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HomeMy WebLinkAbout644 Trestle Pt 18-4319 (A) NEW WAREHOUSE BUILDINGY� \c' zfhp OF SkNFORD BUILDING DIVISION OCT 2 2 2018 PERMIT APPLICATION P ication No: Documented Construction Value: $ J, 8 80 Job Address: l �f '�' S Historic District: Yes ❑ Ncf X Parcel ID: 1 c1 '' �y�' �i�' '' Residential F1CommerciatX `Gyve of Work: New �Addition ❑ Alteration ❑ Repair ❑ Demo❑ Change of Use ❑ Move ❑ Description of Work: N t'�,Q �-�, GCO V 9, t i A t„g Ni:l I V in 0-IFFIc y no 12(1��f�pDy Yfg? Mn Plan Review Contact Person: C—ri- e5AedAAjX15 'Title: Phone• � T•1-17- -�3'2 i Fax: Email: e re . e 0 I �U� 1S @ C1 y 1 Property Owner Information "Name 1. - �vit CA)D P� wS Phone: 3,5'-2- Z 0cl • 5`/ /'7' Street: PE Resident of property? : o City, State 'Zip: �i � �'�r cl �=' �. 37- 77 / Contractor Information 4,, " Phone, C19 IT LU J i{J1 1 , Street. l Fax:ly City, State:Ztp l ' o , �; ai ��'c� !+ 1 f State License No.:,, C Architect/Engineer Information Name: bcnv1 A p, Y�1Arcki fi? t Phone: 8-73-- �'?37 Street: '1 .5'00 6 1 %vis Fax: City, St, Zip acct l�� l� 3 Ll Ll 76 E-mail: y v 1"d s1�C/ c i %c i-, Yet Bonding Company: UNC' Mortgage Lender: NJOAA? Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to (to the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be secured for ejectricci work, plumbing, signs, wells, pools, furnaces, boilers, heaters, auks, annd� air co ditiouers, etc. EXPANSION SHT. S-1.1 225' 100' 25' 100' 12 11 10 9 7 �I 6 4 3 2 1 C 27 723' 25' 24' 27 24' 25' 23' 27' EXPANSION JOINT T EXPANSION JOINT EXPANSION JOINT © EXPANSION JOINT A SHT. 5-1.1 SHT. 5-1.1 SHT. S-1.1 SHT. 5-1.1 /\ r ■ ■ r ■ ■ ■ ■ ■ _ ■ ■ ■ ■ — _ _ — ■ /—� ------ ------ -I �-----------I-- - ------I ----- -----i-• EXHAUST 3'x3' EXH UST I r_ ----- ---- I --- -------I r----- ----I r ------ -------I o, I I VERT. FILL CELLS I 1 r I I I I I I I I I A I I A I B r B I I I REB 1 R TVP 1 I i A I I A I I A I I I ; I I -I I C EXPANSION JOINT SHT. 5-1.1 - - I- 81 ( ) " CLEAN OUT 8' O/C MAX i I V.OU� I t I I� I I CNV. 15.25 I I t I » I I I —T— —i I— 4 STL. PIPE N I I I I LOADING DOCK I BOLLARD I ETYP -1 E E I I I I -- F r I SAW CUTS ON COLUMN I 115 L.F. OF 4" PVC SANITARY DRY LINE I I ; 115 L.F. OF 4" PVC SANITARY DRY LINE LINES AND MID POINTS ; I 0 1% SLOPE W/ CLEAN OUT I) I1 I ®1% SLOPE W/ CLEAN OUT I I i BETWEEN COLUMN LINES ;_ -�— -+ N I �r 1 I IT— PIT 1 I I I I Fr- " F I I I I I I I I 5FIBERME H CONCRETE SLAB (3000 PSI) 5" FIBERMESH CONCRETE SLAB (3000 PSI) I _r' - - zi, i I � _ I ; 28 DAYS ON 6 MIL. VISQUEEN OVER , I I i I I ; ® 28 DAYS ON 6 MIL. VISQUEEN OVER I CLEAN, TER ITE TREATED & COMPACTED ; I I IF CLEAN, TERMITE TREATED & COMPACTED FILL (IN 1 LIFTS) SOIL BEARING 2500 PSF I I I I I ( i FILL (IN 1 LIFTS) SOIL BEARING 2500 PSF VERT.5 REBARCELLS (TYP) I I I I I I I 8' 0 C MAX I I I I I I I I I I I I I I RAMP DOWN I I I I I I I i I I I I I I I I 1 I 1 6" FIBERMESH CONC. SLAB (3000 PSI) i I � I I _ L _ — 1 — — I ©2$ DAYS ON 6 MIL. VISQUEEN OVER — — CLEAN, TERMITE TREATED & COMPACTED G- _ I--- I I I I I I I I I I I I I I I i i I � —� I -� - 4 N � --i- I I , ( I F F a � 7\U � II I 1 Tr, ---I C�a► I � I I I 1 � I -- I I I III I 1 01- - — — -i 2x2 x16 FOOTER - - IwA2)#5» EA. WAY ,,, ) �._011 2'x2'x16" FOOTER x12 A.B. k -4 0 I I PW/(2)#5 EA. WAY JH L . h I 5$ x12 A.B. A/f- Pau i'------------- 1 --------0- ------I I I ��. FF Tt' -6"FIBERMESH CONC. SLAB 3000 PSI ®28 DAYS ON 6 MIL. VISQUEEN OVERL CLEAN, TERMITE TREATED & COMPACTE I I I I I I I I I ANSION JOINT . S-1.1 C N EXPANSION JOINT SHT. 5-1.1 F_ z Lu 0 U >- m Z O ( L J v 0 Uj N O N r- Q 6, 6� J 0. o C � U) V4- Z) wzo r 0 U Z M T r _j wI S Z �.. 0 < z W CL 0 �- LLQ° �C 0wLL L.{.. N ('7 O U I 91 1 I 9 f-9 � L L__ t----- ' ------ �---8 --( - - r----- i I$ -- a0 I __� I I- I _1=__ , -1 i A A I A I I I I I I 1 �I 00 O I I I (-R) TOP OF FOOTER TO BE 8" I I I I I I I I I I i I I I BELOW TOP OF SLAB. COLUMNS - I I I I I Al I (6H & 7H) TO BE 8" LONGER I A I IRE I I ; I I I I I : B I I i 1 SER I PORTAL FRAME 'f PORTAL RAME I I I_— _—_-- _i ---J �Lf'__4 L—__--- ----- ----- ----- --- --------{ I I -I litr ■ ROOF LINE r-,�-- ■ rr^ XPANSION JOINT o zo' BOLLARD (TYP)� 20' ® r �9 27' 23' 25' 24' 12 11 10 g 8 C7_ LINTEL COURSE W/(1)#5 CONT. � MAIN FRAME COLUMNS BY METAL BLDG. MANUF. IF` #5 DOWEL W/8" HOOK, 8' O/C MAX VERTICAL #5, 8' 0/C MAX., 30" LAP MIN 1"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) x, 10' LONG #5 HAIRPIN (2 PER COLUMN) d. ° a ° . 24"-IIIMR, �{ .MIN. COVER. Iii-�-i i i -i i (PUEEN 12 - - III 111_111 M N:., �.. d ... e:. ° .. • I I I-111=1 11=1 I I =1 I h 3: ON., COVE�t 4 I -III -III -III -III -II 8'-9" SQUARE COMPACTED 2500 PSF. FILL (2) MATS OF #5 REBAR CONTRACTOR TO SUPPLY COMPACTION REPORTS (g) #5s EACH WAY ATYPICAL MAIN FRAME FOOTING MAIN FRAME' COLUMN 6H & 7H r--l"A.B. W/18 EMBEDMENT (MIN). 5" FIBERMESH CONC. SLAB (3000 PSI) 3- 8" SLAB OVER FOOTER TOP OF FOOTER 41) ° ..1 TO BE 8" BELOW TOP OF SLAB. A < 12 MIN. COVER COLUMNS (6H & 7H) 12 TO BE 8" LONGER M N •�; 3. IN. COVER 8'-9" SQUARE COMPACTED 2500 PSF. FILL (2) MATS OF #5 REBAR CONTRACTOR TO SUPPLY (8) #5s EACH WAY COMPACTION REPORTS 1ENDWALL CORNER COLUMN FOOTING FRONT EXPOSED COLUMNS LINTEL COURSE W/(1)#5 CONT. MAIN FRAME COLUMNS BY METAL BLDG. MANUF. o #5 DOWEL W/8" HOOK, 8' 0/C MAX ' VERTICAL #5, 8' 0/C MAX., 30" LAP MIN 3/4"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) a10' LONG #5 HAIRPIN (2 PER COLU N) lit �I11II1—_IfL-111 1I I-NJ�17=' 6 MI L.11=-VISQUEEN EN-- II -11= 12 -i " _ • �I 1 I� III =1 I ISI I REE-11 M N I I-1 I II -III -III -I I I- 3". MIN. �°COVii R* 1 f iilll 1 I I1i11111i11 � l � 1 ---4'-9" SQUARE-- - (2) MATS (4)#5s EACH WAY COMPACTED 2500 PSF. FILL CONTRACTOR TO SUPPLY COMPACTION REPORTS B ENDWALL CORNER COLUMN FOOTING 24' 25' v 230 27' � _ w (h�j r� 6 5 4 3 PERMIT# WIND LOAD NOTE Q LINTEL COURSE W/(1)#5 CONT. MAIN FRAME COLUMNS BY METAL BLDG. MANUF. R #5 DOWEL W/8" HOOK, 8' 0/C MAX I VERTICAL #5, 8' 0/0 MAX., 30" LAP MIN 3/4"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) 10' LONG #5 HAIRPIN (2 PER COLU N) N1311__24 ...-= 6 MIL. -< ° I i lI I llil l ITiI l liiil l hill VISQUEEN VI Q 12 :111-�41-111-III-11 M N Vin' MIN; .covE� A�° . I`I I=III -11 I �I 1` =I I L I_ii Illlllllllllll -5'-6" SQUARE COMPACTED 2500 PSF. FILL (2) MATS (5)#5s EACH WAY CONTRACTOR TO SUPPLY COMPACTION REPORTS� TYPICAL ENDWALL COLUMN FOOTING C EXTERIOR WALLS LINTEL COURSE W/(1)#5 CONT. x #5 DOWEL W/8" HOOK 0 8' 0/C MAX. 30" LAP (MIN.) Lrl ,rj�llU 5 FIBERMEH CONC. SLAB (3000 PSI) —I I I—I I I r-i-r—rrr I—I 24" 12" a d J �_� �_� �_� 1=1'N= MIL. L. '. 3»MI— Q ---�—�—� VIS U EN N: � — - E 1 1 1=III=III—III=I I I- 16" I (2)#5s CONT. COMPACTED 2500 PSF. FILL CONTRACTOR TO SUPPLY COMPACTION REPORTS CMU WALL FOOTER THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF 2017 FLORIDA CODE6TH ED. s i� ;' �� i i ' n +i + '•,` , ' I :'' 111-L. lt..1-)U/ITHI'I!EI�-(dlJrllltjfar/�. JoRfd /U C) I 0 A J F Uf ii nAAITr; -i1=VF i"11 I, tr�) I I!''l.C11�1{ UFf•I{;I/\L PIIC)Ibl 1,-?E',I /a+ fl:.ti C !1 t , 4nr11'.CTI(71�; c +' cr;r�Oft IN F'iAf\1113, C.+=i V10tA'I101'NN IUf I H!c; N •V I �\t N'°., DESIGNED: JHR :52 REVIEWED BY: RC ��- SCALE: 1/8"=1' ATE OF ' DATE: 12/16/18 DEC 18 1018 r�'v �= SHEET NAME: ERMOCRA �Sik'"(3'A TILLO, P.E. DATE S-1 FL. REG. # 52590 Z O ( L J v z Uj N O N r- Q 6, 6� J 0. o C � > cD Q (� N V4- p wzo r -S�' U pLL T r _j wI S Q I— LL W I 91 1 I 9 f-9 � L L__ t----- ' ------ �---8 --( - - r----- i I$ -- a0 I __� I I- I _1=__ , -1 i A A I A I I I I I I 1 �I 00 O I I I (-R) TOP OF FOOTER TO BE 8" I I I I I I I I I I i I I I BELOW TOP OF SLAB. COLUMNS - I I I I I Al I (6H & 7H) TO BE 8" LONGER I A I IRE I I ; I I I I I : B I I i 1 SER I PORTAL FRAME 'f PORTAL RAME I I I_— _—_-- _i ---J �Lf'__4 L—__--- ----- ----- ----- --- --------{ I I -I litr ■ ROOF LINE r-,�-- ■ rr^ XPANSION JOINT o zo' BOLLARD (TYP)� 20' ® r �9 27' 23' 25' 24' 12 11 10 g 8 C7_ LINTEL COURSE W/(1)#5 CONT. � MAIN FRAME COLUMNS BY METAL BLDG. MANUF. IF` #5 DOWEL W/8" HOOK, 8' O/C MAX VERTICAL #5, 8' 0/C MAX., 30" LAP MIN 1"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) x, 10' LONG #5 HAIRPIN (2 PER COLUMN) d. ° a ° . 