BUILDOUT J� JOB # 04310 2005 SHEET: 2 OF: Ll v 1 4" C.1 WATERCLOSET 3" C. PLUMBING RISER AT EACH OFFICE NO SCALE TO SERVICE (WHERE UNDERGROUND _ SERVICE NOT REQUIRED) 200 A MAIN BREAKER PANEL METER — NOTE: UNDERGROUND UTILITIES OPTIONAL WHERE NOT REQUIRED 3# 1 CU. 1 \ CONDUIT _ #4 CU TO GRD. ROD CWP ELECTRIC RISER NO SCALE **EACH UNIT E L E C T R I C A L S C H E D U L E DESCRIPTI❑N ITEM REMARKS FL❑URESCENT LIGHT 2' X 4' RECESS FL❑URESCENT LIGHT 1' X 8' FL❑URESCENT LIGHT 2' X 2' RECESS INCANDESCENT LIGHT 60 WATT BLDG, LIGHT ®► DUAL SPOT EXIT/EMERGENCY LIGHT EXIT � I BATTERY BACKUP EXHAUST FAN TO EXT, BLDG. DUPLEX OUTLET 120 VOLTS SPECIAL OUTLET 120 VOLTS SINGLE OUTLET ® 220 VOLTS WALL SWITCH (I -WAY) $ S.P.S.T. WALL SWITCH (3-WAY) $ 3 S.P,D,T, TELEPHONE 0 CABLE ELECTRICAL PLAN SCALE: 1 /8"=1 '-O" w a: a- Ln C)W N CD �� W s O z 1 O U c pop J ZD m o C> w � Q rn E- C� U 0-1 Cl, 0 w U w v� w w p 0 co Lam' co O O C'7 ul CD . 1 O CD G'? C/] fi Q O Z�- O w 0 N 0 �' Q �C o J Z 0 < < o il- o O cf) ry 0 Q ~ m nV) JOHN J. HERBERT, III, P.E. STATE OF FLORIDA REG. NO. 39505 FILE NAME BALL BUILDOUT r�------------- JOB # 04310 J 9905 SHEET: � OF:4 E L E C T R I C A L S C H E D U L E DESCRIPTI❑N ITEM REMARKS FL❑URESCENT LIGHT 2' X 4' RECESS FL❑URESCENT LIGHT 1' X 8' FL❑URESCENT LIGHT O 2' X 2' RECESS INCANDESCENT LIGHT 60 WATT BLDG, LIGHT ® DUAL SPOT EXIT/EMERGENCY LIGHI EXIT � t BATTERY BACKUP EXHAUST FAN TO EXT, BLDG, DUPLEX OUTLET 120 V ❑LTS SPECIAL OUTLET 120 VOLTS SINGLE OUTLET 220 VOLTS WALL SWITCH (I -WAY) $ S,P,S,T, WALL SWITCH (3-WAY) $3 S,P,D,T, TELEPHONE 0 CABLE REFLECTED CEILING PLAN - SCALE: Ld Lo CD 0 I CD ri II F aq \ ~ z o p CE Z o L Cwj V a O 9 m O rj a PEI U C Cry Gc'j V V w o V E w w V w w V a U Q, c.� w c� w cn w w Q Eco DC:) _ CIQ CQ CQ cQ wQ vS I CQ C=) L`- I 7 co CD cl) a z 0 w Cn V.) z c x � O Elf N < L1_� LiJ V C z O < < o L'- O ca --Jry o CD z < IW - z o m 0O v JOHN J. HERBERT, III, P.E. STATE OF FLORIDA REG. NO, 39505 FILE NAME BALL BUILDOUT JOB # 04310 Z005 SHEET: 4 OF: 4. UTILITY COMPANIES SERVICE LOCATION WATER & SEWER CITY OF SANFORD P.O. BOX 1788 SANFORD, FL. 32772 SO! ...ID WASTE CITY OF SANFORD P.O. BOX 1788 SANFORD, FL. 32772 TELEPHONE: BELLSOUTH '132 COMMERCE WAY SANFORD, FL. 32771 ELECTRICAL POWER: FLORIDA POWER & LIGHT P.O. BOX 2149 SANFORD, FL. 32772 GAS: FLORIDA PUBLIC UTILITIES 450 SO. HWY. 17-92 DEBARY, FL. 32713 CABLE: TIME WARNER COMMUNICATIONS 844 MAGUIRE ROAD OCOEE, FL. 34761 FIBER OPTIC: R'CI V El MAY A 2003 LEVEL 3 COMMUNICA­rIONS 1025 ELDORADO BLVD. BROOMFIELD, CO. 80021 FINAL SITE ENGINEERING 3800 ST JOHNS PARK'NAY SANFORD, CONTACT PAUL MOORE (407) 330_5 (1 4-0 EMILY McCABE (407) 302-94-14. MARTIN NOSIE (407) 327--0447 SHER! McCORIeI_L._!_ (407) 328--1909 DAN SCRIBBENS (386) 668-9319 MARVIN USRY (407) 532--8509 SONNY JAROCK MAPPING COOE�DINATOR (877) 366-8344 OR 720 888---3151 FLORIDA LOCATION MAP J LEGAL DESCRIPTION LOT 8, SANFORD CENTRAL PARK PHASE II, AMENDED, AS RECORDED IN PLAT BOOK 54, PAGES 8, 9, AND 10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLOIRDA PROJECT DIRECTORY OWNER/DEVELOPER: TOM BALL 511 CENTRAL PARK DRIVE SANFORD, FLORIDA 32771 TELEPHONE (407) 330-3238 FAX (407) 330--9445 ENGINEER: THOMAS H. SKELTON, P.E. AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 TELEPHONE (4-07) 327-7700 FAX (407) 32 7-0227 GENERAL CONTRACTOR: STEVE CONRAD CONRAD CONSTRUCTION, INC. 511 CENTRAL PARK DRIVE SANFORD, FLORIDA 32771 TELEPHONE (407) 330--3238 FAX (407) 330-9445 SURVEYOR: BLAIR KITNER KITNER SURVEYING 2597 SANFORD AVE. SANFORD, FLA. 32773 TELEPHONE (407) 322-2000 FAX (407) 322-2003 RECEI mNY 2 Z0 OF CENTRAL FLORIDA d PARCEL LD.# 28--19--30-5NR-0000--0080 PERMIT STATUS DATE ISSUED DATE EXPIRES INDEX OF Sl--IEETS SHEET _ DESCRIPTION '1 TITLE SHEET 2 CONSTRUCTION NOTES 3 SURVEY (PRE --DEVELOPMENT) 4 GEOMETRY & UTILITY PLAN _ PAVING, DRAINAGE AND GRADING PLAN 6 LANDSCAPE AND IRRIGATION PLAN DE'r- 1 CITE( STANDARD UTILITY DETAILS DET-- 2 CITY STANDARD UTILITY DETAILS (SET--- 3 CITY STANDARD UTILITY DETAILS PLANS ISSUED FOR: I DATE AMERICAN CIVIL LNGINPEFZING CO. 207 N. MOSS ROAD, SUITE 2.11 MINTER SPRINGS, FLORIDA 32708 (407) 327-7700 MAGI,-TS a CONSTRUCTION NOTES GENERAL: 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED ON 'THE PLANS. 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT 'TO INFORMATION SHOWN ON THESE PLANS AS APPROVED BY CITY OF SANFORD. 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: CITY OF SANFORD ENGINEERING PERMIT 4. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. 5. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURS OR PROPERTY. THE CONTRACTOR SHALL COVER THE ENTIRE COCTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES. 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS -GUILTS" INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, INVERTS OF STUUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED PLAT, 8. THE CONTRACTOR SHALL FARE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION AND AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 HOURS IN ADVANCE PRIOR TO ANY. TESTING AS INDICATED IN ITEM No. 8 ABOVE. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO SUBBASE PREPERATION. 11. FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT-OF-WAY OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF UDERGROUND GAS PIPE LINES. THE CONTRCATOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. 13. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE APPROVED BY MAITLAND AND 'THE ENGINEER PRIOR TO THE CHANGE BEING MADE IN THE FIELD, 14. UPON NOTICE FROM THE CONTACTOR THEAT THE CONSTRUCTION IS COMPLETE AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATISFATION OF THE ENGINEER AND OWNER, ALL REGULATORY AND GOVERNMEN- TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 15. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CIONSTRUCTION AND SHALL PROTECT ALL ADJACENT PROPERTIES AND RIGHTS -OF -WAY FROM DAMAGE BY EROSION, SEDIMENTAION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING SURVEY MONUMENTS, ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CONFLICTS WHICH RESULT IN CHANGES 'TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES, MINOR ADJUST- MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, ETC., SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR. CONSTRUCTION NOTES WATER DISTRIBUTION: 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SANFORD PUBLIC UTILITIES REQUIREMENTS, AND FLORIDA DEPT. OF ENVIIRONMENTAL PROTECTION. REQUIREMENTS. 2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARDS, POTABLE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C600 DUCTILE IRON PIPE AND 90% OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 STANDARD PROCEDURES FOR DISINFECTING WATER MAINS. 5. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 6. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH. CONSTRUCTION NOTES SANITARY SEWER SYSTEM: 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT. REQUIREMENTS. 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE MATERIAL AND PREPARE THE 'TRENCH AND INSTALL THE SEWER LINES IN ACCORDANCE WITH ASTM D-2321. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER THE PIPE TO FINISH GRADE. CONSTRUCTION NOTES GRADING: 1. EXISTING TOPOGRAFY AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: ACCURITE SURVEY DRAWING No.: CF#SC54-10 DATED: 02/8/01 REVISION DATE: 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY CONFLICT BETWEEN INFORMATION WITHIN THE PERORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. GEOTCHNICAL ENGINEER: YOVAISH ENGINEERING, CHRIS CONWAY REPORT No.(S): PN 01-856.01 DATED: APRIL 18, 2001 3, EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTIO, WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALT_ BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CONDITIONS OF THE VEGETAION. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO WITH SECTION 12Q OF THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM DENSITY PER A.A.S.H.T.O. T-180. 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS FOR RAOD AND BRIDGE CONSTRUCTION, LATEST EDITION, 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SJALL BE PERFORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OF MEDIANS. 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 12, THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE INSTALLATION. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING' TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED T0, FLOATING SILF BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FROM EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION NOTES DRAINAGE: 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH 'THE ST. JOHNS RIVER W.M.D. PERMIT ISSUED FOR THIS PROJECT, 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (ASTM C-76, CLASS III). CONSTRUCTION NOTES PAVING: 1. ALL PAVEMENT CONSTRUCTION SHALL BE INACCORDANCE WITH SEMINOLE COUNTY CONSTRUCTION SPECIFICATIONS, 2. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY, INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVEWAY. ANY (i'A!)ING QUESTIONS OR CONCERNS SHALL BE MADE KNOWN TO THE ENGINE';R SO THAT RECOMMENDATIONS CAN BE MADE PRIOR TO PAVING OR FINAL GRADING. PA`ANG,, `L PECIFICATIONS: ASPHALT PAVEMENT 1. SPECIFICATIONS FOR THE INTERNAL PAVEMENT ARE AS FOLLOWS: SUB --BASE REQUIREMENTS: (FOR SOIL CEMENT BASE) A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12" BASE REQUIREMENTS: BASE THICKNESS = 6" A). COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY AASHTO T--180 SURFACE COURSE: 1.50" FDOT ASPHALT CONCRETE TYPE III NOTE: FOR LIMEROCK BASE ADD STABILIZATION TO SUB -BASE ITEM. PAVING SPECIFICATIONS: CONCRETE PAVEMENT 1. SPECIFICATIONS FOR THE INTERNAL DRIVES AND PARKING AREA ARE AS FOLLOWS: BASE REQUIREMENTS: A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12". B), STABILIZE TOP 6" TO 50 PSI FLORIDA BEARING VALUE. PAVING SURFACE: 5.0" 3000 PSI FIBERMESII CONCRETE 2. CONTRACTOR TO PROVIDE ENGINEER WITH DRAWING OF PROPOSED SAW CUTS, CONTROL JOINTS AND EXPANSION JOINTS LOCATIONS FOR ENGINEERS APPROVAL. 1' BELOW GRADE L 1 11 u u u u (2) 1 X 1 X 4" POSTS THROUGH EACH HAY BALE. HAY BALES TO BE LAID SIDE BY SIDE. HAY BALE BARRIER CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION: 1. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. THE MODIFICATIONS MUST BE APPROVED BY THE DEPT, AND THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED FOR SUCH MODIFICATIONS OR APPROVALS. 2, OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF - SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- UP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDII- MENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF -SITE SHALL BE THE CONTRACTOR'S RESPONSI- BILITY TO REMEDY, THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION. 3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECDTED FROM EROSION THROUGH THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS OR DURING RAINFALL EVENTS. 4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF - SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS INDEXES, IF EROSION DEPOSITS REACH 'THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED, ANY DAMAGED OR INEF- FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES. THE LOCATION OF HAY BALES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT MANAGER. 5. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL BE PLACED AROUND INLET APPROXIMATELY 4 " OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN, COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (TYPE III) SHALL BE PLACED AROUND THE PERIMETER OF THE INLET OPENING IMMEDIATELY ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED SLPED MATERIAL ADJACENT TO INLET SHALL BE COVERED WITH EROSION CONTROL MATTING WITH OUTER LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES. 6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES. 7, DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHALL BE NOTED AND CORRECTED, OR AT THE DIRECTION OF THE ENGINEER 'OF 'RECORD, CONSTRUCTION NOTES DRY POND & SWALE RETENTION AREAS: 1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS, 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES. 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION AREA. THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAINTNANCE SHALL BE PERFORMED AS REQUIRED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY EXCAVATED BOTTOM. B. REPLACE EXCAVATED MATERIAL WITH CLi TAN SAND MATERIAL TO DESGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. CONSTRUCTION NOTES EROSION CONTROL: 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, EXCAVATIOIl, FILLING OR OTHER LAND DISTURBIING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS. 2. SEDIMENT AND EROSION CONTROL MEASURES SHALT_ BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST EDITION). 3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND NEEDED REPAIRS OR MAINTNANCE SHALL BE COMPLETED BEFORE WORK STOP FOR THE DAY, 4. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE AS LONG AS THE INLET IS PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR RUNOFF TO ENTER THE STRUCTURE. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS PROJECT UNTIL ACCEPTED BY THE OWNER, 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED. 7. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS, 8. EROSION CONTROL MEASURES Will BE MAINTEAINED AT ALL TIMES, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD. 9. ALL CORRUGATED METAL PIPES SHALL BE FULLY BITUMINOUS COATED. 10. ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA IS MADE READY. 1. PRIOR TO POND EXCAVATION, TURBIDITY BARRIERS (SILT FENCE AND/OR SECURED HAY BALES) MUST BE INSTALLED ALONG THE PERMITER OF ALL EXCAVATIONS. 2. ALL TURBIDITY BARRIERS WILL REMAIN UNTIL THE ENTIRE DRAINAGE SYSTEM CONSTRUCTION AND SODDING IS COMPLETE. .3. THIS PLAN IS THE MINIMUM REQUIREMENTS, CONTRACTOR MUST ADD ADDITIONAL EROSION CONTROL METHODS IN EXTREME CASES. 4. SILT FENCE TO BE 1' BELOW GRADE. CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL: 1. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES, METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR 'THE EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM - WATER DISCHARGE POINTS: 1. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS, 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES AT INITIAL STAGES OF CONSTRUCTION. 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETED. HANDICAP PARKING SIGN SPACE (FTP--25) 4 WHIITE STRIPE 12" FTO--25 PARKING BY DISABLED PERMIT 0 N LY EOP 4" WHITE STRIPE '(TYP) NOTE: THIS SYMBOL TO BE WHITE D,O.T. THERMOPLASTIC TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING NOTE: (HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT. 1996, AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCATION OF HANDICAPPED PARKING STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS SLOPE. NOTE: PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSBILITY CODE SECTION 4.6.1. fi MOTE: (I-IANDIOAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. Wo I r-A__ I 18,E 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) TYPICAL HANDICAP PARKING SIGNAGE a: z O o i o z P o r=i q H o crn Q r� w (24 Lli V) W O L.Lj 0 LLI z � m Q Q C�) EL r-�- (n O z L.� O c o z CD U 00 UNOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO. 42752 JOB # 02490 FILE NAME: BALL--GN SHT. # 2 OF 6 10 t U 33.35 33.67 3--- 3.80----- �-33.96---- Ck ST 33.65 34.52 JOHN'S BOULEVARD -� 9 9 9 0-Eo- 1 �S )ICATFB IRON & CAP #3382 P R 0 J, SHEF NO,, 02-506 3 -O.F 6 ___ = I N W C 0' 20' 40' SCALE: 1 " = 20' CROSSWALK 12.0' ® • (2) BOLLARDS 6" CONIC, SLAB (3000 PSI) 6x6/10-10 WWM 6' CHAIN LINK FENCE & GATES W/ PVC SLATS I 6" CONIC, SLAB (3000 PSI) I o W/#3 REBARS 12 O/C EA. WAY SLOPED PER GRADING PLAN I I L---_ --_--J 12.0' FRONT END LOADED REFUSE CONTAINER DETAIL NTS DESIGNED PER CITY OF SANFORD CRITERIA PARCEL I. D. # 28--19-- 30- 5N R- 0000- 0080 2 R 6' LONG PRECAST 6' LONG PRECAST a., GENERAL NOTES EXTRUDED CONCRETE CURB 6 6"_ CONCRETE BUMPER 2' MAX. CONCRETE BUMPER ----- EDGE OF PAVEMENT TACK WITH RC-30 f ��3„ 1, ALL LANDSCAPE AREAS TO BE SODDED, 2. • 3 I ALL LANDSCAPE AREAS TO BE IRRIGATED BY AUTOMATIC ® CONCRETE PAVEMENT �IIIIi= �I w SPRINKLER SYSTEM IIIII= IIIII `� �-- 3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED _^ - AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CON TRUE " ::: I =I DEVICES AND LOCATED AS SHOWN ON SITE PLAN. COMPACTED SUBGRADE — — I- I I. 4. HANDICAP SYMBOL SHALL BE WHITE THERMOPLASTIC. • IIIII=1111=IIIII_IIIII �1117IIIIIAIIIII 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM R/W, IIIII�IIIII�IIIII_IIIII-IIIII-IIIII=IIIII (2) No. 5 DOWELL - 3' LONG - -- (2) No. 5 UOWELL - 3' LUNG 6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS u SPECIFIED IN FLORIDA STATUTE 810,09, PARAGRAPH D. ' EXTRUDED CURB DETAIL PRECAST BUMPER DETAIL PRECAST BUMPER DETAIL 7. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF OPTIONAL N.F.S. N.T.S.THE BUILDING PERMIT. z ®• ® 8. CONTRACTOR TO VERIFY LOCATION OF ALL EXIST, UTILITIES. 0 I 9, NO 'FREES CAN REMAIN ON SITE DUE TO FILL. O ® 1 \ • -� CI \ CO ' \ • I U• ALL UTILITIES SHALL BE UNDERGROUND. 11. ALL UNSUITABLE SOILS UNDER BUILDING PAD AND PAVEMENT SHALL BE REMOVED AND REPLACED PER SOIL REPORT. 11, SOIL TYPE BASINGER-SMYRNA FINE SANDS PER SEMINOLE COUNTY SOIL SURVEY PARKING CALCULATIONS 10,450 SQ.FT, OFFICE/WAREHOUSE WAREHOUSEING (2) PARKING SPACES FOR THE 1st 4000 SQ.FT. �A (1) SPACE FOR EACf•1 ADDITIONAL 1,000 SQ.FT. LOT 10 \ QF D� /OO �(� > OFFICE (1) PARKING SPACE FOR EACH 200 SQ.FT. n' ZONED RI-1 LOADING RAMP DOWN ��' V�( /� OF s2 & 2,350 SQ.FT.(OFFICE) / 200 = 11.75 SPACES OFFICE WAREHOUSE ® WAREHOUSE (4000 SQ.FT.) = 2 SPACES / 12' 25' 10' '', 3,950 SQ.FT. (WAREHOUSE)/1000 = 3.95 SPACES SITE DATA DESCRIPTION SQ. FT. ACRES % OF SITE SITE AREA 78,408 1,80 100.0% BUILDING AREA 10,300 0.24 13,14% PAVEMENT 27,200 0.62 34.69% IMPERVIOUS AREA 37,500 0.86 47.83% OPEN AREA 40,908 ro _-9 4 52,17% �19 ^ 10' 6' CONIC, APPROACH s%' �� ® • I----50- ---- —_j I CONC. BLOCK DUMPSTER �� 370 ENCLOSURE PAINT OR STUCCO�� TO MATCH BUILDING 53 \ 2' \ �\ 3 ��\�� �� • OFFICE/ WAREHOUSE I 5' LOT 9 10 300 SQ FT ZONED RI-1 ` OFFICE/MANUFACTURING , N I r / U ` VIA A /1 6' 116, R=2' tYP. - /R=3/4' E 6' R_3, 1/4' 1T/ S - 2' 6, VARIES VARIES 1-1/4' - 2 6' 6' - e, 4 ° 6' SUBBASE 10ARIE2 ° n 4 SUBBASE VARIES 10' - 1 ' F,D,O,T, TYPE 'F' CURB i HEADER CURB VFlRIES R=3/{' 1/4' tYP. 1/4' — 1-1/4 - 2' �� YP 9 7, VARIES z 1 a. ° e SUBBASE VARIES 10, - 12 SUBBASE I0,- 12 w l " ,, - I-- —,,-I -I 2 • I MIAMI CURB RIBBON CURB N❑TESi 1. ALL CURBS TO BE CONSTRUCTED ❑F 20 DAY, 3,000 P,S,I, CONCRETE 2, 112' PRE -MOLDED EXPANSI❑N JOINT REQUIRED EVERY 500', C❑NSTRUCTI❑N JOINT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM). 3, 1/2' PRE -MOLDED EXPANSI❑N J❑INT REQUIRED AT EACH SIDE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS P❑INTS, 4• SUBBASE TO BE COMPACTED AND TESTED TO 98Y MINIMUM DENSITY WITH MINIMUM L,B,R, 40 BASED ❑N AASHT❑ T-180 MODIFIED PROCTOR TEST, 5. EXPANSI❑N J❑INT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB, STANDARD CURB CONSTRUCTION 21' ROOF HEIGHT AUTOMATIC FIRE SPRINKLER SYSTEM 01 I 35' o \ \ CO I I ( \_ I I �I I I 3 0' 01 5600 SQ. FT. j 2100 SQ. FT, 1400 SQ, FT, j 1200 SQ, FT / RISER ni I 0 10 6' SIDEWALK u v 11 EEFI }-•-10' 12'--� P - Fife Dept \. I 4" FIRE LINE Final _ 5' SIDEWALK U C.O. INV. 33.5 6' 110 L.F. -+-/- 6" PVC SAN. LAT, (9 1,0% SLSLO-PE(MIN) 1 6 3' h`(L7) -�:l 0'- —9 \ --•— 2 4' E� l� E— o F-- c� c C- 1=-1 T C �� I=-1 a �� �7 �� • EXIST. RECLAIM ---__--- _—, —_-- _2_ruERH&Nr�------------- LINE �" DDCV _ A —o —In' CITY OF SANFORD EXCLUSIVE UTILITY EASEMENT 2A NEW SIDE WALK 102' 3 5. 0 0' PROP. 1" WATER 1 2 & HC RAMP' �. .o.•.• ..,.,�. . .�.� ..� �. 1 .� dr® � ®m -.�. _. m . No— .� . METER & RPBFP �,,.. S 89'49 44 W 200,00 LIGHT POLE „o-, 12" RIBBON CURB I I NEW SIDEWALK PROP. C.O. -�- 2 s� & HC RAMP .�� INV. 32,50 '1 - - - HC RAMP EXIST. 4" ' 3s, - - - - - - - - - - EXIST. 5' SIDEWALK - ' ! M EXIST. SIDEWALK �l SERVES LOT 9 p1B80N CURE LK � - - - - - -• - - -- - - - - - - - - l CR05S WA PAINTED CROSS WALK ' � Lp AIN• STREET MAY REQUIRE OPEN CUT '-PAINTED �\ TO CONNECT TO SANITARY, SEE I DRIVEWAY OPEN CUT DETAIL, STAND. DETAIL. ST JOHNS PARKWAY PROP. WET 'TAP \ SHT, #1, FIG. 101 AND SLEEVE W/ \ CONTRACTOR TO FIELD VERIFY _ 6"x4"x6" TEE \ / i= SIZE OF EXIST. WATER LATERAL - _ __ _ - _ _ _ _ - AND 4" G.V. \ r CONTRACTOR TO FIELD VERIFY SIZE �J -- ---------------------------------------- \ , \ OF EXISTING SANITARY LATERAL - - = EXIST. 8" PVC SANS MAIN EXIST. SAN. MANHOLE \ CONTRACTOR TO FIELD VERIFY -- SIZE OF EXISTING WATER MAIN EXIST. FIRE HYDRANT d� WM f \\ wM r WM EXIST. DRIVEWAY ii wM'f Y'M A/C COMPANY WM "� \ wM WM WM ^'� WM � f' � �, • w®e � • °o®r�. .oewwwm�a �. • me•na� w®rw • mow OM-0 szm sa.wo • ® r.°m • a.® r•m+m•• • � � • ue�,w� • awe. m.s • vat • � Qom® • mmmoa �•m • m�oxs �sn • x•� • asri Nm \ wMlr- WM r WM 1 ® EXIST. DRIVEWAY NESCON, INC. 17.7 SPACES REQUIRED 30 SPACES PROVIDED BUFFER YARDS FRONT BUFFER YARD ADJACENT TO STREET 10' SIDE SETBACK ABUTTING COMMERCIAL 5' REAR SETBACK ABUTTING COMMERCIAL 5' BUILDING SETBACKS FRONT SETBACK 25' SIDE SETBACK 15' REAR SETBACK 10' SIGN LEGEND 10 STOP SIGN, 30" HIGH INTENSITY 0 STOP BAR, 24" WIDE, WHITE -THERMOPLASTIC 0 HANDICAP SYMBOL 0 HANDICAP SIGN O ONE WAY DO NOT ENTER �J � �1 C-9 CJ' `' N 0 0 0 0 I- O N T T S wt II m ICU'- O V O r' -S U w LLB T. Q E- E- Q w r-S - w CD O CO..) U 0 o p ramD-19 z � m CD V V U CD C;, O rz, O `O o w L.LJ 2� -(J-) CL, 'Ile 0 �7_ = O ca 0 D d z or_cn � V) _ j_j U co M O Lli co 1 1 2 29d I AS H. SKELTON, P.E. AS OF FLORIDA REG. NO. 42762 FILE NAME BALL -LOT 0 JOB # 023M El SHEET: 4 OF: 6 Y vyMt.J uivur.r� WWI ELECTRICAL VALVE EXIS t. DRIVEWAY NESCON, INC. } PARCEL I.D. 28-19-30-5NR-0000-0080 :LEND (30" HGT. PLANTED AT 30" O/C.) 12' HIGH, 4" CALIPER 9 TIME OF PLANTING. NO ALL PROPERTY LINES HIGH, 4" CALIPER © TIME OF PLANTING, NO ALL PROPERTY LINES tl6)' ht., Multi -Trunk BE SODDED (BAHAI) L BE FLORIDA # 1 GRADE OR BETTER. fERIAL DOES NOT MEET MIN. CODE REQUIREMENT T MATERIAL TO MEET CODE WILL BE DONE, 18STRUCT OR BLOCK SIGNAGE. QUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT AND FIRE HYDRANTS. NERAL NOTES. - DESIGNED & INSTALLED BY A LICENSED ZONES 1SOR 1 HEADS) POP-UP (0.5 GPM) 15 MIN. CYCLE = 7.5(60) = 450 GALLONS HEADS),CP-UP (0.75 GPM) 15 MIN. CYCLE - 30(11.25) = 340 GALLONS CS. FOR IRRIGATION SYSTEM ,000 SF. 'PD REQUIRED CONSTRUCT" RECLAIMED WATER TO THE PROPOSED DEVELOPMENT RIGATION SYSTEM, UTILIZING ALL BE INSTALLED BY THE PROVIDE TOTAL COVERAGE FOR ALL 1G HEDGES, TREES, AND GRASSED DSED DEVELOPMENT. W' ,CENT TO STREET 10' OMMERCIAL 5 ;OMMERCIAL 5' FBACKS 790 GPD REQUIRED K.; p rncoU W E x U Q w r) C o C VQ w � CQ o Q U v Q � o w w w z cn .Q o� W� Ak 0 o- \ V) z 1D 0 0 Q z w� < o �, w � Q V) M o 9 Q V� zp =ry 00 v� 0 00 1' 2 104' 4, P.E. IlUEG, NO. 42752 FILE NAME BALL -LOT 8 10B # 02335 SHEET: 6 OF: 6 SQUARE CUT EDGE OF EXISTING PAYMENT (TYP.) FINISHED GRADE -\ TRENCH WIDTH VARIES SEE NOTE 10 W/ SIZE OF PIPE L 2 MIN. ASPHALTIC CONC. WflU FLEXIBLE P VEMENT y v N 15 CUT. V W SEE N07E 2 ANGLE MAY VARY ~ � = z r-•SEE NOTE 4� w VWi * PIPE O.D. ... N 6" (TYP) SELECT COMMON Z o F FILL m z BEDDING ROCK °- fr PIPE BEDDING (SEE NOTE 8 A 9) �. `X� UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. iF MAXIMUM DENSITY AS PER AASHTO F COMPACTED TO 95X OF THE M M 2. TRENCH BACKFILL: COMMON FILL P T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAYED 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. 6. 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. B. 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 APPUCADLE. 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 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4„ 6„ 8„ 10» t2„ 14„ 16„ 18„ 20„ 24„ 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH 5HOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF PIPE:---- PVC _ _ HDPE * WORKING PRESSURE:_-__..__P.S.I._____ ^____ P,S.I. * SOIL DESIGNATION:_-_-___ _ ---- ------ * LAYING CONDITIONS:--_--- __-_�_ * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE QDLQE 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. Hlm B31YA IIUY104 Him 411VA 11BYLOM NIYIT KAYA 3N1 J POTABLE WATER MNN POTAau WATER WON POTAOLE WATER MAX 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. HIYN 931YA 010104 NT,11 B31YA m_uw Him NA1YA 3WYlOd roTemE WATER MAN FOrneLE WAA wvn POTABLE WATER MAN POTABLE WATER MAIN POTABLE WATER wvN rorAOLc WATER MART PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" l IER MAI MAX. POTARLE WATER MAIN 1" POTABLE 101ER MAIN I-• B INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING �L SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABI F. N{t�L�R 11Wl TER MAIr! WITH IDENTIFICATION TEE NTS PIPE IDENTIFICATION POi BA LE WAiER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTINGIRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" -MIN. CONC. WHEN FLEXIBLE PAVEMENT I N IS CUT A HOLE MAY VARY p SEE NOTE 2z Z 3 C� yWM,, xx SEE NOTE 4 PIPE O.D. 6" (TYP) Z -� SELECT o COMMON n i FILL m U, UNDISTURBED -� 0' EARTH U (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X 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.L. 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. 6. 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, 8. 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 TRENCH UMITS 18"+MIN. t �/4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B _ 6" MIN. (TYP.) TIE RODS INCLUDING 4" x 4" x 1/2' NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL �� -• I Irr-- C (8" MIN.) MECHANICAL BEARING PLATE \\� (TYP.) Em JOINTS /4 BARS ----` UNDISTURBED------i?a����kv EARTH ENCASE TIE RODS IF. - 1-1/2" PVC SLEEVl NOTES: 1. ADDITIONAL REINFORCEMEki 5 SHALL BE AS SPECIFIED BY THZ ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I.* D 4'-O' MIN, V- SEE TRENCH DETAILS FOR PIPE BEDDING REQUIREMENTS - 3" COVER SCHEDULE OF DIMENSIONS AiID MATERIALS ' PIPE DIMENSIONS TIE RODS REQ'O SIZE (INCHES) A 8 C D DIA. NO. NOTE: IHRUST BLOCK AREAS TO BE COMPUTED ON BASIS Of IAS. PER S0. FT. SOIL RESTRAINT (1,500 MIN) BEAmNO. SEE NOTE 0 • TO BE COMPLETED BY ENBINEER- WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 18" 1 VINYL CONTINUOUS MAX' 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE QENERAL 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 16 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. U. LETIERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A, COLOR: BROWN WITH BLACK LETTERING. B. LETIERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOU5 INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES 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 1999 FIG. 111 UNDISTU EARTH CONCRETE ARCH /• � ",- EEIYP.r OTE I SHEETED TRENCH UNSHEETED TRENCH 10" MIN. 8" SEE NOTE 1 M�11. (TYP.) sODo Ps.l " SIDES CAN '• SIDES CONCRETE BE FORMED SHEEfINC 3000 P.S.I. CONCRETE BEDUINO f-M:✓-i. ,Er!� r•!:: �• ROCK•.:,.f::. ; r)r. i t {•�.',!•;� '•( fir:• UNDISTURBED EARTH FULL ENCASEMENT To- MIN. SEE NOTE 1 (TYP.) SHEETING- .-SIDES CAN I DEFORMED 3000 PSI 'D" 2 i• 'A : •'r!:: CONCRETE 6" MIN. !•: i'•��r(;,'r;�r�!�.r1 UNDISTURBED t ' EARTH CONCRETE CRADLE NOTES: 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", ANTED 24' MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE, 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS, CONCRETE ARCH AND ENCASEMENT DETAILS AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK 3 OR BRICK AND (SEE NOTE 2) COVER MORTAR WALL --• FILLING AT BOTH ENDS VENT HOLE RESTRAINED "- JOINT DUCTILE 4 IRON PIPE y 4" MIN. -f- 6" MIN. __ �- STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WiTHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL., CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE, THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR 'THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG, 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. 17-1 4" ACCESS LID. GROUT .O PREMOLDED PLASTICr*' •'' 2" VALVE (TYP.) JOINT FILLER T 2" POLY •'�. 5" WALLS (MIN.)---*•- •' ' 2" PORT WITH T THREADED PLUG PIPE PLUG (TYP.) " CUT OUT AND SEAL JOINT 2" NIPPLE : T. WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 ••1 ,. 2" NIPPLE--- SERVICE SADDLE ( PER SPECIFICATION FITTINGS AND 1J '.' • ' • SECTION 50.5.4 PIPE FOR T:.E': •Y ..' A.R.V. SHALL BE BRASS �6„ 6" BEDDING ROCK a" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL. IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION, 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR QR COMBINATION AIR VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG, 112 UNDISTURBED SOIL (TYP.) EDGE TRENCH Q (TYP.) AREA FOR PLU ;•T•. TT CROSS W/PLUG CROSS W/ TWO PLUGS AREA /- TEE WOOD BLOCKING (TYP,) AREA FOR PLUG TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG TEE W/ VIE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG, 103A 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 #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE " ' .4 ' 4' TYPE OF VALVE • • 1EtBITR • '+' ., n 2-1/2 SERVICE '4 4: •. N DIRECTION & NO. :�" :` `o • '',• `• , ' TURNS TO OPEN n •• •.`' APPLICABLE VALVE t ' , 4; ' 4' '°• : + • BOX AND COVER ,, •! » (SEE FIG. 115) " ANCHORS 3000 P.S.I. MIN, (TO BE APPROVED BY CITY) CONC. MIN. VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD Imo--- 24" �I (FLUSH WiTH FINISHED GRADE) A / . . i t #4 REBARS ---� � .; •� ? ,''..e ALL AROUND A 24" :j APPLICABLE VALVE "'.''" ,,'.