24"-IIIMR, �{ .MIN. COVER. Iii-�-i i i -i i (PUEEN 12 - - III 111_111 M N:., �.. d ... e:. ° .. • I I I-111=1 11=1 I I =1 I h 3: ON., COVE�t 4 I -III -III -III -III -II 8'-9" SQUARE COMPACTED 2500 PSF. FILL (2) MATS OF #5 REBAR CONTRACTOR TO SUPPLY COMPACTION REPORTS (g) #5s EACH WAY ATYPICAL MAIN FRAME FOOTING MAIN FRAME' COLUMN 6H & 7H r--l"A.B. W/18 EMBEDMENT (MIN). 5" FIBERMESH CONC. SLAB (3000 PSI) 3- 8" SLAB OVER FOOTER TOP OF FOOTER 41) ° ..1 TO BE 8" BELOW TOP OF SLAB. A < 12 MIN. COVER COLUMNS (6H & 7H) 12 TO BE 8" LONGER M N •�; 3. IN. COVER 8'-9" SQUARE COMPACTED 2500 PSF. FILL (2) MATS OF #5 REBAR CONTRACTOR TO SUPPLY (8) #5s EACH WAY COMPACTION REPORTS 1ENDWALL CORNER COLUMN FOOTING FRONT EXPOSED COLUMNS LINTEL COURSE W/(1)#5 CONT. MAIN FRAME COLUMNS BY METAL BLDG. MANUF. o #5 DOWEL W/8" HOOK, 8' 0/C MAX ' VERTICAL #5, 8' 0/C MAX., 30" LAP MIN 3/4"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) a10' LONG #5 HAIRPIN (2 PER COLU N) lit �I11II1—_IfL-111 1I I-NJ�17=' 6 MI L.11=-VISQUEEN EN-- II -11= 12 -i " _ • �I 1 I� III =1 I ISI I REE-11 M N I I-1 I II -III -III -I I I- 3". MIN. �°COVii R* 1 f iilll 1 I I1i11111i11 � l � 1 ---4'-9" SQUARE-- - (2) MATS (4)#5s EACH WAY COMPACTED 2500 PSF. FILL CONTRACTOR TO SUPPLY COMPACTION REPORTS B ENDWALL CORNER COLUMN FOOTING 24' 25' v 230 27' � _ w (h�j r� 6 5 4 3 PERMIT# WIND LOAD NOTE Q LINTEL COURSE W/(1)#5 CONT. MAIN FRAME COLUMNS BY METAL BLDG. MANUF. R #5 DOWEL W/8" HOOK, 8' 0/C MAX I VERTICAL #5, 8' 0/0 MAX., 30" LAP MIN 3/4"x18" A.B. EMBEDMENT W/2.5" ABOVE SLAB 5" FIBERMESH CONC. SLAB (3000 PSI) 10' LONG #5 HAIRPIN (2 PER COLU N) N1311__24 ...-= 6 MIL. -< ° I i lI I llil l ITiI l liiil l hill VISQUEEN VI Q 12 :111-�41-111-III-11 M N Vin' MIN; .covE� A�° . I`I I=III -11 I �I 1` =I I L I_ii Illlllllllllll -5'-6" SQUARE COMPACTED 2500 PSF. FILL (2) MATS (5)#5s EACH WAY CONTRACTOR TO SUPPLY COMPACTION REPORTS� TYPICAL ENDWALL COLUMN FOOTING C EXTERIOR WALLS LINTEL COURSE W/(1)#5 CONT. x #5 DOWEL W/8" HOOK 0 8' 0/C MAX. 30" LAP (MIN.) Lrl ,rj�llU 5 FIBERMEH CONC. SLAB (3000 PSI) —I I I—I I I r-i-r—rrr I—I 24" 12" a d J �_� �_� �_� 1=1'N= MIL. L. '. 3»MI— Q ---�—�—� VIS U EN N: � — - E 1 1 1=III=III—III=I I I- 16" I (2)#5s CONT. COMPACTED 2500 PSF. FILL CONTRACTOR TO SUPPLY COMPACTION REPORTS CMU WALL FOOTER THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 139 M.P.H.(Vult) WIND LOAD REQUIREMENTS OF 2017 FLORIDA CODE6TH ED. s i� ;' �� i i ' n +i + '•,` , ' I :'' 111-L. lt..1-)U/ITHI'I!EI�-(dlJrllltjfar/�. JoRfd /U C) I 0 A J F Uf ii nAAITr; -i1=VF i"11 I, tr�) I I!''l.C11�1{ UFf•I{;I/\L PIIC)Ibl 1,-?E',I /a+ fl:.ti C !1 t , 4nr11'.CTI(71�; c +' cr;r�Oft IN F'iAf\1113, C.