•y •• 'ra " BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 2" D.I. VENT PIPE W SCREEN MESH 0 ENIHG AND 4"x4" CONCRETE VAULT SUPPORT POSf(TYP. LOCATION) CAST IRON FRAME 36 SQ. AND COVER WITH EXISTING/ 17-1 4" ACCESS LID. PROPOSED GROUT PAVEMENT 4" MAX. 4 x P CA FINISHED GRADE UPERAiOR HANDLE PREMOLUEO PLASTIC 2" VALVE (TYP.) --CAST IRON JOINT FILLER ,•�- PIPE PLUG (TYP.) -� ' • - 5" WALL (MIN.) TVAL OPTN 2" NIPPLE �* 2" PORT WITH +- EXTENSION ROD AS 2" GATE THREADED PLUG REQUIRED VALVE SEE NOTE 3 2" NIPPLE - GROUT 2" 90' BEND 2" NIPPLE 2 9U BEND 2" UNION 2" BRASS PIPE 2" GATE VALVE 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE. SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AtE VACUU RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBET- THRUST-Ml SOIL (TYP.) TRENCH WIDTH FITTING BENDS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) 00/2., CONCRETE THRUST 4BLOCK (TYP.) N THRUSj BLOCK MIN. AREA Q. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BLACK AREAS rm" a S0 EE- h 1i-14, Ta iE OEMc:a 4 _ m 12 _ rcK wa.gR a Rw a Timm._.. • TO K C%fU [D K DarRER. )GE OF ZENCH YP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103B PVC PIPE COLORS GRAVITY SEWER: SOLID Li0HT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF jjPPyIPE. - AT SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE -.- IN n BTA» EHN NIIATE SHUT 1EDAR rd TIEWER UHE w4" UNE SEWER LINE 20" AND LARGER PIPE - TAPE IS PLACED Oil BOTH SIDE!: OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALFOF PIPE. 3141 Y3A:2 3141 M3A31 ANI MAR SEmR UNE TITTER UNE SEWER UHE eEwER unE r:+.•iER uxc aMR Ln+E PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) �- 12" ` 6,ER UK MAX. 'SEW" UNE.T 1" IFEWER EMIL 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH "CK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE IXHGiH of THE PIPE. ALL FORCE MM AINS AND DUCTI�E IRON GRAVITY LINES WITH IDENTIFICATION 'TAPE NIS PIPE IDENTIFICATION SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 7 1999 FIG. 108 ALL LETTERS 2" ILL HEIGHT WITH 3/4' SPACING BETWEEN ROWS I IRRIGATING WITH 2" 4d RECLAIMED 112" WATER 00 NOI,MR 1 1/2" 0 36" (MAX) 0 1 1/4" 1/2" BORDER 0 0 0 NOTES: I. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PAFITONE PURPLE 52EC, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 I.B. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH TINE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY TINE UTILITIES DIRECTOR, RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE, 2, INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: * TYPE OF * WORKING PRESSURE: P.S.I. * SOIL DESIGNATION:_= * LAYING CONDITIONS:-,----_- * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE DIP ) CITY OF SANFORD 1999 FIG. 104B PV_C PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE RECLAIMED WATER MAIN RECLAIMED WATER MAIN 10" TO IS' PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. „YR o[m ®.IR••, ,FA PlW vnml ",R wr" a".rw #n•Mm EAra lup wMra,lE R•ra Mw NanrR ..n• M••1 20' AND LARGER PIPE - TAPE IS PLACED Oil BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE22Z. ten, ",.,•,�. M,N .M., �..m. �,# ...,.#, MA"[D LAIR W1 IMZ W _Z W, #C,NW. .. MMI " .- WM MVI #OMR W R •#, #RN>9 wMR 1MH PAPER BACKEU ADHESIVE VINYL TAPE (TYPICAL) 12" #• 1" ��ra•• 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUIN/ FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE Nf5 PIPE IDENTIFICATION RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE.. FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. STANDARD DETAILS CITY OF SANFORD UTILITY STANDARD DETAILS DA1E•j 9 APPROVED M. CRUMPTON PE D ET001 UUoO=ao Za o o o UODUOUOOOOODU DUUUUODUUUODU UUUUOUODUOOOU ❑UUOOODUUOODU 000URE(L7AMED U U U ❑0UU WATER U U U U O U❑ m_TTlj_CT_zA U U U u000000DUUU00 000U0U00UUU0u UUUUUUUUUUUU❑ ❑0000UO0OU0110 nnnnnr ODUU ❑UUODUO❑IN ❑000UUUU.0 ODUUUUOUuuU 000UuuuUUUuu u u 1 SEWER u u u Uri OUu UUUUUUUUUUUU 000UODUUUUr 0 0 0 U U 0 0 0 ❑UUUUU RECLAIMED WATER SEWER UUU❑ ❑UUUODU❑ ❑UUUUUUUUU UUUUUUUUUUUU ❑U UUUUUUUUU❑ )UUU OOUL UU❑ WATER uOUT [IOU 000I ❑UUUUUUUODUO 'ODUUODUOOUC UUUUUODU ❑u000Un POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE -, SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE - INSULATED WIRE (NON --METALLIC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALYE AND DQX DETAIL CITY OF SANFORD 1999 FIG. 203 #9 ALUM. CLIPS 2 -0" MAX. 10'-0" TO CENTER MAX SPACING � TOP RAIL POST CAP -"- POST STRETCHER �� #9 TIE WIRES CORNER BARS {; 12" O.C. o FABRIC 3/8" ROUND D TRUSS BARS LINE POST (SEE NOTE 1) 21t. TURNBUCKLE TENSION WIRE GRADE 46 ° 3000 PSI CONCRETE ') I [ 1 6 12„ 12„ ':! ' fE E DETAIL 3/8" ADJ. GATE POST -I ('GATE CORNER TRUSS RODS -1 T GATE FRAME /- GATE POST ----,-CENTER STOP 12" �6" CONCRETE 12" x 12" x 12'� 12" 6" 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1 TRUSS BARS FIRST SPAN ONEEACH UISIDE OOFRAECORNERRED ITPOST SECTION AND THE 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIPI LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) �--- FINISHED GRADE IIIIIII IIIII�II - - 24" DIA. MIN. 3000 PSI CONC. ;.' 4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. _113.0 L R D CITY OF SANFORD 1999 FIG. 116 WYE WITH LOT 6' DRANCII LINE - SEWER MAIN SIZE VARIES S' MAX. 6' 45' WYE WITH BEND IS" BRANCH SERVICE CLEAN -OUT -^ (SEE NOTE 2) RLMOVADLE PERMANENT PLUG (TYP) PLUG (TYP) SERVICE CLEAN -OUT LOT (SEE NUIE 2) LINE 7 W TYPICAL LOCATION OF DEVICE e' 4J• �LOCATOR .IND SERVICE CLEAN -OUT (SEE NOTE 2) p LN fiHISHED ORADE 4. a" Pvc SLOPE TO TERMINAL DEPTH AT 1.0X MIN. (T7p) H DEPT 6' PYC RE RED FOR A3 REQUIRED A3 ROTATE 30' (TYP.) SPRING LINE SERVICE (3' MIN.) TERMINAL OEPT:'. (SEE NOTE 1) AS REQUIRED FOR SEWER MAIN SERVICE (3' MIN.) (TYPJ SINGLE DOUBLE SERVICE SERVICE �Q FILE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCITES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). lT®RY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SLIP PROPERTY (RIGHT-OF-WAY ACCESS HATCH (ALUMI PUMP STATIONUM) WIRING FROM PRESSURE SWITCH N y\\ 2" CAP (MIN) 2" BRONZE, BRASS, OR BRASS SHUT OF RRESIUENT BALL VALVE VALVES AND FIT I GS �� 2" MIN TEE CAST IRON OIL -FILLED VALVE BOX PRESSURE BRASS DRAIN VALVE GAUGE 2' ROSS 2" MIN DIA PIP BALL CHECK LVE (FULL FLOW) 2" BRASS HORIZONTAL 'Y E FLANGED TEE GATE VALVE ItIFLOW OUTFLOW -' TO CITY FROM PRIVATE FORCE MAIN PUMP STATION FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT NGTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH 'THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL LETTERS 2" IR H09111 WITH 3/4" SPACSI9 YETN[iR RONS 34' T_ PRIVATE CONSTRUCT AND INSTALL ' I/4 PUMP SiAIIOPI SIGN IN ACCORDANCE WITH y u" SECTION 22.5.2 OF THE (OWNER'a q .- HAuXXXKAXX UTILITIES MANUAL (PHOTK 1p,ND01-----_ _ 000 0 0- _..-..1 1 1/4' 1 /1" TIORD[R n PRIVATE PUMP STATION PRESSUi3E 5Vy1II AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE - SEE MANHOLE CONNECTION DETAILS Q O °i MANHOLE FRAME h COVER (SEE FIGURE 202) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PAVED AREAS h AT ELEVATIONS SHOWN IN UNPAVED AREAS. j / ' //JI>< 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) V-6" MIN. 3'-0" MAX. 5- 2'-0' a 7 INSIDE WALE OUTSIDE WALL PRE -PRIMED BITUMINOUS EPDXY COATINGS o v� p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. PRE -MOLDED SEE NOTE 5 ( ) PRE -PRIMED JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE a0 WRAPPER ENCHING PER SPECIFICATIONS 7?" p o � (WRAPPER TO 1„ BE REMOVED) > i - COMPLETED REINFORCEMENT AND JOINT JOINT WITH MIN. SQUEEZE -OUT DETAIL TO BE DESIGNED BY •'.T SQUEEZE -OUT THE ENGINEER AND J_ MIN. APPROVED BY THE 9„ 9- r Cl TY• T--1 1 �9'T� -9 DETAIL BEDDINGROCK MIN.2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE TYPICAL MANHOLE BASE DETAIL. CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. B. FIITINGs FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, 02466 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASFM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. SERYICE YEHT CO C.O.(SEEIDETAIL THIS SHEET) . CLEANOUT TO BE -• GRAV ^' a" FROM BUILDING 4" SERVICES (SEE DETAIL THIS SHEET) STUB -OUT VACUUN YALVE L (SCH 40 PVC) STORAOE Pit VACUUM I'll' TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4�" PVC RISER 4" PVC C.O. THREADED CAP -.:�"y,^, •.i;» .e. v', 45' BEND STRUCTURE •'' •y,_ �� TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CL FAN -OUT DETAIL yn"V V)4_qQYER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 THICKNESS (INCHE5) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3- 7-12 _zo 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 6" IHRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANEWLE DETAIL CITY OF SANFORD 1999 FIG. 200B NIBCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRA11GEMENT CITY OF SANFORD 1999 FIG. 206 TEE PRECAST MN OLE A :. T INFLUENT SEWER f- (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND FtP°T-v011-29- SFANDARD DROP DETAIL '•am PRECAST i MANHOLE T' WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER 41.1l.Ll. STAIPVC ORBANDIPSTAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHIOLE CONNEGTIOU DETAILS CITY OF SANFORD 1999 FIG. 201 O Y Y 3 VI Z Z O E° O W H W W N " ? F a d a J \\ 3 n= U o E7 Y M v M Y A M M 1!1 M = o a& pUI z Y Y z ass F 81 D-1O x� CITY OF SANFORD 4 I- V z 9 0 F4- i 7 Al m U x / 0 Z 4 q � 1n Wa � a z qqz Nub o � £ e n 1C PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" „SEWER AIR RE""- I - T" ''.T�� AS APPLICABLE PLAN 1. S" ALL COVERS USFA OR EQUAL. 1� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. NHOLE FRAME: USF "227" I INLET FRAME: USF "1295" OR EQUAL. ELEVA,rION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE DEDICATED TO CITY OF SANFORD CONCRETE SLAB TO WITHIN 3" OF FENCE t' CHAIN LINK FENCE RID ANTENNA PER SECTION 22.3.10 AND 46.8 OF T)iE 11 ( ETE FIGURE 304) 5' i ---IRRIGATION SYSTEM (TYP) ttrnert - CONTROL PANEL tP1 5' MIN (SEE FIGURE 301) 3/4" IRRIGATION I" WATER SERVICE METER Z HOSE BIBS 1�0' WIDE W/BFP DEVICE x CONCRETE _F R/W o1 3' 5' SIDEWALK 2 - 6' S NG GATE 1173/4" BACK OF CURB WAT STREET LIGHT POTABLE WATER METER C/L - PUBLIC R/W RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL. NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO 'THE PUMP STAFION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LAND5CAPINO SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. SUMP STATION TYPICAL SITE PLAN _F CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. MAY 12 Z003 STANDARD ETAILS -- 2 CITY OF SANFORD UTILITY STANDARD DETAILS IDATE 1999 APPROVED M. CRUMPTON PEI DET002 0 4 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE---_ SEE NOTE 2 RESILIENT SEAT - M. J. GATE VALVE WATER -\ MAIN \ CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) .R 111 01 ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE \ CENTERED ON OPERATING NUT " BEDDING ROCK NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 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 VALYE AND BOX DETAIL CITY OF SANFORD 1999 FIG, 400 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- CATION ONLY. 2 REQUIRED) TEST COCK (FYP.) THREADED NIPPLE (TYP.) I SLOPE III FROM MAIN 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 1 INCH AND UEI OW ASSEMBI Y NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR, 2 O SHALL SCHEDULE 40 GALVANIZED STEEL OR BRASS, RASS. (FIGURE R500A)` ©E THREADED 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 CHAINEU CLOSED.(FIGURE 5000) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT, (FIGURE 5000). 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 500B) DOUBLEFtEC1C OR REI?UCEQ PRESSURE BONE DETECTOR I�SSEI�Y CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary Jumper connection Is required at all connections between existing Golly water mains and proposed now water main Improvements. 2. The detail above Is to be used for filling any new Water main of any s]Ze from oxtiling ayllve wal•r mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSminlnrurn velocity) and for pulling bacteriological samples from any now water main of any size. The Jumper connection shall be motntairrod until after filling, flushing, tasting and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies have been received. Tha Jumper connection shall also be used to maintain a minimum pressure of 20 pat In the new mains after d]slnfecllon and until the FDEP clearance [oiler le obtained adequate. Thrust blocking and/or rasircirtt e :hall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the axl:ling pipe shell be disinfected prior to installation In accordance with AWWA C651, 1992 edition. The lapping sleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per emotion II of AWWA C651-92. 3. Flushing of 10 Inches In diameter and larger water metric may be done through the tie -In Volvo under very controlled conditions. The following procedures shall be followed: A. The ilrin valves shall be operated and pressuretested In the presence of the utility company and engineer Io varlfy water lightness prior to Ile -In. Valves which are not water tight shall be replayed wllIT a new valve Installed Immediately adJaaerrt to the leaking Volvo. B. The temporary Jumper a0nneailon shall be aonsiructed as detailed. The Jumper connectlon shall be used to fill the now water main and for providing water for boo - teriological sampling of the new main as required by the FDEP permit. • Flushing shall not be attempted during peak demand hours of fire existing water mains. • All downstream valves In the system must be open prior to opening the tlo-ln valve. • Provide for and monitor the pressure In the tie-in point. the pressure In the existing main must not drop below 35 pet. • The tie -In valve shall be opened a few turns only, ensuring Q pressure drop across the valve Is greater than 10 psi. C. The tie -In valve shall be locked closed by the utility company unit] flushing begins. D. The tlo-In valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the ils-In Volvo shall be closed and looked In the Closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check baokflow prevention device has boon lasted and Is In good working order at the time of Installation. 5. Except as required to flush lines of greater than 8 Inches In diameter, the tie-in Volvo shall romGin closed and shall be locked In the closed position by the utllly company. The tie-in Volvo shall remain looked closed until the now system has boon cleared for use by FDEP and all other pertinent agencies. 5. Upon recelpt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the temporary Jumper connection. The corporation slops are to be closed and plugged with 2 Inch brass plugs. 7. All Installation and maintenance of the temporary Jumper connection and ssoccllaload be" " prorFiniftA d• 10a, MKIRI se V•tv% 010. Wta� b• N,s MP0slsibTRly TEMPORARY JUMPER CONNECDON CITY OF SANFORD 1999 FIG. 504B COVER (SEE FIGURE 115) M -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX Zl��Iz10./ \l%111 f>> :7�if1iZ UNDISTURBED � BEDDING ROCK EARTH NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BU.TTigPM VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 HYDRANT ---\ OPERATING NUT HOSE NOZZLE - 24" SQUARE AND - 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2- 14AT9'- O.C. ALL AROUND COMPACTED BACKFILL SEE NOTE 3 -� DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS O.S. A Y. RESILIENT APPROVED BY THE CITY SEAT GATE VALVE. (2 REQUIRED) TEST COCK (fYP.) 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 SLOPE. I-.-24" " SLOPE 1/2" PREFORMED JOINT 71%i;� i� i \� y '`'�'? �� �`�'��/ fj� �'" MATERIAL BETWEEN 36" MIN. COVER \V \ \ ADJU�TABI F, PIPES / PIPE AND CONCRETE // SiJpFORT TANpS" %% /j SLAB (TYP) FROM TO MAIN 90' BEND (2 REQ.) SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINEU BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE A55EMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) 1'0" MIN BALL VALVE (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUN DEVIr,E WITH 2'0" MIN DETECTOR BYPASS DOUBLE QUECK O11111E 1F7MTOR AaWdl3LY CITY OF' SANFORD 1999 FIG. 500E 19 W Z'r 8 :2 R a Ei f`c Es��W-. u u E2 O >2P� 01F x ��F 3 wKmo �Z o�F w o az CZ� N<W 1 F N = �j r# 0 W Q Z 0 m� F = 7 a^ 0 a W � J � Oy PIOAE RF �►tTIAL RECIAIMFD WATEFRIRRIGAIION sYSTEM-LAYOUT CITY OF SANFORD 1999 FIG. 505 PUMPER NOZZLE FACING STREET' VALVE PAD z (SEE FIGURE 107) N e 6" M J HYDRANT e1 ANCHORING TEE a 12" MIN. CSr�; 6" BEDDING ROCK-/ 6" PIPE --/ I MECHANICAL JOINT J RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRF. HYDRANT AMMOL-1 ICE AIL CITY OF SANFORD 1 1999 FIG. 402 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 2„ CAP 2" GATE VALVE n �' _ 1 2" 90' BEND 1 _"'1-4_'- 2" 90• BEND RESTRAINED J DUCTILE IRON OINT 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. �LOwpFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 FRONT OF WAY LIRE ---�- VARIES LIMITS OF UTILITY EASEMENT CONCRETE SLAB eTPA54 FUNDED TEE -^- (2 REQUIRED) 5'0' MIN. GATE MAIN VALVE Q MEIER k STRAINER o (SEE NOTES 9-10) 2'0' MIN. 2'D" MIN. 12' SPOOL PIECE DOUBLE CHECK OR REILUCED PRESSURE ZONE OETECIOII FLANOEO 't' TO BYPASS ASSEMBLY AS REQUIRLD BY THE CITY 1/2" PREFORMED JOINT O.S. k Y. RESILIENT SEAT VALVES MATERIAL BETWEEN PIPE AND CONCRETE SLAB (5 REQUIRED) 90' FLANGED BEND RODS ON D.I.P. RISER 4' CONCRETE SUB WITH12" MIN. ]a' MAX. NO. 5 X e, W10 x W10 WIRE MESH SLOPE FINISHED GRADE SLOPE .. n N GAVE �+ VALVE i..' .. f .. 9V MJ BEHD (2 REQUIRED) TO SERV"'.* _•-- IIIRUST COLLAR IN RODDEO TO BD' TREND OR RESIRAIHEO ADJUSTABLE FIPE TO VALVE AS REWIRED SUPPORT STANDS THRUST COLLAR RODOED TO 0Y THE CITY 90' BEHD OR TOTALLY NOTES: RE6IRAIMEO AS REQUIRED I. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE CITY SHALL BE SUPPLIED BY THE CONTRACTOR, 2. ALL PIPE ANO FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE CRADE JOINTS SHALL BE FACTORY -FLANGED. 3. THREE (3) RICH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLA IT IONS WITH BYPASS. 4. VALVES SHALL BE CHAINED CLOSED. e. THE ABOVE GROUND BYPASS LINE SHALL DE SIZED FOR :•IRE FLOW REQUIREMENTS. it. ALL FIRE LINES SMALL BE A MINIMUM OF EIGHT (8) INCHES OR AS APPROVED BY THE FIRE DEPT. 7 RSSEMBLY SBIALL RED FOR FIRE LACKBFORPAINTED PIROTECTION USES AND ALL DIVER USES. S. A DATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER MLTLRS SHALL BE EITHER COMPOUND OR ItILINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE IN ACCORDANCE WITH APPENDIX 'D" OF THE UIILHIES MANUAL DUAL DO TIC FIREf FLOW DOME STIC }tyAT MASTER METER ASEM1LY CITY OF SANFORD 1999 FIG. 501 ZK_p�p,� 4 a°d OaQ I o c? Ell C, a, a c oa Z u u Lv-I L al 7 v a iEI y o�l W j &a� airs a W Z :1 > m J Z W ppp] `JM� U 0 3 �Jr old ? ` iz m x o a riiw a� 14 Ld F 7 a x w rx o. TYPICAL GOMMERC1 L R C IMEV �Vf(�IER IRRIGATION SYSTEM LM91 CITY OF SANFORD 1999 FIG. 506 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY a LINE (FYP.) 1� r CR MAIN - MINIMUM) CLEANOUT REDUCER 4" WATER MAIN (MIN.) 6" FIRE HYDRANT FITTINGS AS A55EMBLY REQUIRED (TYP.) (SEE NOTE t) RIGHT OF WAY LINE--- SEPARATE TER CURB BOXES WATER MAIN 2' (TYP,) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2, LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PRESSURE VACUUM BREAKER OR PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE R. REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" I ABOVE CURB 4" TO 6" GRADE FINISHED GRADE , t • « L METER CURB STOP +- SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES �-- - CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE -»---- DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2, METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CUR WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS, 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. RIUATION ►ALTER PREMURER $ ICED PRESSURE !V CU REAKER OR ZONE A ,U011 Y CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being placed In service, all new water malna shall be chlorinated In accordance with the specifications below and the procedures outline In AWWA C-651 Standard Procedure for Disinfecting Water Maine". All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square Inch Pressure, unless otherwise approved by the City, for a period of not less chart two (2) hours. Testing shall be In accordance with the oppllcable provisions as set forth In Section 1 , AWWA Standard C600 for ducllble 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 period, by way of Q pump taking supply from a container suitable for measuring water loss. The arnouttt of loss shall be determined by measuring the vo ume displaced from sold container. Should the feet fail, necessary repairs shall be aocgmplished by the oor�traotor and the test repeated until within the establlghed Timis. The contractor shall furnish Iite necessary labor, water pumps, gauges and all other Iteme required to conduct the required water distribution system and perform necessary repaire. )yA'fER_SYSTEM TESTING Nl3D DI51HEECTIQN CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED DOUBLE CHECK OR PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FIITINGS METER BOX AND LID UNION UN Ott TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED d GRADE +; I L METER CURB STOP �-- - SERVICE LINE +- CORP. STOP -a- - DOUBLE SIRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION V-ALL BE MADE BETWEEN ALL GALVANIZED Alto BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CUR WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. .p jL`'K VALYE OR j�pUCED PRESSURE ,,;�;��E ASSEMDLY CITY OF SANFORD 1999 7FIG. 503 HORIZONTAL A VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WAVER "' RECUJMED WATER' UNITARY ![w[ (aRAy1TY k F.MO STORM SEWER ACCEPTABLE HORIZ. VERT. ROLE. VERT. H_ORIZ. VERT. HORIZ, VERT. VMIAHCE3 POTABL[ - _ _ 6-C O 10' IQ' Is' 10, to' WAI ER D. 5' CVC Ie' - - e C C Is, _ _ GENERAL HOTEL N0. 4 WATER3LE WATER SANITARY 10' le" e' C C Is* 9E'WER CORPORATION MARK WAIT WOOD Y-BRANCH STOP (1' MIN.) PAINTED IOERTh stop SIUP ((1', MIN.) FITTING CAL COLOR k (1' x 3/4' WITH LOT NUM- % 3/4") BERS CURB STOP CURB STOP -^ Z 2 EA. (SEE NOTE 3) z a a � a a Y-11 MAX - PROPERTY LINE TUBIr10 TVOIItO PROPERTY (I- MIN.) (I- MIN.) LINE SINGLE MEIER BOX Arlo INDIVIDUAL METER BOXES k WATER MEIER UP 10 2' WATER METERS UP 10 2' (BY CITY OF SANFORD) (BY CITY OF SANFORD) -5IH LE SERVICE DOUBLESERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE / Willi WATERPROOF CONNECTOR) 30' - 45 YOKE BAR METER CURB STOP AWWA TYPE CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL OE FAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. • tTITTTTIy f NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED, CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 1B INCH VERTICAL SEPARATION IS Nor ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTIUTY MAIN SEPARATION REQUIREMENIS -7 CITY OF SANFORD 1999 FIG. 508 2"METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 64:�a 3 4" HOSE0100 ABOVEO 30" W/VACUUM BREAKER 2" SCIID. 80 PVC.- GRADE 2" SCHD. 80 PVC PRESSURE GAUGE +_ - -- DOUBLE STRAP SADDLE - 2" CORP. STOP 2" CORP. STOP EXISTING o p NEW WATER LINE WATER LINE .- FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. T PP�I QEAEY JUMP ft CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. MAY 12 200 STANDARD DE AILS - 3 CITY OF SANFORD UTILITY STANDARD DETAILS JDATE 1999 APPROVED M. CRUMPTON PE DET003 t.� SANP'ORD FIRE D EPAj? I ML'NT f"IRL' PRBVL'NIION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. U. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAT (407) 330-5677 Pager (407) 91 s-0395 Plans .Review Sheet Date: June 3, 2002 Business Address: 3800 ,ST. Johns Park GVay Oce, Ch. 08-#42> Ware House/New Business Business Name: Tom Ball Lure,`louse Ph. () FAX O Contractor: Conrad Construction, Inc I'll. (407) 324-0444 Eugiueer: Freedom Fire Protection FAX (407) 330-9445Ph (407) 830-7473 fi'ax (407) 830-f 450 Reviewed [ ] Reviewed with comment [ X j Rejected Reviewed by: Timothy Robles, Fire Protection LISP ector/PIarrs Examiner - Comment: flans reviewed as >Warehouse/Business Occupancy. F.D reserves right to require applicable code requirements if occupancy use changes. Fire sprinkler system plans already received. Fire Department will require fire alarm. Fire Sprinkler design ordinary hazard groin:) #2,(warelrouse),Light Hazard (office area). Ordinary Group Hazard type 42 shall have maximum storage of 12' ft. inside ware house. 1.1 Application — New Building. Type 1V/Group F, Ordinary Group Hazard type 92 - Fire Sprirrlcled building 1.2 1Vlixed — N/A 1.3 Special Definitions — None 1.4 Classification of Occupancy — Warehouse/Busirtess, 10,307 square feet 1.5 Classification of Hazard of Contents — Ordinary 1.6 lWinirnuIII Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of E gress- doors rrteel rrtinirnall.F.P.C`. requirrrtertls- 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K., will field verify s a • GENERAL NOTES AND SPECIFICATIONS 01.1 THE INTENT OF THESE DRAWINGS AND NOTES 15 TO DEFINE THIS PROJECT. IT 15 NOT WITHIN THE SCOPE OF THESE DRAWINGS AND NOTES TO DESCRIBE EVERY DETAIL OF THE WORK NECE55ARY TO CONSTRUCT THIS PROJECT. THE CONTRACTOR SHALL UNDERSTAND THAT HE 15 TO PROVIDE COMPLETE AND FINISHED WORK READY FOR THE INTENDED USE. THE CONTRACTOR AND SU15CONTRACTOR5 SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND V151T THE SITE TO OBTAIN A COMPLETE OVERVIEW OF THE WORK REQUIRED. IF THE CONTRACTOR FINDS THAT PERTINENT INFORMATION 15 MISSING OR MORE 15 REQUIRED, HE SHALL CONTACT THE ARCHITECT. 01.2 THE INFORMATION CONTAINED ON THE DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLE55 USED IN CONJUNCTION WITH ALL THE NOTES/$PEG IFIGATION, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES ETC., INCORPORATED THEREIN BY THIS REFERENCE WHICH THE CONTRACTOR AND SUB CONTRACTOR($) CERTIFY KNOWLEDGE OF BY SIGNING THE CONTRACT OR ENGAGING IN TP15 WORK 01.3 THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE BUILDING, ENERGY, FIRE, HEALTH, SAFETY AND ACCESS CODES. REFERENCES TO THE CODE SHALL MEAN THE MOST RECENTLY ADOPTED EDITION OF CODES ADOPTED BY THE LOCAL BUILDING AUTHORITY. 01.4 THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK PROOF OF INSURANCE SHALL BE SUBMITTED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK 01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS AT THE JOB SITE TO VERIFY ALL CONDITIONS AND THE EXTENT OF IUORK IF CONTRACTOR O55ERVE5/DISCOVER5 ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) THAT IS NOT IN COMPLIANCE WITH THE CODES, HE SHALL NOTIFY THE DE5IGNER/ENGINEER. 01.6 CONTRACTOR $HALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY DE5IGNER/ENGINEER OF DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS A5 TO THE EXTENT OF THE WORK 01.1 ALL SUB CONTRACTORS SHALL HAVE OR EXAMINE A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE TO NOTIFY GENERAL CONTRACTOR IF THEIR WORK WILL NOT COORDINATE SMOOTHLY WITH THE OVERALL PROJECT. 01.a CONTRACTOR 15 RESPONSIBLE FOR THE METHODS OF CONSTRUCTION AND FOR THE COORDINATION ON ALL WORK, 01.9 THE DESIGNER AND / OR ENGINEER SHALL NOT HAVE CHAFE, CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 01.10 THE CONTRACTOR'S "REQUEST FOR PAYMENT" SHALL INCLUDE RELEASES OF LIEN FOR ALL MATERIAL SUPPLIERS AND SUB -CONTRACTORS WORK RELATING TO THE REQUEST FOR PAYMENT. 01.11 ALL CHANGE ORDERS 5HALL BE SIGNED BY THE OWNER M PRIOR TO COMMENCEENT OF THE WORK TO BE CHANGED. 01.12 ALL REQUIRED TESTS SHALL BE PERFORMED BY AN APPROVED TESTING LAB. TESTS RESULTS SHALL BE SUBMITTED TO OU.NER, ARCHITECT AND ENGINEER COST OF TESTS SHALL BE INCLUDED IN CONTRACT PRICE. 01,15 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PREFABRICATED ITEMS OF THE WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION, SAMPLES SHALL BE SUBMITTED UPON REQUEST. 01.14 THE CONTRACTOR SHALL GUARANTEE ALL WORK UNDER THI5 CONTRACT TO BE FREE .FROM DEFECTS IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY. 01,15 THE CONTRACTOR SHALL CLEAN ALL AREAS OF THE WORK AFTER CONSTRUCTION IS COMPLETED. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE. } 01.16 TEMPORARY SHORING OF ANY TYPE AND PURPOSE IS THE RESPONSIBILITY OF THE GONTRACTOR. THIS ARCHITECT HAS NOT DESIGNED SHORING AND HAS NO RE5PON5115ILITY FOR IT. u 01.11 ALL MANUFACTURERS, FABRICATORS, OR SUPPLIERS OF PREFABRICATED BUILDING UNITS, WHICH INCLUDE BUT ARE NOT LIMITED TO: FLOOR TRUS5/JOI5T, ROOF TRUSS, 5EAM5, COLUMNS 4 LINTELS, SHALL PROVIDE TO THE CONTRACTOR SHOP DRAWINGS WITH AN EM5055ED SEAL INDICATING THAT A QUALIFIED PERSON HAS REVIEWED, AND UNDEW. TAND5 THE DRAWINGS, IS KNOWLEDGEABLE OF APPLICABLE CODES, HAS DESIGNED, AND WILL SUPPLY TO THE JOB SITE A PRODUCT THAT WILL MEET THE REQUIREMENTS AND CONDITIONS WHERE INSTALLED IN THE WORK 03.1 CONCRETE: FOOTINGS: 3000 PSI IN 2a DAYS 5LA551 3000 P51 IN 28 DAYS FILLED CELLS: 3000 P51 IN 2a DAYS COLUMNS: 3000 P51 IN 26 DAYS BEAMS: 3000 F51 IN 2a DAYS Oro] NO WOOD FRAMING OR FINISHES SHALL BE ABOVE THE FINISH CEILING LINE. 06.2 ALL WOOD FRAMING SHALL BE KILN DRIED AND HAVE A MINIMUM FIBER $TRESS OF 1200 PSI 0(o.3 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIALS. 01.1 INSULATION: INSTALL NEW: R-19 BATT INSULATION ABOVE LAY -IN CEILING ON OFFICE AREAS ONLY) R-42 FOIL -BACK INSULATION ON ALL MASONRY WALLS 09.1 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE: FOR EXITS 4 EXIT ACCESS GLASS B FOR ALL OTHER AREAS CLASS C 09.2 ALL DRYWALL SHALL RECEIVE (1) COAT OF PREMIUM QUALITY PAINT APPLIED OVER A PRIMER COAT. 093 CONTRACTOR SHALL PROVIDE CLIENT WITH ONE COMPLETE BOX OF CEILING TILE OF THE TYPE USED ON TP15 PROJECT. REVISIONS U BUILDINkur FOR.. AN' WARE.HOU;f�:) /OFFI" ON[ 13IIL]I� 1�31 0 0 JOHN PARKWAY N T R A PARK-WA-Y SANFORD c%ll SANFORD, FLORIDA 5k4EET INDEX SHEET PAGE _ No. SHEET TITLE -_-_-• - ____-_ i C-I A - 12 A-2 I of 9 of 9 3 of 9 -____--- - COVER 5HEET FLOOR PLAN _ ELEVATION5 A-3 4 of 9- --DETAILS 4 SCHEDULES 5-1 } 5 of 9 FLAN 5-2 MP- I 6 OF 9 _FOUNDATION 5ECTIONS / DETAIL5 i I a 9 MECHANICAL / PLUMBING ELECTRICAL POWER PLAN ELECTRICAL LICzNTING PLAN --- I E-1 aoF9 E-2 I9oF9 I I I 5 -rE LOCATOR 15 4� D U<1 v� 0� U o� _/ o :3 W 5T. GOASTYNE RD. JPKUNJY pz C) GENrR,�� N. TWIN LAKE RD. 4t_4 WE S 4� PROJECT NAME: A WAREHOUSE / OFFICE FOR: MR TOM BALL - LOT a ADDRESS: 3WO ST. JOHN'5 PARKWAY PARCEL NUMBER: 2019305NR-000000W 5ANFORD CENTRAL PARKWAY SANFORD, FLORIDA 32111 BUILDING DEPT: SANFORD, FLORIDA WORK: OFFICE / WAREHOUSE PREVIOUS OCCUPANCY: WAREHOUSE / 5U51NE55 CONSTR. TYPE OF EXISTING BLDG: Z 5PRINKLERED: NO SUITE "A" AREA: 2,a00 50, FT. (a30 5R - OFFICE / 1,910 S.F. - WAREHOUSE) SUITE "B" AREA: 2,a00 50. FT. (a30 5F. - OFFICE / 1,910 5F. - WAREHOUSE) SUITE "C" AREA: 2,100 50. FT. (a30 S.F. - OFFICE / 1,210 SF. - WAREHOUSE) SUITE "D" AREA: 1,400 $0. FT. (100 S.F. - OFFICE / 100 5F. - WAREHOUSE) SUITE "E" AREA: 1,200 50, FT. OFFICE STRUCTURAL ENGINEER AMERICAN CI'VtL_ ENGINEERtNG CO. 207 N. MOSS RD., SUITE 211; WINTER SPRINGS, FIA 32708 PH. (407) 327-7700; FAX (407) 327 -0227 DESIGNER / CONSULTANT rw�wa TRA'WICK C.P.B.D. / A.I.B.D. 683 STALLINGS AVENUE DELTONA, FLORIDA .3Z738 PHONE: 407.688-Z930 E-MAIL: letworld4cf1ar.com Conrad Construction, Inc. SIEVE CONRAD President POST OFFICE BOX 470424 TEL: 407.330.3238 LAKE MONROE, FL 32474 CELL: 407.709.4167 FAX: 407.323.9445 Lane TRAWICK C.P.B.D. / A.J.B.D. 683 STALLINGS AVENUE DELTONA, FLORIDA 32736 PHONE: 407-688.2930 E-MAIL: le tworld®cf1ar.com w Q ll- t� � Q CC 4-4 A PLA ,R0 13UI N t'm1. Ill 0 ,'� r� ANp THE r I83U�a SHC11`�� pAMrrL A.1_I._ 7 s" , 7p are Atl g _ RJVf5'�n �• ,;Ir �7r ,)F7: �C� Q w �11 l53UAN IS C T, . "r- .. 