+=i V10tA'I101'NN IUf I H!c; N •V I �\t N'°., DESIGNED: JHR :52 REVIEWED BY: RC ��- SCALE: 1/8"=1' ATE OF ' DATE: 12/16/18 DEC 18 1018 r�'v �= SHEET NAME: ERMOCRA �Sik'"(3'A TILLO, P.E. DATE S-1 FL. REG. # 52590 �. CITY OF ANFO - _.---PERMIT. APPLICATION ...,.SRD BUILDING DIVISION 0 Application No: q.' 06 or -Do / Documented Construction Value: $ SQ cis Z5, �—a Job Address: (C`7�(`"1 1 f f'`7�t !�Gi(rp. 5�s�ff ❑ ©� "V Historic District: Yes No J< Parcel ID:� �' �� — lQ'_��✓C - C� l�0 Residential ❑ Commercial Xf Type of Work: New,KrAddition ❑ Alteration ❑ Repair [:1Demo ElChange of Use 11Move ❑ Description of Work: D7na-1 1 64," sf) t`? P nzorh&,-te4 `f "i'm r% t' S � _S r) o -r - Plan Review Contact Person: E/"elc t uoo 'Title: Phone: Lj07-32 Fax:00 ( `I!1I`P"e do'11`1'f'�G`�c'�:�c� Property Owner Information Name DL 12 l'Ll'C5 L P Phone: Street: cc�lrf�� City, State Zip: 36-n-� 1 L :3 2 77/ Resident of property?: Contractor Information Name FcT',L�r PiS'�° Phone: x(67 3,? J /G6_3 Street: S//01 C�f!� ��7 D-1 Fax: q07— 32!6' `g76(3 City, State Zip: Son -Ad ' , L 3'Z77 State License No.: ?z7 gC00 ,1ca(Zc 3 Name: Street: City, St) Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCEMENT iMAY RESULTIN YOUR PAYING TWICE FOR INIPROV.ENIENTS TO YOUR PROPERTY. A NO'T'ICE OF COINIMENCEMENT NIUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TUIE FIRST INSPECTION. IF YOU tNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the Work and installations as hldiCil W. I Certify that no work of iliStattatioll has Co111111CLIMI priU1' to the issuance of a permit and that all work Will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners() etc. Fire Sprinkler Site Plan ^ 1 L.F. OF 3/4" SF LOGO ^` u 178 L.F. OF 4" FIRE LINE INSTALLED BY FREEDOM FIRE PROTECTION INSTALL 100 L.F. OF 314" PVC LINE NSF LOCO- J A J / UP :A °~. FP 1 / FP?IF 00 ,J 11� , - /// QST - '.- /C SAM. C: 0. t _— N . 12.50-4-/ —_ r FIELD LOCAT E � SAN. LAT. Af`1i • �. INSTALLING FIS `v'•.' :. � t AIN ' RECLAIISANL j,�, _j S0 IN i •�PyJ !G 8"w ,RY MAINI. �' JA , 04 %.-,. I ,, 104 I J. FIRE fi RANT tiYl4 � , ....... ....... ------------.-_ _ ._ ._.._.---. ----CONFIRM FIELD UJCWI­E� V". INVER-rs OF WA"FLEF'?) RECLAIM AND SANITARY 1-11' - SCALE : 1" = 20,_0., Underground Fire Main Notes: 1. All material and installation to be in accordance with NFPA 24, 2013 edition, and the local authority. 2. All joints to be restrained in accordance with NFPA 24, 2013 edition, and the local authority with MegaLugs and Bell Restaints. 3. All piping to have a 36" minimum depth of bury from top of pipe to finished grade. 