'F r.; r TY TO p ITH rr AEN :ri VI ' ANy LATC ii0 yOF N Of �'tt t Tt- nI? SHAH., IL ((,,// r�OTy�` "4ATlr�ry• rrfi. ,Itiq R Cq RINti V/o piTTh4eyuee8 N"Trgllj 4i' <t' U o 7 A n t 3 © <1 co AO+ec� as rv., •� v---� By k::!� 53 s1CHI• J. HERBERT, I:D, P.E. ON ANY CCPN9T. UIRI t ? 9' ATE OF FLORIDAT'1G. NO. 39505STRUCTUAL STECDRAWIPNruS WILL R�"I��i;r, ,N S-BUILT�,°. = DRAWN BY: C1rRT. ;NDEPENDEtNT � ' L E T 4TRUC T U,%l LNG. OPI TFM ` '�✓ ' ' RACEMEIWT of Twg sue. a ' � � �` CHECKED BY: DATE: 5TRUCTUALLY ADEQUATE FOR 120 rl.P,H. UJIND5, 05/01/03 5GALE TP15 DRAIUING MEETS THE - AS NO,rEl) REQUIREMENT5 5ET FORTH b mATIOW.AL COVHCIt. OF DRAWING NO. IN CHAPTER 16 OF THE CM -1102 -112 i FLORIDA BUILDING CODE g1n. 2001 EDITION A5 FUBLISHED SHEET NO. �Np i BY THE STATE OF FLORIDA AND LAN RA ICK ENFORCED BY THE LOCAL CERTIRCATION;NO. ' JURI5DICTION f (G-) COPY -RIGHT- 2002 LANE TRAUJICK, C.P.B.D./ A.I.B.D. I OF 9 5HEET5 Tt � �w'i .. - i _. ,' ..t , a' n 1 4 �, - .. .•. t1.0 .f t { 3 p • S.r. i }. oli P ' I , , I , 7 r r Y �ir��fli�{r� � t • �" l } A d o v r 9r� ; ti f„ Ciy ,li tt ' 1 1 ,5y', A 19 i, q • 1 P as„ti w, r 1" „ a• lIY4 J'1 A} ,r,,''i , 1� } I l'� 5' P} a 3 i, y'k, r3 rtf I i.. ayffn, K v5,t A,,r;,r . 3 4 3 J� a LGl J S @ A � kp�t�'1 i iY� , • u' > J , f, 3 f t, �* 1 ,r J ' j. 71. .t 1 •` v, t� b b b b 6 6 6' '.66 5CALE: I/811I 'Ir-O't t f.: 3 • " ct ' t +C .tom .l cw�r�1 t ,•1,�'. CONSTRUCTION NOTES PROJECT OWNERS MANUAL: I A.I SUBCONTRACTORS SHALL GIVE TO CONTRACTOR PRODUCT LITERATURE FOR IN5TALLED EQUIPMENT AND I• PRODUCTS THAT REQUIRE MAINTENANCE OF ANY TYPE ( INCLUDING RELgMP OF LIGHT FIXTURE$) AND ANY MAINTENANCE INSTRUCTIONS AND WARRANTEE5, CONTRACTOR SHALL INCLUDE PHONE AND ADDRESS CONTACTS FOR REPAIR / MAINTENANCE AND BIND TH15 INFORMATION IN AN 8'/z X II NOTEBOOK.' THIS MANUAL 5HALL AL50 INCLUDE A COMPLETE L15•TING OF IDENTIFICATION INFORMATION FOR ALL FINISH MATERIALS INCLUDING CEILING TILE, FLOOR TILE AND CARPET. PLASTIC LAMINATE AND PAINT CONTRACTOR SHALL PROVIDE TO OWNER THI5 PROJECT MAINTENANCE MANUAL AT COMPLETION OF PROJECT, A4 THE MINIMUM DISTANCE REINFORCING STEEL MAY BE FROM THE SURFACE OF CONCRETE SHALL BE AS FOLLOWS: 3 - WHERE CONCRETE 15 PLACED AGAINST THE GROUND, 11i2" WHERE CONCRETE 15 PLACED AGAINST THE FORMS BUT WILL BE EXPOSED TO GROUND OR WEATHER AFTER FORM REMOVAL P - FOR ABOVE GRADE 5LA55 t WALLS 2" - FOR BEAMS AND COLUMNS. CONSULT WITH ARCHITECT IF ABOVE CONFLICTS WITH DETAILS, A,O 5" G.M.U. WALLS WITH HORIZONTAL JOINT REINFORCEMENT AS INDICATED (MIN. 16" O.CJ AND VERTICAL REINFORCE AS INDICATED. A,g INDICATES TYPICAL FILLED CMU CELL FILLED AND TAMPED WITH APPROVED GROUT AND REINFORCED WITH lU 15 BAR LAPPED TO PROVIDE CONTINUOUS TIE FROM FOOTING TO UPPERMOST TIE BEAM. LOCATE AT CORNERS, AND AS INDICATED ON PLANS OR EVERY AS RECUIRED BY CODE, A,11 GRAB BARS a HANDICAP TOILET(5): 1 'iz" DIA„ I 'iz"CLEAR FROM WALL*-- 33" ABOVE FINISHED FLOOR, ANCHORED TO SUPPORT 250 1_55: ONE AT SIDE 42" LONG CENTERED ON NOSE OF TOILETf ONE 30" LONG CENTERED BEHIND TOILET. A.I8 NON BEARING INTERIOR WALLS 31i2" STUDS AT 16" O.C. WITH TOP AND BOTTOM PLATE, AIM Ai4" P.T. FURRING AND DRYWALL OVER CMU WALLS. A25 AT LOCATIONS WHERE WALL MEETS GLASS OR MULLION, EXTEND WALL TO MEET. PROVIDE ACOUSTICAL SEAL. SEE DETAIL. A.26 5EALANT: APPLY SEALANT AT JOINING OF ALL D15$IMILAR MATERIALS EXPOSED TO WEATHER AND AT GAPS EXPOSED TO VIEW. SEALANT: A FULL BED OF SEALANT AT WINDOW AND DOOR FRAMES (INC. THRESHOLD) AND A CONTINUOUS BEAD AT PERIMETER. A•21 THRESHOLD AND FULL WEATHERSTRIPPING ON ALL JAM55 AT ALL EXTERIOR DOORS. A.28 INSULATION: INSTALL NEW: R-113 BATT INSULATION ABOVE LAY -IN CEILING (IN OFFICE AREAS ONLY.) R-4.2 FOIL -BACK INSULATION ON ALL MASONRY WALLS. ' 4,31 SAFETY GLAZING SHALL COMPLY WITH S,a.C. 2103, A.32 ALL DOOR HARDWARE SHALL MEET.CURRENT CODES FOR HANDICAP, 'FINAL SELECTION, OF HARDWARE STYLE AND B FIN15W 'Y CLIENT. A.34 ALL WINDOW AND DOOR FRAMES SHALL BE SECURED 'TO 5URROUNDING WALL AS PER MANUFACTURER /"SUPPLIER RECOMMENDATION FOR WIND ZONE LOCATION. ,A,35 ANCHOR ALL EXTERIOR DOOR FRAMES TO MA50NRY WALL$. A.31 11/2" GYP BOARD ON BOTH SIDES OF ALL FRAME WALLS. A.39 AT ALL CHANGE IN FLOOR MATERIAL PROVIDE APPROPRIATE TRANSITION STRIP, IF AT DOOR, LOCATE DIRECTLY UNDER DOOR A.40 SEE INTERIOR DECORATING INFORMATION FOR SPECIFIC 6ELECTION5 OF FIN15H MATERIAL($) COLORS AND TEXTURES. A,42 THE MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FIN15HE5 SHALL BE: FOR EXITS AND EXIT ACCESS CLASS B FOR ALL OTHER AREAS CLASS C FLOOD? FL,4N SYME30L5 ROOM NUM13ER CLj_❑ FINI51-I SCHEDULE - 5EE FIN1514 SCHEDULE CQ7 DOOR SYMBOL- 5EE DOOR 5CHEDULE O &VOW SYMBOL - 5EE 00OLI SCHEDULE 0•— WALL TYPE - SEE WALL LEGEND C> INTERIOR ELEVATION SECTICN REFERENCE DETAIL DETAIL -�• NOTES E % EXISTING DIMENSION MAY BE MINIMUM DIMENSION /"'C0I13INED rr�laiEiID�INGE /� M % Y % �`- RADIUS _ AL_ _ _ ALIGNMENT LINE CENTER LINE P013 POINT OF BEGINNING FOR LAYOUT ----- ------- ITEM ABOVE ------- ITEM BELOW T.O.W. TOP OF WALL STRUCTUALLY ADEQUATE FOR 120 M.P.4 WINDS TH15 DRAWING MEETS THE REQUIREMENTS 5ET FORTH IN CHAPTER I6 OF THE FLORIDA BUILDING CODE 2001 EDITION A5 PUBLISHED B'f THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL JURISDICTION. C - W YATION+AL 17CCOUgNCtry p I rJ LAL`IE TRM1C'K (C) COPYRIGHT- 2003 LANE TRAWICK, C,P.B.D./ 4.113 D r TRAWICK'J.1L C.P.B.D. AJ B.D. 683 TrALLINGS AVE.-, DELTONA, FLORIDA 32738 . 407-688.2930 B-MA14 letworldodl.rr.com lY T lu tcu� u< �� QQ p 0= F-� <1 U�q "-`DLu 5} Q <x puUQ I _> 2lu0 � . t3 Gz.+ (L W [u � � I ;C U a vn. a LL 411 � ILI P e. d U1 �l {ILI LL_ <1 a ' r^ ' v1 Q co y r c MAY 0 7 Z003 JOKI J. HERBERT, W, PE, STATE OF FLORIDA REG. NO. 3950o DRAWN BY: LET -NECKED BY: J R' DATE: 05/01/03 I SCALE: , ,45 NOTED DRAWING NO. cM-1102-112-1 SHEET NO. 2 OF 9 SHEETs '..; .c.:,-•a.s ,. .., ., ,.. .. . .. ...... .... .. .- .. ..� -,. _. .. i .7> -r. 4� _,L 1..�. F. .->k..}.S +,; •Y- 44 ., � .•�-�:7s ... r r ft , .•, 4 Y ... «. , . . J.. •. ;_.. ,., .,. , ,, ,. ,. : '._ - ., r 1: :i''. ,J.•. d Z'i `: t {,.„? t a�`�>7:�° t�S iF. i r, `, r' �' ,. s .�, ,t i4 - - 'S i r {4.�r 3'FiF �'° r,.. <��',,., t' ,r r' r .�i' 1� ✓t ti, y r': r, dt'[t .y �Lbi� , 4 a , • , t - n Y -1# , > 1 G� • •1 1«f • t. V a '4 1 F PONT, ELEVATION. t� S � =i � . SGALE:1/VILyl1�SC/" r ru ,:` Y 4' S }> d 1 l3 .. 'fs - t l r n 1 � dd l 1, ,r r� r; r ` ` SPLIT FACED BLOCK S X I6 CONG. BLK _ COLOR MATCN,•5PLIT t FACED BLK r r. rjfl,, FEAR' ELEVATION � 3GAhE:1/811=1' , f w r , 2PRE-FIN. MTL. STD. S. vMETAL ROOF (BEYOND) 4 S , METAL 61DINu p- i H a 1 4 EXPA1151ON EXPpNSfON � EXPAN5ICN JOINT SPLIT FACED BLOCK JOINT JOINT 8 X 16 CONC, BLK SPLIT FACED BLOCK COLOR MATCH SPLIT I F - , f( FACED BLK LEFT 51DE LE7V / \ T `ate' t 'Y kyA S,r , �CALE:1/8 a 1 -0 .r 1: j5 } rif r 5TALDING-WAM MTL. -, - - METAL ROOF r - - r , aa r METAL, 51DiNG METAL, 51DING METAL 510ING r) w SPLIT FACED BLOCK SPLIT FACED .BLOCK 5 X 16 CONC.. BL.K COLOR MATE SPLIT s+ FACED BLK "y I -rk4T 51DE.,ELEVA.-T[ON . t ° 5TRUCTUALLY ADEQUATE FOR 120 M,F',r-1, WIND5 THIS DRAWING MEETS THE REQUIREMENTS SET FORTH IN CHAPTER 16 OF THE STANDARD BUILDING CODE 2001 EDITION AS PUBLISHED BY THE SBCCI AND ADOPTED BY THE LOCAL JURISDICTION W . e- - FX (I Q IygiION,AL CVVNC C COPYP.IGNT- 2002 LANE TRAIUIGK, C.P.B.D.! A,f.B.D Laj.xe, TRAWICK C.P.B.D. A.x.B.D.' 683 STALLINGS AVE. DELTONA, FLORIDA 32738 407.688.2930 . letworld9cf1ar,com 111�Li-1F�6 6 LU fu �KI qua) U n �a�>� (j i (� V Q UA IL S` O j i < r1�,cn LLI _V LLI O 111 f— Co x 1_U - �1 — J YD7ZU03 UGHN J. NER5ERT, M, PF, 5T TE OF FLORIDA PEG, NO. 39505 DRAWN BY': LET CHECKED BY: I 1 DA-rE: D5/O1 /O3 5G E: A5 NOTED CM-1102-1121 SHEET NO. 3 OF 9 6HEET5 _ . _ n - w. � ..... ... , t J 1. ..- ., :. ., . 5 F r .. 'ice ...1. ., .. .. - I. _ _ ,- v '. . - � .. . ,. r -. , ):. ".A I ,.._ . ., � ,.. ,i .. ,. - : r . . ti ., ,.r - ti „ , .. �. r; �, n t. .. .. ': .., -. ,,.,-..•. :..., :.,. �' .,'I II a' II 1. 'I �. 7 1 a.4 P .. ..` r. -, - ,. .. , ..{: ! yy. f .. t... .. .., .. , r n x'A , , .. ,. �,.... I1;$ ., o,... ..,..... ' 1, r . , ". ., ', : .- .: r t , r s GENERAL NOTES. AND &PEGIFICATIQN$ SPECIFICATIONS.. {,' r.., :, . . 01,1 THE INTENT OF THESE DRAWINGS AND NOTIE5 15 TO E OR EXAMINE A >'pl.�, A.L SUB SHALL" HAVE 11 a DEFINE TH16 PROJECT. IT IS NOT WLTHJN THE SCOPE OF ,CONTRACTORS CQMPIrETE SET OF CONSTRUCTION CaOCUMENTS AND' 13E tj rlyr `! - .THESE DRAWINGS AND NOTI�,5 TO, DESCRIBE EVERY DETAIL OF THE WORK NECESSARY' TO CON6TRUCT,TH15 RE,$PQN51151,E To NOTIFY GENERAL :Cf7NTRACTORR IF THEIR r' ,, PROJECT. ,THE CONTRACTOR SI-TALI' UNDERSTAND THAT UIORK WILL NOT COORDINATE SMOOTHLY. WITH THE OYERAL;L PROJECT, ,C ,- ,,:, HE IS TO PROVIDE COMPLETE AND FINISHED WORK READY . J . : 3' ` `' FOR THE INTENDED USE:. THE' CONTRACTOR_ AND SUBCONTRACTORS SHALL' REYIElt1 A COMPLETE SET OF , 271,2,'CONiRACT:PR 15 RESPONSsI5LE FOR THE METHODS OF . CONSTRUCTION DOCUMENTS AND; VISIT THE 51TE `TO CO. I`IStL.kl.!CTION AND FOR THE COORDINATION ON ALL WOF�r_ 1, *1 } . OBTAIN A COMPLETE OVERYIEW,0F THE WORK REQUIRED. ` ._ ,; . �r ' iF THE CONTRACTOR FINDS THAT PERTINENT ' 01.9 CONTRACTOR SHALL' VERIFY WITH TN OUJNEI ,THAT ALL f � , r INFORMATION IS MI551NC:.OR MORI= 15 REG2UIRED,.NE'SNALL MATERIAL$'.G.ALLED;IN'TNESE:pRAWIGS MEET WITH THE °,, ,•,; . CONTACT THE ARCHITECT AND/OR ENGINEER &TANDQR,faS AND;REQUIREMENT$ SET FOR THE _, s, . 3g/a" MTL STUD — 5/8° GYP BD BOTH 51DES '; 2 X 4 WOOD BUCK ALL FOUR 51DE5 ,',. SHIM �" , ' I X PAINT GRADE WINDOW ti..jx, FRAME ALL FOUR 51DE5 OF OPG , 4 i �,^ .. 1/4" TEMP GLASS F `� 5' - 3/4" X 3/4" WOOD $TOPS EA SIDE :; r., { OF GLASS ' PAINT GRAPE WINDOW TRIM AS 1.' ' SELECTED (TO MATCH DOORS). f `` - ALIGN HEAD WITH ADJACENT DOOR r V, . HEAD TRIM. r,, ,' D-l. DETAIL 0 WINDOW TRIM F , _ HEAD, JAMS AND SILL l 7 L f ,'A -.3 - { I z . . ;7 A s , 7 wi , r , � WALL BOARD s Y rvr �a �� (fir' =,ryy 'j METAL STUDS L, , oo I ,0 , �' _e'J� . REyI510N5 . I :: . . -1 I . :" , , I � 11 .1 Amp*mmm a I � . .."', : I . 11 F"", , .- � � � I all% .&.% 0-%,. Lct A. I., 111111"le. , TRAWIC K. C.P.B.D. / A.I.B.D. .; 683 STALLINGS AVE*'' DELTONA, FLORIDA 32738 PH: 407.688-Z930 .11 &M.A11.: 1et world0c fLrr,cgm w I�pz- ��� , () :;I - AFTER CONSTRUCTION I5 COMPLETED.' ALL TRASH AND z - < 01.G CONTRACTOR SHALL .VERIFY ALL DIMENSIONS -"IN THE 6 w 0 a q � FIELD AND NOTIFY ARCHITECT OF-D15CREPANCIE5: DEBRlS SHALL BE'REMOVED FROM TNE'JOB SITE AT THE �, - IT A CONTRACTOR'& EXPENSE ►- 6 W 6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL - - i 4 ci QUANTITIES, DIMENSIONS, AND FINAL DETERMINATIONS 01.16 TEMPORARY, SHORIN�'_OF ANY TYPE, ;AND'PURPOSE IS THE `" < �'t ~Mg AS TO THE EXTENT OF THE WORK. RE5PON$ioiOTY .OP, THE CONTRACTOR. THIS ARCHITECT � � 6 Ci g - NA6 Not` ESICaNED.,5HORING AND. HAS- NO " u to m `�' � '' o " REBPONSIBII.ITY'FOR IT. :c " 6 a. � i Lu9 (Z� . FLASH 4 COUNTER FLASH �� u i u° u 0 f n 's I �� I . 1.11 ALL' MANUFACTURER&: FABRIGATOR6, OR SUPPLIERS OF I -AP AS RFQ. D -i s-2 v Cl � c5 V y 1u ! .0 ! , i ;� II . • { GRAB BAR I IR"0 a I1 1/1" CLEARANCE ' `�� FROM WALL � Y h - ztt I, -, ..,:% . ---- ANCHOR PLATE r` ' 12 ga. STEEL �i ' , ' ,, m �:� WO ALT: USE 2X6 OD "' ; ��, BETWEEN 5TUD5 ,;. b 1' tt/ s ' p=` ' C RAE3 BAR MOUNTING DETAIL I - A-3 rtr.5. IN „ ,''. 1, "�-, s I 4 , ,� 1--tNtski � .�`-- , 'mFt.:��­. 1, F ,", 1:�;j�.!.,�".!�,".'�"!.",.,.,..,, I 1. �',' �� , �>< 3 1�s fy r':ia v . e s s , tl ',`;` r*' J',,", id t.l 5 ! }CI}; .r r ' ° t. ,. "�' ,� . IMPR411 HENT5. , . 01.2 THE INFORMATION CONTAINED ON�THE DRAWINGS IS IN ''; . ' ITSELF INCOMPLETE AND VOID UNL�55 USED IN fDI,IOTHE Af�GHITVCT; AND,'/.OR ,ENGINEER 5HALL' NOT HAVE CONJUNCTION WITH ALL THE NOTE$/SPECIFICATION, COARSE, CONTROL OR:B1= RE5PON6I5 E FOR + TRADE PRACTICES, OR APPLICABLE- STANDARD&, CODES - CONSTRUCTION' MEAN%.METHOD6, 5EQUENCE6, ETC,, INCORPORATED' THEREIN�BY TH15 .REFERENCE WHICI-1 ' PROCEDURE6 ,OfRIFOR.SAFETY PRECAUTIONS AND " THE CONTRACTOR AND SUB CONTRACTOR(&) CERTIFY PRC?CaRAMS:. KNOWLEDGE OF BY SIGNING 'THE CONTRACT OR ENGAGING � ` ' IN THIS WORK, . ' (0MJ1 :ALL' CHANGE ORDER$ SHALL BE SIGNED BY THE -OWNER. PRIOR' TQ COMMENCEM E:,NT. OF 'THr, I)ORK TO''BE CPANGED. It 01.3 THE CONSTRUCTION OF THIS F'ROJEGT,SNALL COMPLY. WITH ALL APPLICABLE BUILDING, ENERGY FIRE, HEALTH, 0112 ALL,.R!lQUIRED TE5T5 5 HALL..BE PERFORMED. B`:' AN SAFETY AND ACCESS CODES, 'REFERENCE& TO THE CODE:" APPRQVED,',TE$TING LAB,' T{*ST6 RE5UOV6HALI_ BE SHALL MEAN THE MOST RECENTLY 'ADOPTED° EDITION OF $UBMITTl;D`-TO 6I1NER, ARCHITECT ANP E4 WEER. COS')' CODES ADOPTED BY THE LOCAL BUILDING'AUTHORITY: ,t OF TESTS SHA,L;,f3E-1NCLUDEP,`IN CONTRACT PRICE: 01,4 THE CONTRACTOR SHALL PROVIDE ALL`REQUIRED ;- 01.13 THE CONTF24C1OR SNAIL �vUE3MIT SHOP DRAU)INGS. FOR INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY ALL PRl=FAIr3RICATED-.IT•EM5,OF THE�WIQRK:t,''THE AND PROPERTY DAMAGE FOR THE DURATION OF THE - . . . CONTRACTOR SHALL OBTAIN APPROVAL OF., SHOP WORK PROOF OF INSURANCE' SHALL BE SUBMITTED TO ' . . DRAWINGS PRIOR TO FABRICATION.-SAMP4ES SHALL BE THE OWNER PRIOR TO COMMENCEMENT OF WORK. . . SUBMIT ;UPON REG2UE6T ', , 01.5 CONTRACTOR(5) SHALL EXAMINE EXISTING CONDITIONS fpl.14 THE .GONTRAQTOR' &HALL CaUARANTEE ALL WORK TINDER AT THE JOB SITE TO VERIFY ALL CONDITIQN$ AND THE EXTENT OF'WORK IF GONTRACTOR'OBSERVES'/D15CovER9 : TH15, CONTRACT TO BE FREE.FROI- :PEFEGT5 IN' t:'m,OERIAL" OR-`WORKMAN6HIP FOR.A'PERIOD OF -ONE . ANY AREA OF THE PROJECT (INCLUDED IN WORK OR NOT) - YEAR FROM THE IDATE''C?F FINAL ACCIrPTANCE OR THAT IS NOT IN COMPLIANCE WITH THE. CODES, HE SHALL CERTIFICATE OF, OCCUPANCY.1.:: 4': ' NOTIFY THE ARCHITECT,, . . . ' , 11 01.15 THE CONTRACTOR .SHALL CLEAN ALL AREAS OF THE WORK • FIND THIS SYMBOL f ^ ' D OO ��� C I —I E D U L ON PLAN NEAR DOOR lj;D �, �:' DOOR MARK DR SIZE ,A MARK .. SIZE THICK GORE MAT. TYPE FRAME THRESH, HARDW. CLOS. A ', -' X ( -a" 1 3/4" MTL. ALUM. SINGLE LT. GLASS N.M. ALUM. DEADBOLT YE5 E', 3�, X 6:,-all1 3/4 MTL. 5TL. FLUSH H•M, - LOCK YES ',,-a" X &.'-a-" 1 3/4"' WD. WD, FLUSH H.M. - LOCK YES , s! Y%;. ,J '11D1; . 3`-�:' X V-c3':' 1 3/4" WD. WD. FLUSH N.M. - LOCK YES ,; , IF,,' 12"1. X`14'-o" 13/4'' MTL- STL. ROLL UP STL. - LOCK MANUAL > . A,'� L EXI:T' DOORS SHALL BE OPERABLE FROM THE: INSIDE: A ;; ; ITNOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF Zt '"t" `.KEY..AND SHALL BE 6ELEGTED FROM ADA PRODUCTS. � ,., x .�2 ALL DOORS SHALL BE EQUIPPED WITH H.C. ACCESSIBLE 11�1,`= HARDWARE. TO ESE SELECTED FROM ADA CODE COMPLIANCE PRODUGT5: ; ,t OON aULT (WITH CLIENT FOR LOCKING AND KEYING. SEE THIS SYMBOL LETTER IN BOX ON PLAN 15 PROJECT NO.5GHEDULE ON PLAN IN EA. ROOM — ABBR FOR FIN15H MATERIAL ,.,I} ' FFtO fR 2 E3,45E 3 BALLS 4 CE IL- ING " k '. lU = 3 1/2" COLONIAL BASE D = 5/6' DRYWALL _ G = 2' X 4' ACOU5TICAL GRID II = VINYL T - CERAMIC TILE BASE = = I 11 ;, — _ D - 5/8" DRYWALL �' - 'V = VINYL BASE E3 = MASONRY WALL (.PAINT) = r. CARPET = _ - -.:SEALED CONCRETE II - NO BASE - = _ _ = I,. �. _ -I. J$E(,?)ENCIr OF'ABE3R IN SMALL BOX ON PLAN ` }'t'11 1 gO*pI. ATE$` TO BOX ABOVE; TO � INDICATE 5URFAGE 7 "I a . t >. ' : . �11rof �'� ¢j .j". . GF " TRANSITION STRIP ' (VINYL OR RUBBER) 1. y J ,',.y ,, (104-Q IUN CARPET VINYL TILE 4, ,, . fli il�� it,11.1,111� 9. *A !f , . 'fr)�° . a r , A , J)i;�p rf ' rr1} j ,_ �, , I, t 'p'- , FLOOR TRANSITION DETAIL - CARPET TO RE61LIENT f t j'h ," 1.41 I.3' �, I s ,, 4 r' e,.*Aj J " ,; , �'; rt,, ,� .f t.s I 2 3 CIRCLE OVER BOX 15 INDICATOR TO REVIEW OTHER PLANS OR ELEVATIONS FOR MORE INFO. TOILET ROOM ACCE55ORIES PROJECT ' CODE ITEM PTD PAPER TOWEL D15PEN5ER TPH TOILET PAPER HOLDER HGB HANDICAPPED GRAB BAR 42" LONG 1 1/2" DIA HGB HANDICAPPED GRAB BAR 3(o' LONG 1 1/2' DIA. MIR MIRRORS SELECTED BY OWNER (BOT. MTD MAX. 35" AFF) -,NOTE: ALL ITEMS NOTED AS SELECTED BY OMER, ARE TO BE PROVIDED AND INSTALLED BY CONTRACTOR BRACE TO 6TFJJCTURE AS REO'D HORIZGt�TAL SECTION = 7 � � ACOUSTICAL LAY -IN CEILING FIDE 1' FK BLOCK AT CEILPIG LEE IN WOQQ WALL& 3 W' u)oo 5TUp5 9 16" o.C. . U!" GYFSUhi IUALLtOARD EA SIDE . BASE: BEE FINISH SCHEDULE VERTICAL SECTION B TYPICAL WALL THROUGH CEILING - \ WOOD FRAME WALL . � I / ___ __L.� , BRACE TO STRUCTURE HORIZONTAL SECTION AS REQ'D � ACOUSTICAL LAY -IN CEILING 1. 3 5/8" METAL STUDS a I6' P.C, I/2 GYPSUM WALLBOARD EA SIDE BASE: SEE FINISH SCHEDULE I . VERTICAL SECTION . 'TYPICAL WALL T14ROUG14 CEILING A NON-COh5LhT1BLE WALL PREFA3RICATED BUILDING UNITS,,WHICH INCLUDE BUT ARE `"_ N > �� [ uw . NOT' LIMITED'TO:' FLOOR :TRUSS/J015T,.,RQOF TRIS5, ,� A6 ` r , BEAMS, COLUMNS. 4 .LINTELS, SHALL PROVIDE TO THE � 6 � � 6 i CQNTRACTOR;SNOP PRAUJIN .3 WITH. AN;;EMBOSSED _IiL � - � � I.- � � SEAL INDICATING- THAT -A QUALIFIED PERSON HAS - - 0 � a REVIEWED, AND UNDERSTAND6.THE DRAWINGS, 15 f�^ o per_ KNOWLEDGEABLE OF;APPLICABLE CODES, NA5 II ,� - :6 w i, , II 1%� - ic' 'f ..� DESIGNED, AND WILL SUPPLY: T0� HE Jc7E3 517E A I E lu lu z � " PROPUCT.THAT WILL -MEET, THE REQUIREMENT& AND II CONDITIONS INHERE INSTALLED IN THE WORK - () - 3 03.1 C©NCRETE: WINDOW _ _= _ _ _ _ _ _ _ _ d FOOTINGS: 3000, PSI IN �S ;DAYS i10TE: SECURE WINDOW A5 - SLABS- • . 3(000 PSI. IN 12'a DAY& PER WINDOW MANUFACTURERS U FILLED CELI' 5:'.3000 PSI IN 28 DAY& - CQUMNS 30(00 PSI IN 2a DAYS RECOMMENDATIONS FOR - - - . BEAMS: 300(D PSI IN 2$ DAYS - LOCAL WIND ZONE REQUIREMENTS SEALANT /.— /� . _ 06•I ALL WOOD,FRAMING'SHALL BE ,KILN DRIED AND HAVE A I- Q MINIMUM FIBI?R STRESS, OF {200 PSI... al. ' . P.T. 2 X 4 WOOD BUCK _ r II I EMI 04 - . �1--IF—Y I 062 ALL ' ' ' IN CONTACT WITH CONCRETE OR.'PIASONRY 3/16" TAP CONS, 24" O.G. a SHALL BE PRE&SURE TREATED' OR HAVE AH't APPROVED (11AX) 3 MINIMUM. - �,, SEPARATING MATERIALS. 8" CC�1G. BLOCK I . , GYPSUM BD. FILLED CELLS AS PER I 0,l•I INSULATION:,' IN5TALL NEW. , ' �FLOOR PLAN LOCATIONS :% P,\>cKKx\ " `�`11�� It� ::R-19;F3A7T'INSULATION ABOVE LAY-1N CEILINCx (IN OFFICE CORNER BEAD !E�z O CD .. AREA5 ONLY) . - _ co lL �Z4 11 R-4.2 FOIL -BACK INSULATION, ON ALL MASONRY WALLS. P.T. I X 411" -• = ~ '- <<_ %G ow THE MINIMUM FLAME, SPREAD CLA551FICATION OF INTERIOR FINISH a 561AI.L BEt --_--.� �.L- _�._'`"- _�'_ _._ ___~_"..--_..'_ 3/4" RIGID•IN5ULATION• � O C� U - a I ; FOR EXITS 4 EXIT ACCE55 'CLASS 15 "� • FOR ALL :OTHER AREA5 CLA55 C . - - —) _ I O I I 092. CONTRACTOR SHALL PROVIDE GLINT WITH ONE B AM D I ~` `"1 . COMPLETE.F.30X OF FLOOR TILE AND'CEILING TILE OF THE 'r.- TYPE,,USED ON' TH15 RRQJECT. ', ' A..� AT STUCCO WALL 1/2 SCALE � ` u�iNpoU rYPEs (2) 24" X 46' ALUM, FIX. GL. FRAME 11 �., J '' . . � . � . % . I . , I 11� I ��. . , . � I I . I . . . . I I 1. ��, I - �. � . 5' I 1L___jI . 0,�, 1 (2) 36" X 46' ALUM. FIX. GL. FRAME BRONZE ALUMINUM FRAME FIXED GLASS 6EE.MA IUFACTURERS SPEGIFiCATIG�IS FOR I 11IN5TALLATIOR INFORMATION . 1 . (D , I ----------------- ;C X . fall - 16N -- - _..-.. _ r . 1. 4 MIRROR - I I 1 TOWEL D15P. _. __ __ _ f 1 I — 1 • � I I T tc j i , 12" 1 42", MIN _ IRR '-(o "I/1(21 ' �4 GUT ' `z F ' I i _ I711M fiRA 6,4Ri u2si' .' TTTOOJT `� '. 3(0"t"(IN I A i I N � `� Tt L r_ tP0 Iz 0) _ I _ _ _ C I (h T COVER , _ 11 - Tt T� III ' _119�+ .: c\" � EXFQ5ED PlF, 6�1 UT ctl 10IZ4 E ; CADET 2165 15" ;, : 18" 11 . 5.-(a F. MIN. � � I ., � , TYPICAL BATH PLAN LAY 51DE ELEVATION . 11 W.C. SIDE' ELEVATION ' FRONT'`ELRYATION N.T.S .. , . ,5 . N... T - N T. . ; . 5 CLR. FLR SPACE LINE FOR TOILET gCLR FLR $PAGE LINE, FOR LAVATORY Q HANDICAP'T-TUFfil $PACE ' , MIN. 48" X 6(o" MINIMUM �A" X ., ,11 SEE WINDOW SCHEDULE NOTE: SECURE WINDOW AS PER WINDOW P.T. 2 X 4 WOOD BUCK 3/16" TAP CONS, 24" OC. MANUFACTURERS RECOMMENDATIONS (MAX), 3 MINIMUM. FOR Imo MPH WIND ZONE. - SILL . P,T. I X 4 - FLASH 4 COUNTER FLASH -, / LAP A$ REQ.') __ _..---- ----- ----.--------- __—____---- -__j J _ I_r- I - II ~ II I I •• i 11 - -6 II 4 - II . II - - II II --t 0) - 11 u . - - �- - - -4 P.T. FURRING AND . 3/4" RIGID INSULATION A WINDOW 5ILL DETAIL GYPSUM BD. Q- AT STUCCO WALL 1/2 SCALE I- 0 .... /1/.., , REPRODUCTION' • '_1 1. (7F Tu E PLANS' UY � • ANY: 'S IS PROI112ITFD /�� "` '• BY LL„LL ! I111119N6 •.1p\1 h° ARr 11rl r rx f up I • a • F__"_�.­ IM1 t 1'.Il, I . • I 0 t; II J e• o fL ;,or cn r-, 6) . CAI I V- Lr TO -. yUL'InuL'CA -L I,_ 7 "� + ., uOF THI I'L,1 \� 8 : , STRUCTUALLY ADEQUATE FOR 120 M,P,N, WINDS. THIS DRAWING MEETS THE " • (1) , REMIREMENTS SET FORTH MIATJOIN ".A` `o�"` IN CHAPTER 16 OF THE __ STANDARD BUILDING CODE 41 T IN 2�- EDITION AS PURL S ED 4, �.— BY THE 5BCC1 AND ADOPTED ! A TI AV 1CK 'CERTIFICArioP1jf10. IU_I BY THE LOCAL JURISDICTION GOPYRIGHT- 2002 LANE TRAWIGK, G,P,B.D./ A.I.B.D, �]��( ) 6) :3 � 111 z x �T J LLI <1 w C) Q 0 W, k 0 7 ZW JOHN J. HERBERT, ITI,-P.E. STATE OF FLORIDA REG. NO. 39505 DRAWN BY: LET CHECKED BY: A DATE- I�5/0I/03 CJ' GALE= ,45 NOTED DRAWING NO. GM-1102-1121 SHEET NO. A � 3 4 OF 9 aHEETv _ _ _ __ _ 1 _.. ... . ._ .. ... .. .... ._ , -. ,.,..... .. .u.... ,_ - . :.. ... .- .::: .- ... _. -. .. -. _ ..- :. ._..... :_.. _ ., .. ,_ .; .. .., ,. .. 1 ... .. ... .. .. 3. f ,. a I.n �-! t. _ ,:fir' ,: _ _- 4 -, r ! ., , , -ji. ,. t,�'.. - ., .,. I. s : F z , U 1. ., . � - 4 ,� ,. 5 , .. .'psi :: -. .- ., . �.. a r i. II t 1. � .. .. .. - ':, r .' .. ,. .. -.- ',... _ ,. ... ... ..:,, ,. 1 +. �J. ,.,- ... _. -: ! .('� '. ., r, 1 .. .: .. ..a ,.. ......, 1" �, z . ...., 1. ,. . ... 't . .. ;,. - r, , - r - 11 4 ... s.. . % ,�.. ,; ,,,, L.d a Ala -',. .. .' '. e ,. '. .. .. .. .' .. . .. ,- , h �. .' ;. y , I:.. .. ,... .. ,. .:..' ,', ': Jos. .' "' ,t., L;J� I.,.:... ,. f .,y ! S' ..,; .: - - - I ,,_ I .. ,; t , , ,.. •.. s it t� tlr C �f�Y: ti - f IJf�"f 1+� t " . 1. 4 ::i - FOUNDATION I \ ire !� 0 I \ I ♦ 0 1 �./ S N't IIM, `; ', nv-�It I 5.1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH YL S.F t �f: r - rF ,,�1 � 4 . �' .; .; (r 4la('4,� ,'1 . r} Rp 1 l'., h } 4T •f Sp ya , � rPgy:1, 1 cy }G v 'Al 1 ;r /rr,C.ur"A �1 ?'" L 4'1 iFy J`�' I : I. - ar f1.1Y r/ , � x/ �; _ rl fit'' y �", , 1 ° r x. `A ,� I1 ;; k, 1 `,, k 1 r .{.. i 1 iA 7 f /'� Q. Ihe' 1-' )6} ! ' eft I- J b r} �' � k' `, k or ra . c . {' a a ,. V..;! ! , . rr .. ' . U,� a- -- - _ __---- "` 1 T' a 'A N " ::" r . I 4, �` , ,, - - A1 r p -il - 52 v' ID4. , 1 ., 4, a , It , ::1, . <v ;, n k r ' 1 � --� -t r-r f11 1� Jr ., LCl 1P j ,J ' „E j S � a -------- -- "' . .rs4' @ f I' ),,j"t W i - "' /'" '• It m t = ( �\. I�11� Q' d:f�a Y., V' a i�i j l'A 8 4 ,l + f' r rti z yj i ; 4 '..+ t } t4� - t' Yrr fi � D-12 S2 rI"I'll, z: �, I I 11, � I , I �o I � ' . A( r, R - 1" zti.. ` o °1 �F 'tR , Ci 9 ,.> �4 4I J C ,1. � . fi '' , K( , r .,-i �, 1M14,,4, As 1 1 rri,t!,f 1 { . Sur` , - ' 4; / 'r , (k ' 1 ;4 ,r r a t1 A P ' 1.17 �r I^! �, ,'rk; I1 :1%' 1" ',y f , 1, L .`' i , `s. I'-0 1/4 L, r J . ,4 ,I, ' ,,J . .�,/ y' J f, ,." .,. . OF 3,(0(00 P61 AT 2a DAYS A SLUMP OF 4" PLUS OR MINUS I" AND HAVE 2-496 AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT , RATIO OF 0.5a. 5.2 FOUNDATION DESIGN 15 BASED ON AN ALLOWABLE SOIL PRE55URE , OF 2,500 PSI, 5.3 ALL FOOTINGS SHALL BE PLACE ON WELL GGMPAGTED MOIL. MINIMUM 9596 OF MODIFIED PROCTOR. MOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 6.4 ALL REINFORCING 5TEEL5HALL BE DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5.5 WELDED WIRE FABRIC SHALL CONFORM TO A5TM-185. WWF SHALL BE LAPPED AT LEAST a" AND CONTAIN AT LEAST ONE CRO55 p WIRE WITHIN THE a 5.6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 31a LATEST EDITION AND "5PECIFICATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, , THE FOLLOWING MINIMUM COVER SHALL PE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). So PROVIDE 4" THICK CONCRETE SLAB IN BAY AREAS AND A 4" THICK CONCRETE SLAB IN THE OFFICE AREA WITH 6 X 6 10/10 WWM. ON GLEAN COMPACTED FILL. TERMITE TREATED BARRIER BENEATH FLOOR SHALL BE 6 MIL vI5QUEEN. = 5.9 PROVIDE STEEL TROWEL FIN15H FOR ALL INTERIOR SLAB AREAS. Q 5,I0 PROVIDE 1/8". WIDE X I" DEEP TYPICAL 5AWCUT JOINTS AT LOCATIONS N 5HOWN ON' PLAN5 WITHIN 12 HOURS OF FIN15HING SLAB. 5,11 PROVIDE FILLED CELLS WITH CNE CONTINUOUS " 5t REBAR VERTICAL FROM THE FOOTING STEEL TO BOND BEAM ABOVE. MAXIMUM SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25.I LAP •SPL'ICE (SEE FLOOR. PLAN FOR LOCATIONS). 5.12 ALL MA5ONRY, WORK ,TO, BE DONE IN STRICT ACCORDANCE WITH ,ACI 53(0/95 AND AC-1 530.10(95, : 5.13 PROVIDE CONTROL JOINTS WHERE MASONRY WALLS AND CA5T-IN- PLACE CONCRETE WALLS MEET, -1 5.14 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE 'L) $ FIELDPRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 5,15 STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATIONS FOR DE516N, FABRICATION AND°ERECTION OF STRUCTURAL STEEL FOR BUILDING,'' LATEST EDITION. 5.1(o WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODES OF THE AMERICAN WELDING SOCIETY, AW`a D1.1, D-2 0 rJ, 2 -r 5.17 ANCHOR BOLTS SHALL CONFORM TO A5TM-307. 5.10 5TRUCTURAL STEEL 5HAPE5, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. -- __ - - '-0I S.Ig lIDIMEN51ON5 SHOWN ON THE CONSTRUCTION PLAN SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. ocli I 4 11 4 i r ,'. ® o � 6 :, A B 9 E ,n ,'Y n , , ,, , r i 'fa Y'.? , - . A•'y+ 1 :,;:,%�',;_: r a/,+1 'i # r-- o� N I . � I t FLAN f, .:a, :. . �-` ­�, ,,,, ..., :,, , , At 1 "'. ,. 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" / llJ u 43/ a a a W d. . . - w ,, • ., c -r�--rr r-r- -t; �-ra _ im 4 r- ---or- r-----� W W !n . e ,,i • - 0 d) t .. ' ` L ( i I:,, SEE SCHEDULE SEE SCHEDULE �1 ,, _ "ff r, > ` ,: f: �,, ' SEE SCHED. . ,� , "t .rI - -. �` ` A TYp ���Tw�� TYPE ",4" T1'P. FOOTINCx--TYPE 'IB" TYP. PERIMETER FTC:. "C" . ,- . R- L ,� t,f :,e ' FOOTING TYPEr DETAILS ", - '. ,r,r •a --- - - ,. : r , 5GALE:3/4" _- I'-0" VA A },r , P � ; . . ,J , .. ,. ,i°. ., -. t A # FOUNDATION 5GNEDULE . I 51ZE �FTG TYPE LOCATION L X � X 1)REINFOIR'GINr (5) 06 BARS EA. WAY 'TOP BARS FI 4`-011 X 1^11\/21�rn11 0 X 0 (5) "6 BAR$ EA, WAY BOTT, 5AR5 (a) 06 BAR$ EA. WAY TOP BARS F2 o'-0°/ Im° X_X2I_011 (a) 06 BARS EA. WAY BOTT. BAR5 (a) 0(o BAR5 EA. WAY . TOP BARS . _ F3 I'-m11X1'-0"X21-/J111 SKC// I� ��C// /� V. (a) r6 BAR5 EA. WAY BOTT. 5AR5 (I1) p' BARS EA. WAY TOP, BARS F4 g1-0uXa1- 11X21_Qj11 (11/ O6 BAR5 EA. WAY BOTT. BARS Ur-ii 1. L (2) 05 BARS CONT. TOP 5AR5 - CONT. WALL FoOTIt IG CONT. X I' - ( "X I' - a" (2) 05 BARS CC) 1. BOTT. BARS PASSES THROUGH COL" FOOTINGS W/03 5TIRRUPS010"Or. ����,�1i�' 1 /, r-') , ° REP+OOUCTION' . �' Or Th,,r PLANS BY ° � ° ANYNI.ANSISF`Rl HIEI1 D "° 1'\\ ° B'f rFDEHAI LAW V OI PTIONS �� °' Aft'_ ON! 4Atlr R, r NF. UP I I— ,07 or uI 11 °. TO >I Orl OJU PEIt O.- N,L ,, f�) ° CALL II!r OS IO (13TAIN I ;1I C c t" ,-- +5'./1; ° ° 1, THIS PLAN Jel ._ J 6 / �r� 1, , 5TRUCTUALLY ADEQUATE FOR 120 M,PA WINDS, TH15 DRAWI% MEETS THE - __:. .. REQUIREMENTSSET FORTH g1�T1Dtl,AL COVNCiI L w r.,,, �`i ���� ., IN CHAPTER Ih OF THE 4,' FLORIDA BUILDING CODE �'? • _ 1 M 1` 2001 EDITION A5 PUBLI5HED ,A t BY THE STATE OF FLORIDA AND _f" w-, LANE THAAl r CEIrnFICAFIO�N NO iQ-jI,j _: ENFORCED BY THE LOCAL _-7%j JURISDICTION. COPYRIGHT- 2002 LANE, TRAWICK C.P.B,D./ A.I.B.D. La.r�.e - � TK1�`WICK C.P.B.D. / A.I.B.D. 683 S'PALLINGS AVENUE DELTONA, FLORIDA 3Z7.3� PHONE: °407.6E182930 E-MAIL: letworld0efl,rlr.com W_ � w� . �Q �z w w 0 - 0 ;T) w o w—I mgwTC)tn R ru_5- 4) v 9- 7 QaAu�w �` '�}� �p aY y �i - <i 1 � C)0)8P - _ iR- `t w `� w 1 `X i�T�z o X,e !4 y ( ) C, � i 0 1 0 i_ w ' W i () W 0,Oo . Q l f �) U Z ul o � . i I Z < 1�1. 0 a w.a . , � ul � m 1 _I kl - 3 'e a _ Z V _F I- 0 � � x0 ; t_ q , I `[ _3 E_� z In m I I0 L - ,. 61 14AY 0 7 2003 JO W J. HER6ERT, [II, P.E. TATE OF FLORIDA REG. NO. 39505 A BY: CHECKED BY: A DATE: 05/01/03 SCALE: A5 NOTED DRAWING NO' ,M-1102-1121 5HEET NO. SE 5 OF 9 SHEETS 1 1GY>�ff16W10:A1111®fY111AI - , r ! { r : : 1 r e "R" PANEL MANSARD SHEETING (MP-11) ID .9 INSIDE CLOSURE FET-20 r �r r 1` r, r1 FRAMING BY METAL BUILDING MR, TYP. u, ix •� 4i. F 9f � ft' ; >a i a - 1, + i 9 1 .s �lL f �r. r a d r Jt S J 7 I a v M1 ,. # MBI MASONRY BOND^-/�� ' BEAM: 8" X 16" REIE WITH (1) • 5 CONT. IN KO COURSES _ GROUTED SOLID, TYP. r f',. ;.i ) 1, MASONRY WALL iti A CONT. WALL FOOTING REINF. PASSES THROUGH yo 1 r COLUMN FOOTING , 4 C 4 J/l{. 