4. All material subject to corrosion to be cleaned and coated with bituminous tar. 5. All piping to be flushed and hydrostatically tested in accordance with NEPA 24, 2013 edition, and the local authority. AMES I.B.R. :Building .Lead—Ire Detail No Sole C,y (2) 4" OS&Y GATE VALVES WITH TAMPERS Off, G r (WIRING BY ELECT. CONT.) opo o�o 4" FLG 90• ELL 4" AMES 3000SS - D.C.D.A. (BY F.F.P.) i I I I I cul FIN. GRADE 0 c� C') cnLFRO 4„_4" M.J. 90' ELL..FIr°�3UILDING CFP1 M SUPPLY •"" 1 �+�"nkle ri BFPz SITE Plan Backflow Preverlter Detail LOCATION S °S� TCH � SANFORDAIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. REVIEWED BY: MATT MINNETTO SANFORD FIRE DEPT, DATE: X /�r y y dI 15..✓ � !' y,N �r� F J �rs� ''" r fin,.✓ 3 Cc� Qri UU s tl 1'Koi— e ci?1'1 Ely M z 0 U V) w 0 L 0 V) w U CONTRACT # CON DRAWN : F.J.L. CHECKED : K.R.H. DATE 12-26-18 TOTAL HEADS : 234 SCALE : AS NOTED F P -t SHEET 1 OF 2 Hydraulically Designed System Location DESIGN AREA #1 No. of Sprinklers 17 Density .22 Design Area Size 2000 SQ FT System Demand At Base of Riser GPM Discharge 723.160 Residual PSI 58.009 9 TO SYSTEM OT�)SR ELEV. 16'-0 ELECTRIC BELL O INSPECTOR'S TEST 4" RISER MANIFOLD / 6 HEAD CABINET EXTERIOR WALL 2" TEST n DRAIN BSS F� FIN. FLR. Riser Detail Not To Scale Building Section Not To scale Fire Sprinkle° Piping PIC -U-1. — € ___.___.___..______....... _.____._ r1y -- I y "SCALE 1/8"=V--0" HANGER LOCATION DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 1?" 4'-0" MAX. 12'-0" MAX. 3" MIN. 1?" -8" 5'-0" MAX. 15'-0" MAX. 3" MIN, A B* G SPRINKLER HEAD STEEL PIPE LHANGER RING * MAXIMUM HANGER SPACING FOR STEEL PIPE PURL 'IDEW INDER INC ATR HANGER RING S.LN. GL8118 214 ((B �8.1 K) 0 QR BE GL SS UPR ESC. e STANDARD SPRAY BARJO I ST Ha n.ger Detail S.I.N. CL5601 42(0 5. 155 QR GLOBE GL WHITE PEND SEMI-REC STANDARD SPRAY B. C. NC A. T. R. HANGER RING Not To Scale FLOW TEST INFO. STATIC: 67 PSI RESIDUAL: 63 PSI FLOW: 919 GPM DATE: 8-5-18 BY: FREEDOM FIRE PROTECTION General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .22 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, 2013 edition and the manufacturers specifications. 2. All roll grooved piping sizes 2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 1-1/4" 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, 2013 edition, and the AHJ. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 2013 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. z W OZ>�r7 W 0N� �Q ro 00 r n'0CK�QI� a_U<C)00 W LL ---i 0 00 o'a��¢� 0ZWL):,- U OWUULd,I- W U LL- EK L- z Lx.l �z�x EKLi-OQLQ L' U CD Cn a- W ME Fire re Sprinkler Plan Z U I-_ CL U (n W 0 Z 0 V) W Q L CONTRAC"I' # CON DRAWN : F.J.L. CHECKED : K.R.H. DATE : 12/26/18 TOTAL HEADS : 234 SCALE : AS NOTED FP— 2 SHEET 2 OF 2