1 „ y 5EE 5CH • ,2A r 'A MAIN FRAME FTG TYPE SCALE: 3/4" 52 r ' ll ' i It CV p '{f tip Y{0. lyYf 1 , ' 11 Ill 0 lop 7t (4)1/2" DIA, X 1 1/4" H.T. BOLTS — IIINSIDE FET-20It - J 6P-24- OUTSIDE u -6-2C CLOSURE- OUTSIDEi S7-20 — L CLOSURE 11R" PANEL SOFFIT SHEETING 0 21 -011 SV D-12 SECTION j-� SCALE:: 3/4" °..V-0" ---0.6. CLOSURE 11R11 PANEL BACK SHEETING MC-2 �-_ a" GIRT �. - --- INSIDE CLOSE ,YG-9 INSIDE CL05E 8" EA.YE STRUT (?)1/2" DIA. X 1 1/40 H,T, BOLT6 MR-3 ER -I (4)1/2" DIA. X 1 1/4" H.T. BOLTS CC-IR NOTE: , g11 BLOCK WALL NOT BY METAL BUILDING MANUFACTURER METAL ROOFING A PURL IN FRAMING BY METAL BUILDING MFGR TYP. I ti, RIGID FRAME BEYOND. SEE PLAN, TYPICAL I _E F?LAN.�..._. T T.O. BOND BM. MBI MASONRY BEAM: 8" X 16" I REINF. WITH (I) A 5 CONT. IN KO COURSES GROUTED SOLID, TYP. a" MASONRY WALL - I SEE PLAN FOR REINFORCING - TYPICAL D-10 SECTION �J- 2 SCALE: 3/4" I'-0" G I { I ��5EE PLAN LLJ T.O. BOND 5M. = 8" MASONRY WALL _ SEE PLAN FOR REINFORCING ' TYPICAL 'q - 9 I D-� SECTION S2 SCALE: 3/4" = 1'-0" _ (I)• 5OAVERTICAL TO TAIALL.f 4'-0" O.C. _ - " TYPICAL UAO. "POWER6 STEEL" HEADER - GMU KNOCK -OUT BLOCK PRE -CAST REINF. W/ (1) • 5 CURSE. REINF. SOLID CONT. AND FILLED - (1) 15 � cow. t GONG. HEADER �� 6OLI,D Wl GONG, -_ FILLED WLID W/ A' 4 . TYPICAL GONG, TYPICAL ' W - 11 W W-8 OPENING5 ,@ REG. CoNc:'BLOCK OPENINGS, ,@ SPLIT -FACED f�LQGX NOTES. 1. PRECAST LINTEL,$ SHALL BEAR A MIN. a" END, 2. BREAK CqT BOTTOM OF LINTEL AT BEARING TO ADMIT p- 5 E C T I ON VERTICAL' R0NFOT1 IW4, SCALE: 3/41.` , V-0.i THESE DAR$ MAY BE. ELIMINATED IF WALL REINF, TERMINATES. lk, ST,ANDARD HOOK 5PLICE LENGTH TD. NOOK • - 1.0 . CORNER BARS . La =L BEAM WALL FOOTING. TYP. NOTE: CORNER BAR SIZE, SPACING AND LOGATJON SAME AS HORIZ. WALL REINF., LAP 5PICE6 PER ACI 315 FOR SPLICE LENGTH. FOR BEAMS, WALLS AND FOOTNG$. D=�o SECTION 52 SCALE: 3/4" 4'-0)" SLAB REINF. 5.EE I I " LA PLANS, STOP EACH TOOL EDGES TO I/ �' , . GALS. MTL. "C" SHAPED p SIDE of JOINT RAP. WHEN EXPOSED"CONTROL JOINT, � ul z U \\\ a G d G 4, A 40- 4 °. T, �------_i r TYPICAL'CON5TRUCTION JOINT WIVAPOR BARRIER SAW V." WIDE 5LOT6 4 40 U HOURS COMPACTED SOIL 4 AFTER CONC. PLACEMENT,' (FILL SLOTS Q W1 EPDXY RESIN JOINT FILL4R AFTER 90 DAYS. ,FOR EXTERIOR 6L'AB5 GRIND O v OR RtJB FLUSH. --- 1i fd - cUT EVERY QTHER (' WIRE BENEATH JNTr 1 C C � VAPOR BARRIER OPTION'''CON5TRUCTION JOINT COMPACTED 501L rD TYPICAL'CONTROL.JOINT. ' 52 SCALE- 3/4".1- I'-V" WIF SEE PLAN NOTES ELEV. SEE PLAN r.o. SLAB ut (COMPACTED FILL `n TYPICAL I I I ( I I�-lU•5m cri 811 , D-4 SECT ION 52 SCALE: 3/4" = 1'-0" MASONRY WALL METAL COLUMN, BASE PLATE _ I AND ANCHOR BOLTS BY METAL BLVS. MFR. TYP. 1/2" CONT, EXP. JOINT,TYP. _ CONT. WALL FOOTING REINF. EXTERIOR SLAB PASSES THROUGH COLUMN FOOTING SEE ARCHIT, OR _ HAIRPIN, SEE FOUNDATION PLAN CIVIL TYP. SEE PS a 4 _ _ T.O,� SLAB�-r<, — —� — —�— — Q n <1 ° I I `v n w u1 4k 5EE SCHEDULE Y � COLUMN FOOTING D-3 5E(--,TION - MAIN FRAME FTG TYPE 'B' SCALE: 3/4" = I'-C)" 5EE SCHEDULE THICKENED SLAB EDGE BEYOND CONTINUE REINF, THRU COLUMN FOOTINGS, TYPICAL MA50NRY WALL SEE PLAN FOR REINFORCING - TYPICAL V2" CONT, EXP. JOINT,TYP. _ EXTERIOR SLAB -SEE ARCHIT. OR CIVIL TYP. a Q 4 4 GJ 4 V 5EE SCNEDr � REINFORCING �--- SEE SCHEDULE SCALE: 3/4" = 1'-0" Lu _L 2 .Q. SLAB MASONRY WALL I METAL COLUMN, BASE PLATE AND ANCHOR BOLTS BY METAL BLDG. MFR TYP. CONT, WALL FOOTING REINF. t[ I ///" PASSES THROUGH COLUMN FOOTING /---HAIRPIN, SEE FOUNDATION PLAN O II d 1 4 4 ° -4, f L 4 n >a �c!) / Q 4 . I W °4 n u 5EE 5CHEDUL COLUMN FOOT SEE P,CHEDULE MAIN FRAME FTG TYPE 'A' THICKENED LAB EDGE BEYOND SL SCALE: 3/4" = I'-0" CONTINUE REINF. THRU COLUMN FOOTING5,, TYPICAL SEE PLAN T.O. SLAB e TRAWICK C.P.B D. / A.i.B.D: 683 3TALLIN03 .AVENUE DELTONA, FLORIDA 3Z738 PHONE: 407.688.2430 EMAIL: letw94dOcErr,com LU T LL �'- z- L) o In 5:z �. qm v, 6 __ u► . <t to µl .- U� Q P cl LILA U tUn O.s �ay ILI 'g_ lll�f-F V) U Q � H 0 r- 1..b1 co �- ILu u ocn ILL CS cn N NW < W 1.1.4 Ii- < n lul�� o `••�' Or itic F FL.1N BY AtYPrifJ I•NRYNILITFO °•'•`� / Y' \ - �'•� BY FEU IiAt I AAIVIOL IT ONS ° �•� f t' ° - Q ART,.F1'2 fl LFl r lr UP °• r"# •• r11iJ- nrJell�tf YJ '✓ -�I oIN uJ N J. HERBERT, III, P.E. �;IonaooP_Ro F r.,r 5 -ATE OF FLORIDA (J� • CALL 1HF rf ,IGN R fO G. NO. 39505 +C'7_u ° • OBTAIN LECAL lA IF or THIS FL# AN DRAWN BY: L E T CHECKED BY: J1� DATE: 5TRUCTUALLY ADEOUATE POR 120 MP.H. WIND5. 05/01 /03 ° 5CA E: TH15 DRAINING MEET5 THE - -- A5 NOTED REQUIREMENTS 5ET FORTH ATfON'A��i N�L C. x �> DRAWING NO, IN CHAPTER i(o OF THE �M - 1102 112 STANDARD BUILDING CODE ° k x SHEET NO, 2001 EDITION A$ PUBLISHED LANE TRA`Jj ICK i BY THE 513CC1 AND ADOPTED CERTIFICATION 1,10-_fj)� BY THE LOCAL JURI5DICTION 77 — �r - - - -------- J. (C: GOF YRIGHT-1', 20'02 LANE TRAWIGK; C P.tB.D./ 4.1'13 D, ro OF 9 5HEET5 4 &XV NIT a y Y.. i , .. .'. �..7 t i I 1 I I - 1 iw,, rc , ?r "t " F a 2 V Jh' I r, tv}r ci. � p r • f vl 41rl r y ((A X x � tA ^r J A t! y tr w E L E CJUJE FL AN rr x , ,a . K i t , N' s" "q .1 a' EL.E:CTfRICAL. NOTES HvAC GENERAL NOTES' ,El V151T 51TE AND DETERMINE REQUIREMENTS ANp C05TS FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPANSION FEES IF REQUIRED. COORDINATE WITH UTILITY COMPANY. NO C05T INCREASE WILL BE ALLOWED AFTER BIDDING. E2 THERE SHALL BE NO BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE 5HOWN ON THE DRAWINGS. DI5PLACE THEM AT LEAST 4 INCHES AND SEPARATED BY A STUD BETWEEN OPPOSITE WALLS. E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEMS OUTLETS SHALL BE MOUNTED la" ABOVE THE FLOOR. AT RECEPTACLES ABOVE COUNTER TOPS MOUNT a" ABOVE COUNTER UNLESS NOTED OCHERWISE. REcEp,TACLE AT WORK 5TATION5 SHALL BE LOCATED BELOW COUNTER SURFACE AND ACCE55ED THROUGH PLASTIC GROMMET OPENING IN TOP. HEIGHT5 ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR 51NK5, 45 REQUIRED BY CODE. , Eo ALL CONDUCTORS SHALL BE COPPER. E7 ALL WORK SHALL BE, PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED 5Y5TEM SHALL BE FULLY OPERATIVE. ES ALL WORK SHALL BE DONE IN ACCORDANCE WITH N.E.G, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES, E10 THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS $HALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER. PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED, Ell ALL MATERIALS AND FIXTURE5 5HALL BE NEW AND SHALL BEAR UNDERWRITER'5 LABELS WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENE FRATION$ $HALL MAINTAIN THE RATING OF WALL, FLOOR, OR CEILING. E14 VERIFY CLIENT'S REQUIREMENTS AND LOCATION'S of DEDICATED CIRCUITS. E15 ELECTRICAL SUBCONTRACTOR $HALL VERIFY AND COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHER SUBCONTRACTORS. EI(o ELECTRICAL SUBCONTRACTOR $HALL VERIFY THAT PROPER CLEARANCE AND AC-CE55 15 PROVIDED FOR SELECTED FIXTURES. NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. Ell TELEPHONE INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY E15 FOR TELEPHONE OUTLETS, PROVIDE METAL BOX AND CONDUIT 5TU5 UP ABOVE THE CEILING. TELEPHONE COMPANY SHALL WIRE THE TELEPHONES PER THE N.E.G. E19 ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE LINES OR COMPUTER CONNECTIONS MAY BE REQUIRED. E20 COMPUTER / PRINTER / NETWORK: VERIFY WITH CLIENT THE SPECIFIC REQUIREMENTS of THEIR MIS SYSTEM AND PROVIDE WIRING OR CONDUIT A$ NECESSARY. E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BEAR A "UL" LABEL. THE AREA OF THESE BOXES $HALL BE NO MORE THAN 16 5.1, AND NO MORE THAN 109) S.I. AGGREGATE PER 100 5.F. OF WALL, BOXES SHALL BE INSTALLED WITH NO MORE THAN 1/a" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM BOXES ON OPPOSITE SIDE OF WALL BY A MINIMUM DISTANCE OF 24" ELECTRICAL 3 LIGHTING LEGEND — ELECTRICAL PANEL 6) EXHAUST FAN, CFM NOTED AT FAN 110 V DUPLEX'OUTI.ET (16" A.F.F. TYPd 2' X 4' FLUORESCENT LAY -IN , 4 BULBS ►" INDICATES HEIGHT AFRTO CENTER EXT.ERIOR WATER PROOF RECEPTACLE � S'FLOURE5CENT FIXTURE (2 BULB) (12 - TOTAL) vf4t,-x GKbWD FAULT INT!"RRIMPT PLACE A$ REO. — 4'FLOORESCENT FIXTURE (2 BULB) 220 V00 R1=OEPTAGLE,,' ' ® EXIT LIGHT ( W/ DIRECTIONAL ARROW, AS REQ'D) b ;: SWITCH / _WAY. WITCH `=' EMERGENCY LIGHT $D , DIMMER WTCN ® 511CKE DETECTOR 4 P4 . TELEPHONE`JACK, Eij A/C DISCONNECT EXTERIOR FLOOD LIGHTS SUf;FACE MOUNTED CEILING FIXTURE W 'WALL MOI.NTED LIGHT FIXTURE , Q , °_ ' RECES�aED 6" DOI.UJ.LICaHT FAN -LIGHT ' COMBINATION; Q , ° CONNTER DATA;OTLET. PROVIDE CONDUIT STUB IN CEILING REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A CC(9PLETE AND OPERABLE SYSTEM, INCLUDING INCIDENTALS REQUIRED BY CODE, ANY DISCREPANCIES TO BE BROUGHT TO THE ATT►ONTION OF THE GENERAL CONTRACTOR WOW SHALL COMPLY WITH THE FOLLOWING: A: A.SHRAE B: SMACNA C: STANDARD MECHANICAL CODE D: NFPA SECTION WA AND 905 E: NFPA SECTION.101 LIFE SAFETY CODE, F: ALL STATE AND LOCAL CODES. 3. SUPPLY AND RETURN DUCTWORK $HALL BE 1.5", R-6 FIBERGLASS WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC, SUPPORTS TO BE U CHANNEL, MAXIMUM DISTANCE BETWEEN MAXIMUM DISTANCE BETWEEN SUPPORTS 5HALL NOT EXCEED . FIVE FEET. 4. FLEXIBLE DUCT RUNS TO BE LISTED AS CLA65 I, R-6 AND BE INSTALLED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE. FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL STRAPS. SUPPORTS $HALL BE PROVIDED WITHIN 1 1/2" FOOT OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. HORIZONTAL DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2" PER FOOT OF LENGTH. 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED SHEET METAL. SEALED WITH APPROVED MASTIC. 6. ALL PENETRATIONS SHALL MAINTAIN THE RATING OF THE WALL OR CEILING. 1, SUPPLY AND RETURN GRILLES $HALL BE 2 X 2 PERFORATED FACE WITH FIBERGLA65 BACK RETURN GRILLES INDICATED BY "L" SHALL BE FIXED 45 LOUVER FOR LARGER AIR QUANTITY. 8. CONDENSATE PIPING TO BE SCHEDULE 40 PYC WITH 112" PIPE INSULATION TO PREVENT SWEATING. PROVIDE P-TRAP WITH CLEAN -OUT AND ROUTE TO DRYWELL. g PROVIDE. PR06RAMMABLE THERMOSTAT AT LOCATIONS SHOU.f`I. THERMOSTAT SHALL BE 1 DAY PROGRAMMABLE AUTO CHANGE OVER WITH NIGHT SET BACK SUPPLY FAN SHALL RUN CONTINUOUSLY AND DURING OCCUPIED HOURS. 10, UPON COMPLETION HVAC.CONTRACTOR TO START UP HVAC SYSTEMS AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. WVAC CONTRACTOk SHALL BE RESPONSIBLE FOR THE PERFOIRMANCE AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW 5YSTEM5. II. CONSULT WITH CLIENT CONCERNING USING METAL OR LINED DUCT WORK METAL DUCT 1XW 15 RECOMMENDED BY ARCHITECT. METER NOTE: UNDERGROUND UTILITIES OPTIONAL WWERE NOT REQUIRED TO 5ERVICE (WHERE UNDERGROUND 5ER\/ICE NOT REQUIRED) 200 MAIN BREA PANE Z 30 1 Cu. 11/2 GONDIIIT 'mot CU TO GRID, ROD GWP E7 E C T, F1, 15 E R1 No 5G4LE AC�­l UNIT , (LA aFN�ouurTlo JorTlle F NLArI Al nrlS I P IFDCR 1L LAWF'U 11 I6 L $10)D11 P,ifrI."iALL TH U(nl I IH1 AL c7rlJA 5TRUCTUALLY ADEOLIATE FOR 120 M.PN. UJIND5. TH15 DRAWING MEETS THE . REQUIREMENT6 SET FORTH 7 IN CHAPTER Iv OF THE FLORIDA BUILDING CODE 2001 EDITION AS PUBLISHED BY THE STATE OF FLORIDA AND ENFORCED BY THE LOCAL JURISDICTION. .(,-OPYRIGHT- :20021 LANE TRAWICK, G,P.B.DJ A.I.B.D. A►'V'I C C.P.B.D. / A..I.B.D.' 683 STALLINGS AVEN'VE DELTONA, FLORIDA 32738 PHONE: 4074W2930 E-MAIL: letwodd4cf1rrr.com 1 U F— 6 uk J� C`4�?� U u,r Vi t Q_ ., C) p Q _� �u&-4 0 <( -tie, LLt Q cn `1 U q LLI LLI co U � { LLl �J (S) IM3 V�4 J �cT-BERT.14 PE •Icc a FLCiRll?A REG. NO. 335+�8 DRAUJN B-Y LET CHECKED BY: JR DATE: O5/01/03 A5 NOTED DRAWINI NO. GM-1102-1121 5HEET NO. E�l 8 OE 3 5HEET$ s 1 l; < z:. s 5-. s y` r �. M1 L F F. r} �1 Y SY t ! 4, c f r, 1 2 s S- �q d. t A,- 7 , e: t 1 s'r f, F' VS l+"f �� 1 ' 1 r i •4 ., . Y 5 r r 4 0,z $'S xAxti ' tt rs "a 1 .. Y , ;yt 7tpi�t t o q t y' v i qIQ� ,fit: ����("���`�,� � .�." � � • f 4 d � I , I , <g C; iIt 1 s{? ' M1 {� c y.t 9'z, raj 1 SYa F 4 i b } f t Tay'\ �> 1 � I I / Y ry ' a rT = �r u • i ' � I i d. �t �' — L� 44 > - 4 t r ... ,' _�._....___..___. 'gyp 41 ,air i u I I II fJ !• 4t fJ )'•�Fs I t - __ _ _ —ter' 1 \ 114 ! I I� I1 t/I 4 �4 f r� /r �q Y ' �0 ,�I . 1 e r ys } ( I , a i 4 �s F y t f a f r , t r .3 c r , , , I ° y : , , r , .. .r • r . 2 ELECTRICAL NOTES E L E -T I A1� L I H T I NC- L A IN U11T✓-I N\/AC SUPPLY AND RETURN REGISTER LOCATIONS SCALE: I/S" = I'-.0" El V151T 51TE AND DETERMINE REQUIREMENT5 AND COSTS FOR POWER AND TELEPHONE CONNECTION, SERVICE EXTENSION, INCREASE IN CAPACITY, AND SERVICE EXPAN5101` FEES IF REQUIRED, COORDINATE WITH UTILITY COMPANY. NO COST INCREASE WILL BE ALLOWED AFTER BIpDII�a. E2 THERE SHALL BE NO,BACK TO BACK OUTLETS OF ANY TYPE, REGARDLESS OF HOW CLOSE THEY ARE SHOWN ON —THE DRAWINGS. DISPLACE THEM AT LEAST 4 INCHES -AND SEPARATED Bl' A STUD BETWEEN OPPOSITE WALLS, E3 ALL WALL MOUNTED RECEPTACLES AND SYSTEM$ OUTLETS SHALL BE MOUNTED IS" ABOVE THE FLOOR AT RECEPTACLE$ ABOVE COUNTER TOPS MOUNT S" ABOVE COUNTER UNLE55 NOTED OTHERWISE. RECEPTACLE AT ;•WORK STATION••$ MALL BE LOCATED BELOW COUNTER SURFACE AND ACCESSED THROUGH PLASTIC GROMMET OPENING IN TOP. HEIGHTS ARE TO CENTER OF FIXTURE. E4 PROVIDE GFI PROTECTION FOR RECEPTACLE NEAR SINKS, A5 REQUIRED BY CODE. E6 ALL CONDUCTORS SHALL BE COPPER E7 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST CLA$5 WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ES ALL WORK SHALL BE DONE IN ACCORDANCE WITH N,E.C, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. EIO THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF DEFECTS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF INSTALLATION THAT MAY HAVE BEEN DAMAGED. Ell ALL MATERIALS AND FIXTURES SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LA5EL5 WHERE APPLICABLE. E12 CONTRACTOR SHALL PROVIDE CIRCUIT ROUTINGS TO SUIT THE JOB CONDITIONS. E13 ALL PENETRATIONS SHALL MAINT*IN THE RATING OF WALL, FLOOR, OR CEILING. E14 VERIFY CLIENT'S REQUIREMENTS AND LOCATIONS OF DEDICATED CIRCUITS. E15 ELECTRICAL SUBCONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHER SUBCONTRACTORS. E16ELECTRICAL SUBCONTRACTOR SHALL VERIFY THAT PROPER CLEARANCE AND ACCESS 16 PROVIDED FOR SELECTED FIXTURES. NOTIFY ARCHITECT IF CONFLICTS BEFORE CONSTRUCTION BEGINS. E17 TELEPHONE, INSTALLATIONS SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY E15 FOR TELEPHONE' OUTLETS, PROVIDE METAL BOX AND CONDUIT STUB UP ABOVE TPE'CEILING. TELEPHONE COMPANY SHALL WIRE THE TELEPHONE5 PER THE N.E.G. E1(b ALL PHONE LOCATIONS SHALL BE WIRED FOR MIN 2 PHONE LINES. CONSULT CLIENT FOR EXACT NEEDS AS MORE LINES OR COMPUTER CONNECTIONS MAY BE REQUIRED. E20 COMPUTER / PRINTER / NETWORK: VERIFY WITH CLIENT THE SPECIFIC REQUIRE, MENT5 OF THEIR MI5 $Y5TEM AND PROVIDE WIRING OR CONDUIT AS NECESSARY. E23 ALL ELECTRICAL SWITCH AND OUTLET BOXES INSTALLED IN FIRE RATED WALLS SHALL BEAR A "UL" LABEL. THE AREA OF THESE BOXES SHALL BE NO MORE THAN 16 5.1. AND NO MORE THAN loo S.I. AGGREGATE PER Imo S.F. OF WALL. BOXES SHALL BE INSTALLED WITH NO MORE THAN 1%" GAP BETWEEN BOX AND DRYWALL AND SEPARATED FROM 5OXE5 ON OPP051TE 51DE OF WALL BY A MINIMUM DISTANCE OF 24" ELECTRICAL 4 LIGHTING LEGEND ® ELECTRICAL PANEL ® EXHAUST FAN, CF1'1 NOTED AT FAN IID Y %PLEX OUTLET (la" AFF, TYP.) 2' X 4' FLUORESCENT LAY -IN , 4 BULBS INDICATE6 HEIGHT A.F.F. TO CENTER ! EXTERIOR WATER,PR00F RECEPTACLE a V FLOORESCENT FIXTURE (2 BULB) (12 - TOTAL) GF1 GROUND FAVLT.,INTERRUPT PLACE A5 REQ. 4' FLOURE$CENT FIXTURE (2 BULB) 220 Y( T,RECEPTACLE I EXIT LIGHT ( V DIRECTIONAL ARROW, A$ REQ'D) WITCH / 3 UJAY SWITCH EMERGENCY LIGHT DIMMER OTCH SMOKE DETECTOR . ;,4 P14` TELEPHONE JACK (� AA- DISCONNECT Y EXTERIOR FLOOD LIGHTS 5G _ _ 5UWACE MOUNTED CEILING FIXTURE _ Ul " WALL MOUNTED LIGHT FIXTURE Q RECE$5ED 6t'�DOUN LIGHT. - "COMI�TER IJATA OUTLET - PROVIDE CONDUIT %13 IN CEILING HYAC GENERAL NOTES REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE 5Y5TEM, INCLUDING INCIDENTALS REQUIRED BY CODE. ` ANY DISCREPANCIES TO BE BROIJGHT TO THE ATTIONTION OF THE GENERAL CONTRACTOR, WORK SHALL COMPLY WITH THE FOLLOWING: A: A5HRAE B: $11ACNA G STANDARD MECHANICAL CODE D: NFPA SECTION WA ANO 90B E: NFPA SECTION 101 LIFE SAFETY CODE.` F: ALL STATE AND LOCAL CODES, 3. SUPPLY AND RETURN DUCTWORK SHALL BE 1.5", R-6 FIBIiRGLA55 WITH ANTIMICROBIAL COATING SEALED WITH FAB AND MASTIC, SUPPORTS TO BE U CHANNEL, MAXIMUM D16TANCE BETWEEN MAXIMUM D15TANCE`5ETWEEN SUPPORTS SHALL NOT EXCEED . FIVE FEET. 4, FLEXIBLE DUCT RUNS TO BE LISTED AS CLASS I, R-6 AND BE INSTALLED IN ACCORDANCE WITH THE'FLORIDA ENERGY CODE, FLEXIBLE DUCTWORK SHALL BE SUPPORTED WITH 2" METAL 6TRAP5. .SUPPORTS SHALL BE PROVIDED WITHIN 1 1/2" FOOT OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. HORIZONTAL DUCT $AG 15ETWEEN SUPPORTS SHALL NOT EXCEED 1/2" PER FOOT OF LENGTH. 5. EXHAUST AND OUTSIDE AIR DUCT TO BE GALVINIZED SHEET METAL. 5EALED WITH APPROVED MASTIC. 6. ALL PENETRATION$ SHALL MAINTAIN THE RATING OF THE WALL OR CEILING, 1. SUPPLY AND RETURN GRILLES SHALL BE 2 X 2 PERFORATED FACE WITH FIBERGLASS BACK. RETURN GRILLES INDICATED BY 1" SHALL BE FIXED 45 LOUVER FOR LARGER AIR QUANTITY. a. CONDENSATE PIPING 'ro BE SCHEDULE 40 PVC WITH I/21' PIPE INSULATION TO PREVENT 61EATING. PROVIDE P-TRAP WITH CLEAN -OUT AND ROUTE TO DRYWELL g PROVIDE PROGRAMMABLE THERMOSTAT AT LOCATIONS WOU,1`l THERMOSTAT SHALL BE 1 DAYPROGRAMMABLE AUTO CHANGE OYER WITH NIGHT SET BACK SUPPLY FAN SHALL RUN CONTINUOU51-Y AND DURING OCCUPIED HOURS. 10. UPON COMPLETION HVAC CONTRACTOR TO START UP HYAC SYSTEM$ AND PROVIDE A COMFORT BALANCE TO THE SYSTEMS. HYAG CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE AND BALANCE OF THE SUPPLY AND RETURN AIR FLOW SYSTEMS. II. CONSULT WITH CLIENT CONCERNING IJ51KG METAL OR LINED DUCT WORK. METAL DUCT WORK 15 RECOMMENDED BY ARCHITECT. TO SERVICE (WHEIRE UNDERGRGJND SERVICE NOT REQUIRED) 200 MAIN BiREA ER PANE METER NOTE: UNDERGROUND UTILITIES OPTIONAL WHERE NOT REQUIRED 3# 1 Cu. 11/2 coNpulT 04 CU TO GsRD. -- ROp cUJP I E L E c-,__1 T, F-1-1, - NO SCALE EA -H Ll N I T A RA VY ICK C,P'D.D. / A.I.B.D 683 STALLINGS AVENUE DELTONA, FLORIDA 32738 PHONE: 407-68&2930. E-MAIL: Iet rvorld6Cil,Itrxom LLI K Aril � UT! • d si (3 08� ��A�Q a�sr���y tuu-Zs Q�O< - >y�.- Z (� p E O nn l f' IL M -r' U `t_ Yz �, a 1 U o �) q (� __-_i o LLJ V J iOr THL`,1 (i°F 7�I)( Ili• yJ 1 Sd V �-� L�O� ANY P'tAI I PI-. r) Alt Ftl I `° ,� :' ✓MI .14ERBERT,III,PE. 5T TE OF FLC R UA REG. N0. 395rTi5 GALL :H, ., 1 (.J .r O fIII,ILv"I LET CHECKED BY: DATE: 5TRUCTUALLY ADEQUATE FOR 120 M.F.H. UJIND5, 05/01/03 THIS DRAWING MEETS THE ." r SCALE: A5 1�IOT� to(7T1I l7C/'ll ll�}vi�i.l�� SET RE0,1 ' I I SE FORTH j � IN CHAPTER Or THE d.1 NAf10NIA L qG UVjcyN. GI4 � +j � ,` ��//j�� �r� o j DRAUJINCa NO. .I6 F GM -1102 -1121 FLORIDA BUILDING CODS SHEET NO. 2001 EDITION AS PUBLISHED �+, `;r BY THE STATE OF FLORIDA AND LANE RAWICK�""W� MRTIFICArION NO. r2 77 ENFORCED BY THE LOCAL � JURISDICtION. GOPYRICzHT- ..2002 LANE TRAUJIGK, G.F'.B.p./ A.I.B.G. ' 9 OF 9 6HEET5 OX SANFORD FIRE DEPARTMENT FIRE PRE VENTION DIVISION 300 N. Park Ave., Samford, Fl. 32771 / P. O. Box 1788, Sanford, f I.32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: August 26, 2003 Business Address: 3800 St JohliS Pttrkwcty occ. Cb. 42 TVctrehouse/380fflee Business Name: Ball Warehouse & Office Ph. (407) 328-1663 Contractor: Freeclorri Fire Protection of Central Flor-idct Ph. (407) 328-1663 FAX (407)328-4768 :�r ry Reviewed l I ��v�,;rve�l wtth eont�nelx �.. [X�"�' dejected l I Reviewed by: Timothy Robles, fire Prolection Irrsl)ector/Plans Ex(t1nine l Offtee is protected via: Liglit Hazard 100 gpm outside liose allowance/ K- factor 5.6 Storage area protected via: Ordinary hazard group 112 Per N.F.PA. 913- 1999ed. MAXIMUM STORAGE 12' FELT HIGH IN WAREHOUSE comment: Instillation of 99 lire sprinkler heads total 41- 1/2"' - Reliable chrome pendant - Recessed lieads 155 degrees 1/2 K- factor 5.6 54- 3/4"- Reliable F1 brass 200 degree heads 3/1 K-Factor 8.0-S/R 4- %2"- Reliable F-1 Brass H.W.S 200 DEGREES %" 5.6 K 99 total lire sprinkler heat! count Application— 11erN.F.P.A. tt13-1999 cd,2-l.l* Ware House area is designed for fuaxinium height of 12' (ft) storage Two hour hydro & hush required on underground work. • Tamper switches required on all outside and inside lire sprinkler valves, including all outside valves • Backflow Prevention valves • Water flow switch required on riser Outside hose place signs on inspectors test reading (Inspectors Test Valve) • allowance (100/250) • Stencil wall " Maxinuun storage 12' ft per the San['ord Fire Department" C O �+ SEE SITE PLAN FOR CONTINUATION , . B.O.P. 19'-0 EXTERIOR WA RECEIV AUG 2 1 2 Location WAREHOUSE No. of Sprinklers 14 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32.46 Building Section Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 35.41 1500 SQ FT - 40% = 900 SQ FT 407 DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 9'-0 CEILINGS No Scale �6 _,• a�Is�a -0 - WART '20 GPM/SQ F 12'-0 MAX. S o x I ' M/X\ , rrYT Fire Sprinkler Piping Plan TOTAL AREA 10,000 SQ FT. SCALE 1/8'=1'-0' 4' TO WAREHOUSE OLOCAL ALARM 0 2)' TO OFFICE WATERFLOW SWITCH (WIRING BY ELECT, CONT.) PRESSURE GAUGE 6 HD CABINET -WAREHOUSE- WITH WRENCH 4' BUTTERFLY VA. W/ T.S. (WIRING BY ELECT, CONT) FIN. FLR. 2' MAIN DRAIN u ,. y D.I. DISCHARGE OUTSIDE FIN. FLR. M.J. 90' ELL Riser Detail No Scale By. - Sanford Date: _--- HEAD BELOW ROLL -BACK DOOR ('TYPICAL OF 4) \j 1' 1\ 2-0 �. S.I.N. R3615 S.I.N. R1735 1 /2" (5.15K) 3 5( 0- C 155 QR 2;00 r SR RELIABLE F1FRF�6LIABL'E "F1: CHROME PEND �BRASS,QPR RECESSED OyESCr dam- . OTAL HEAD CIaUNT 99 V, EXTERIOR WALL NOTE, CLASS 350 DUCTILE TO 54 BEYOND THE BLDG �1. SLEEVE FIN. GRADE •9. p 9• 4' FROM SUPPLY Underground Lead —In Detail No Scale - OFFICE - 4n r-nuion rr i nnn on rr FLOW TEST DATA STATIC: 60 P.S.I. RESIDUAL: 50 P.S.I. FLOWS 11.00 G.P.M. DATE, 2-8-02 TIMES 8100 A.M. LUCA r1ON: S r. JOHN'S PARKWAY BY! F.F.P. (2) 4' OS&Y GATE VALVES WITH TAMPERS (WIRING BY ELECT. CONTJ 4' FLG 90° ELL o� o _ o 4' AMES 3000 D,C.D.A. 4' CLASS 350 DUCTILE (BY F,F,P,) A FIN. GRADE Zo z M � 4' FROM SUPPLY 4' M,J. 90• ELL = n o 4' CLASS 350 DUCTILE c M1 4' tp i TO BLDG. Backflow Preventer Detail No Scale .a4 6A°� l�'. rI . der M M •a'cLZLEA", R M General Notes: C 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gprn/sq ft throughout the warehouse area and .10 gpm/sq ft in the jig 0. " office area. All sprinkler head spacing and locations to comply with NF'PA 13, 1999 Adhk Ce � edition and the manufacturers specifications. Ila L C4 2. All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all ®'-_ a threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical Q roll grooved or cast iron threaded. W V 12 " �J � 3. All material, devices and installation to comply with NF'PA 13 & 24, 1999 editions, C and The City of Sanford. ®� m � � r 4. All overhead piping to be hung with U.L. listed hangers properly spaced in �V qiL� accordance with NF'PA 13, 1999 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. C 6. All firewall penetrations to be sealed in accordance with it's rating. �/ o 1 7� rr Q p�p c O F1 HANGER #1 HANGER #2 ° 0 STEEL BEAM II T. B. C. LOCK NUT SIDEWINDER STEEL PURLIN INC A rR ZINC ATR HANGER RING Hanger Details HANGER RING No Scale w 1" GLOBE VALVE b I' x 1-2 T-T ;c, 1" 45' ELBOW 1" x 1/2" BUSHING FIN. FLR. WITH 5.6K S.O.S. Inspectors Test Detail--+ � CD No Scale ` r� I Site Plan 1p y 4 115 310 NAMEV RTIS 43 912 U SCALE 1'=30' 8801S LAKE DRIVE, SUITE 221 TA 407-466-2645, `<S"3 Fire Sprinkler Piping Plan Z a_ F- CL i-/ U L7 LL1 Q Z 0 rH^ V\I W (Y L,J I- 1a Ij Z _LLj CONTRACT # C010_3 DRAWN 1 HUMPHREY CHECKED ; J,C. DATE 1 5-25-03 TOTAL HEADS 1 99 SCALE I AS NOTED ex%jcr---- .1V REVISIONS PERMIT # 00- A D D R E S S C) CONTRACTOR DATE RECEIVED Al, 1� z 6 ZU05 PH FAX# �I ��1i-� `� �-� 1 l ��` X- DESCRRITION OF REVISION:, UTILITIES FIRE BLDG �f N �C�O�fLC CT9fprJ' SEE SITE PLAN FOR CONTINUATION 4' Hvdraulically Desianed Svstem Location WAREHOUSE No. of Sprinklers 14 Density .20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32.46 HANGER # "1 STEEL BEF Hvdraulicallv Desianed Svstem Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 38.41 1500 SO FT - 407. = 900 SQ FT 40% DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 94 CEILINGS Existing Hydraulic Placard Info. HANGER #2 B. C. LOCK NUT STEEL PURLIN INC ATR HANGER RING Hanger Details SIDEWINDER ZINC ATR HANGER RING No Scale No Scale Fire Sprinkler Piping Plan TOTAL AREA 10,000 SQ FT. B.O.P. 19'-0 EXTERIOR WALL a 1" GLOBE VALVE � 1" x 1-2 T-T i n �1" 45' ELBOW 1" x 1/2" BUSHING WITH 5.6K S.O.S. FIN. FLR. Inspectors Test Detail No Scale SCALE 12' Building Section No Scale S,I,N. R3615 1 /2" 4(5.6K) 155' QR RELIABLE F1FR CHROME PEND RECESSED S.I.N. R1722 �12-� 5/4" (8.OK 200° SR RELIABLE F1 BRASS UPR NO ESC. TOTAL HEAD COUNT - 54 4' TO WAREHOUSE - ELEV. 16'-10' v PRESSURE GAUGE 4' BUTTERFLY VA. W/ T.S. (WIRING BY ELECT. CONT.) FIN. FLR. LOCAL ALARM O WATERFLOW SWITCH (WIRING BY ELECT. CONT.) 6 HD CABINET WITH WRENCH 2' MAIN DRAIN Existing Riser Detail No Scale - SUITE E - FLOW TEST DATA STATIC, 60 P.S.I. RESIDUAL! 50 P,S.I. FLOW, 1100 G.P.M. DATE! 2-8-02 TIME: 8:00 A.M. LOCATION+ ST. JOHN'S PARKWAY BY; F.F.P. RE I -c �_11 Sanford i 1J,; Ition Dais: .--, General Notes: 1. Design Criteria: Existing wet pipe system of automatic fire sprinklers hydraulically designed to provide .20 gpmsq ft throughout the warehouse area and A0 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 2002 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2" thru 4" to be Sell. 10 black steel, all threaded piping 1" thru l' to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 2002 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 2002 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with their rating. LEGEND (4 - EXISTING STANDARD RESPONSE BRASS UPRIGHT SPRINKLER 1-0 REMAIN. O - NEW QUICK RESPONSE CHROME PENDENT BY FREEDOM FIRE PROTECTION. ® - EXISTING BRASS UPRIGHT SPRINKLER TO BE REMOVED AND THE OUTLET UTILIZED. O - NEW STANDARD RESPONSE BRASS UPRIGHT BY FREEDOM FIRE PROTECTION. ® - EXISTING QUICK RESPONSE CHROME PENDENT SPRINKLER TO REMAIN. - NEW SCH 10 OR 40 BLK STEEL PIPE BY FREEDOM FIRE PROTECTION. — -� �- - EXISTING BLACK STEEL PIPE TO REMAIN AS IS. NOTE: ALL NEW SPRINKLER HEADS ADDED BY FREEDOM FIRE ARE TO MATCH THE EXISTING, Existing Site Fire Main 1P 15 Q 115 310 SCALE 1`=30' tvvnin ;6ADE MES M. CURTIS #37912 2 9-7211 07-406 ' 45 AP -2 bOa� 29775 BAYHEAD RD. CITY, FL 33525 co 0 w 7j CIO Cr) I� 0 -4-3 0 (--D 00 C') Fire Sprinkler Piping Plan m W R Q a I I - CONTRACT # SERV, DRAWN 1 HUMPHREY CHECKED : J.C. DATE 4-25-05 TOTAL HEADS ; 54 SCALE ; AS NOTED FP-1 SHEET 1 OF 1 �jJ SEE SITE PLAN FOR CONTINUATION 4' B4O,P, 19'-0 - EXTERIOR WALL Location WAREHOUSE No. of Sprinklers 14 Density •20 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 375.31 Residual PSI 32.46 (12'� 1/�` I Location OFFICE No. of Sprinklers 11 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 201.35 Residual PSI 38.41 IVA 1JL.JLU11 NI\Ln 1,LUUU I LU19 VIAL-LJL I 1 urn Uvlvn RESPONSE HEADS IN 9'-0 CEILINGS Building Section No Scale - WAREE .20 GPM/SQ FT 12'-0 MAX. ST Fire Sprinkler Piping Plan TOTAL AREA 10,000 SQ FT. 4' TO WAREHOUSE 2Y1 TO OFFICE PRESSURE GAUGE 4' BUTTERFLY VA, W/ T.S. (WIRING BY ELECT. CONTJ LOCAL ALARM O WATERFLOW SWITCH (WIRING BY ELECT. CONT.) 6 HD CABINET WITH WRENCH 2' MAIN DRAIN II DISCHARGE OUTSIDE FIN. FLR. Riser Detail No Scale SCALE 1/8'=1'-O' HEAD BELOW ROLL -BACK DOOR (TYPICAL OF 4) S.I.N. R3615 SLN, R1722 SLN, R1735 41 3/4"5(8.OK) 200" SR DRELIBLEE RELIABLE F1 C BRASS UPR NO ESC, TOTAL HEAD COUNT - 99 EXTERIOR WALL -WAREHOUSE- N T CLASS 350 DUCTILE TO 5'-0 BEYOND THE BLDG �yP 10 FIN. FLR, a SLEEVE ~ FIN. GRADE D.I. p .. 4' M,J, 90' ELL Underground Lead —In Detail No Scale - OFFICE - ,n rnkAion C'T / ono On rT FLOW TEST DATA STATIC, 60 P,S,I, RESIDUAL: 50 P,S,I. FLOW, 1100 U.M. DATE, 2-8-02 TIME: 8100 A.M. LOCATION: ST. JOHN'S PARKWAY BY, F,F,P, (2) 4' MY GATE VALVES WITH TAMPERS ��D 4e -1-Z (WIRING BY ELECT. CUNT.) 4' FLG 90' ELL Oro 0�-0 4' AMES 3000 D.C,AA, 4' CLASS 350 DUCTILE (BY F.F,P.) 4' CLASS 350 DUCTILE FIN, GRADE 0!: ;D z M � ' ELL 4' M.J. 90 4' FROM SUPPLY M 4' TO BLDG Backflow Preventer Detail No Scale General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .20 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. 2. All roll grooved piping sizes 1-1/2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 1999 editions, and The City of Sanford. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with it's rating. HANGER #1 HANGER #2 STEEL BEAM II i, B. C. LOCK NUT SIDEWINDER STEEL PURL IN INC ATR ZINC ATR \ 1 A, 1 k341 _p \ F 1RE 1 1\ A In %. �x o A r, P z4 c� 1 1 \ \ \ 1 TO EXIST, LOT 9 x� �— �1 HANGER RING Hanger Details z a Uj Uj 1" GLOBE VALVE 0 1" x 1-2 T-T n �/_ 45' ELBOW 1" x 1/2" BUSHING `MTH 5.6K S.O.S. FIN. FLR. HANGER RING No Scale -OFFICE & Inspectors Test Detail EXIST. 6' A,W.W.A, VA. _ r —�-- �'+ POINT OF SER-VIEE (P.O.S) v ------ HYDRANT Z fIECENEI) M��� -PARKING- ,r 1 Site Plan IIo � 4 115 �o SCALE 1'=30' � A A � L4 A I JB= /1 1 o ' ar Aft •0 J hd U_ A M 4) a "9I7 91111111 Q'� 0 �� Z w SUM A 0 q g 16Im 4- �3 ® No Scale r SANFOR0 SCALDING pEP'f. t -S I' `�Z= yA 11 4ITIIA`ED PERMIT IS5UUED SHCON 13C CONSTRUED TO BE A I-ICENSE TO PROCEED WITH THE. TiFOI'K ATTD-Nv"I' AS AUTHORITY T'O VIOLATE. CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISION$ OF THE'I'LCFINICAL CODES, NOR SHALL, ISSUANCE OF A PERsirr PREVENT THE BUILDING DEPT FROM THC�RLAFTim REQUIRING A CORREC- TION ' W ER,zo,<'^RS qrl-;-HcPkANS-FOh�STRUC`fiON— OF? OTHFR VIOLATIONS OF THI: CODE$, PER T NORTH 7MFAM€ CURTTIS 937912 !Vl HI N i I RS LAKE DAIVC, SUITE 221 P AA FL 33647 813-299"85f197 407-466-2645 O Cd Q� a5 O CD CCD Fire Sprkler PIpng*.z Z t] W H U W Q z E:I I—, W W Q R C7 Z CONTRACT # C0103 DRAWN 1 HUMPHREY CHECKED : J.C, DATE : 5-25-03 TOTAL HEADS 199 SCALE I AS NOTED 0 3800 St. john"s Pkwv Ball Warehouse Permit numbers: 03=21295, 03=2739